estimate -...
TRANSCRIPT
ESTIMATE
Division Mhaisal Pump House On No2 Sangl Sub Division Ujjani Canal Sub-Division NO33 Kuchi
Sanction Estimate Noshy
Fund Head Maharashtra Krishna Vally Development Corporation I Pune
Major Head 4701 Capital Outlay on Major amp Medium Project
Minor Head II Main Canal And Branches
Service Head Krishna Koyana Lift Irrigation Scheme (Mhaisal Part)
Departmental Head SH Road Crossing I
This estimate is framed in the office of the Executive Engineer Mhaisal Pumphouse On 2 Sangli for the probable expenditure that will be incurred for the
construction of SH RB on Distributories I Minor I SUbminor on Jath Main Canal
Nameof worrk Construction of SH Road Crossing Of Hiware Walekhindi Dy ch3630--m
of Mhaisallift irrigation scheme
Administratively approved under No Dated
Techenicaly sanctioned under No Dated
Estimate is prepared b UDKande ContractorPune and
Checked by SPKulkarni SectEngineer
( Call or Authority)
General Oiscription
1) The rates are adopted as per BampC DSR 2008-09 2) The general discription is attached separataly
Ujjani Canal Sub-Division NO33
Kuchi
I
(b
l
-
t) b
Name of worrk Construction of SH Road Crossing Of Hiware Walekhindi Dy ch3630--m
RECAPITULATION SHEET
Sr No
1
2
3
Prepared By
UDKande ConlraclorPune
Name of Work
Name of worrk Construction of SH Road Crossing Of Hiware Walekhindi Dy ch3630--m
Add 2 Contegencies
Add 1 WCEsst
Gross Total Rs SayRS
Estimated Cost
i shy
SubUjjani Canal Sub-Division No33
Kuchi Pump House On No2
bull Sanglic--
Superintending Engineer Technically Sanctioned for K K L IRRProject Circle R t 0 I R s e r bull upees I
Sang I bullbull bullbull
only under TORN0 For20r 0 -201i I
-tI
Eg1_Pump
Division No
Name of wonk Construction of SH Road Crossing Of Hiware Walekhindi Dy ch3630--m
CERTIFICATE
1 Certified that the estimate is Technically amp Arithmatically checked 100 in Subdivision office amp Division office
2 Certified that the strata is classified as per the Trial pits and found 100 correct
3 Certified that the Canal Bed levels are verified with latest approved CBL Statement and found correct
4 Certified that the Design Discharge is verified with latest approved Cut off Statement and found correct
5 Certified that the leads provided in the estimate are personally verified by me and found correct
6 Certify that the adequate and good quality of materials are available with the lead shown in the Estimate
7 Certified that the rates adopted are as per ID DSR 2009-10 And BampC DSR 2008-09
SubUjjani Canal Sub-Division No33
Mhaisal Pump House Dn No2
Kuchi Sangli
Name of worrk Construction of Hiware Walekhindi Dy ch3630--m
CERTIFICATE
1 Certified that the rates adopted are as per ID DSR 2009-10 And B amp C DSR 2008-09
2 Certify that the Leads and lifts proposed are generally in order in the Estimate
Superintending Engineer KKLIRRProject Circle
Sangli
Name of worrk Construction of SH Road Crossing Of Hiware Walekhindi Dy ch3630--m
ABSTRACT SHEET
Quantity Description of Item Rate Per Amount
034
000
Item no 1 Excavation for foundation in earth soil of all types sand gravel
and soft murum including removing the excavated material upto
a distance of 50 m Beyond the building area amp stacking and
spreading as directed dewatering preparing the bed for
foundatio
II) Upto 150 m depth
In) For 150 to 300m depth
9000
8040
cum
cum
3060
000
3235
000
Item no 2 Excavation for foundation in hard nurum including removing the
excavated matrial upto a distrance of 50 m Beyond the buildind
area amp stacking and spreading as directed dewatering
preparing the bed for foundation and necessary back filling
ramming wat
II) Upto 150 m depth
In) For 150 to 300m depth
10200
9045
cum
cum
329981
000
602
000
Item no 3 Excavation for foundation in soft rock and old cement and lime
masonary foundation including removing the excavated material
upto a distrance of 50 m Beyond the building area amp stacking
and spreading as directed dewatering preparing the bed for
foundat
II) Upto 150 m depth
In) For 150 to 300m depth
I 22500
I 22110
cum
cum
135460
000
5575
000
Item no 4 Excavation for foundation in hard rock by blasting including
trimming and levelling the bed by chiselling where necessary and
removing the excavated material and stacking it in measurable
heaps within distrance of 50 m From building area lncludinq
dewat
II) Upto 150 m depth
In) For 150 to 300m depth
36000
36180
cum
cum
2006979
000
755
962
8105
0339
7987
Item no 5 Providing and laying in situ CC M-101 36 of trap
quartzitel gneiss metal foundation including necessary bailing out
water compacting and curing (including form work centering
and excluding dewatering by pump) etc complete
3349513
Item no 6 Providing and laying M-15 RCC of trapl granitel quartzitel
gneiss metal for cast in situ piers abutments returns wings etc
including compacting by vibrating and including formwork and
bailing out water 30997757
348230
382440
22645 cum
Item no 7 Providing and cutting bending hooking laying in position and
tieing HYSD steel bar for reinforcement as per detailed
drawings for all RCC works
Item no 8
Providing selected hard murum filling including layng in layers of 15 cm to 20 cm watering and compacting etc complete
1808550
Item no 9 Prividing and laying cement concrete pipe of IS NP2 1200 mm
in proper line level and slope including providing amp fixing collars 395075 rmt 10825055 274 in cement mortar 12 etc complete
TOTAL Rs Add bull
Add 1 Insurance
402(I Add 1 LWF
I Grand Total 510546 88
Say Rs 51054700I bull bull _ bull
05 it-
Prepared By
UDKande Pune
Sub Engineer Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2
Kuchi SangIi
JATH MAIN CANAL
Name of worrk Construction of SH Road Crossing Of Hiware Walekhindi Dy ch3630--m
MEASUREMENTS
Item no 1 Excavation for foundation in earth soil of all types sand gravel and soft murum including
removing the excavated material upto a distance of 50 m Beyond the building area amp
stacking and spreading as directed dewatering preparing the bed for foundatio
Total Depth Of Excavation = GL - Foundation 2990 M
strata = soil = 0000 m HM= 0150 m SR = 0200 m HR = 1852 m
Upstream amp Downstream Head Wall = 2 1031 292 0000 000 Curr
Staunch Wall= 2 392 05 0000 000 I Pipe Trench 1 1370 302 0000 034 Curr
I Total n 34 CUR
Item no 2 Excavation for foundation in hard nurum including removing the excavated matrial upto a
distrance of 50 m Beyond the buildind area amp stacking and spreading as directed
dewatering preparing the bed for foundation and necessary back filling ramming wat
Upstream amp Downstream Head Wall = 2 1031 292 0150 452 Cum
Staunch Wall= 2 392 05 1072 210 I Pipe Trench 1 1370 302 0622 2573 Curr
Total 3235
Item no 3 Excavation for foundation in soft rock and old cement and lime masonary foundation
including removing the excavated material upto a distrance of 50 m Beyond the building
area amp stacking and spreading as directed dewatering preparing the bed for foundat
Upstream amp Downstream Head Wall = 2 1031 292 0200 602 Cum
Staunch Wall= 2 392 05 0000 000 I Pipe Trench 1 1370 302 0000 000 Curr
Total
l
Item no 4 Excavation for foundation in hard rock by blasting including trimming and levelling the bed
by chiselling where necessary and removing the excavated material and stacking it in
measurable heaps within distrance of 50 m From bUilding area including dewat
Upstream amp Downstream Head Wall = 2 1031 292 1852 5575 Cu
Staunch Wall= 2 392 05 0000 000
Pipe Trench 1 1370 302 0000 000 Curr Total
m
059
903 Cu0300
030005
292
392
1031
2Staunch Wall=
Item no 5 Providing and laying in situ CC M-l0136 oftrap granite quartzite gneiss metal foundation including necessary bailing out water compacting and curing (including form work centering and excluding dewatering by pump) etc complete
Upstream amp Downstream Head Wall = 2
Total 962
m
Item no 6 Providing and laying M-15 RCC of trap granite quartzite gneiss metal for cast in situ piers abutments returns wings etc including compacting by vibrating and including formwork and bailing out water
Ups ampDs Head Wall Vertical 2 971 060 035 408 Curr
Ups ampDs Head Wall Sloping 2 971 146 221 6265 Curr Around Pipe (Credal Concrete 1 1201 158 158 2998 Curr Parapet Wall= 2 971 030 015 087
Total = 97589 Cun DEDUCTIONS
Pipe In Wall 2 084 121 -204 Curr
Pipe 1 1201 121 -1450 Curr
I Total = 81053 Cun
Item no 7 Providing and cutting bending hooking laying in position and tieing HYSD steel bar for reinforcement as per detailed drawings for all RCC works
Ups ampDs Head Wall Vertical 2 971
Ups ampDs Head Wall Sloping 2 971
035
221
000
000
680 Sqn
I 4291 Sqn
I
I
I
I I I
Around Pipe (Credal Concrete 1 1201 158 1898 Sqn Parapet Wall= 2 971 030 015 583 Sqn
I Total Are 67716 Sqn
Qty of Steel Surface Area x 62kg I sqm Provide 10mm dia 200mm cc
= 67716 x 5 kglsqm = 33858 kg = 0339 MT =
Item no 8 Providing selected hard murum filling including layng in layers of 15 ern to 20 ern watering and compacting etc complete
Above TBl A Back Ftal Excavatical Conc Qnty+PipeArea) 33425 Curr Up To Gl B Murum 264 044
above 1X12X43XO9 4644 Total 7987
Item no9 Prividing and laying cement concrete pipe ofLS NP2 1200 mm in proper line level and slope including providing amp fixing collars in cement mortar 12 etc complete I
2 14
Total
274 RM
274
bullbullbullr
I VCaual
KUCHl
(
Name of worrk Construction of SH Road Crossing Of Hiware Walekhindi Dy ch3630-middotm
SrNo ittem Quantity
4 Bed Level BL m 644449
8 S1 m 1 1500
12 iNatural Surface Level NSL m 645971
2 of crossinn m 60middotmiddotmiddotmiddot middot middot middot r middotmiddotmiddot middotmiddotmiddotmiddot middotmiddotmiddotmiddot r middotmiddotmiddotmiddotmiddotmiddotmiddot middotmiddotmiddotmiddot middotmiddotmiddotmiddotmiddot middot
6 Bearino TMA2 20bullbull bullbullbullbullbullbullbullbullbull bullbull middotmiddotmiddotmiddotmiddot middot middot middot middotmiddotmiddotmiddot middotmiddotmiddotmiddot middot middot middot middot middotmiddotmiddotmiddotmiddot
Soil Strata I Trial Pit Results 1 Depth of Soft soil m o 2 Depth of Hard murum m 015 3 Depth of Soft Rock m 02 4 Depth of Hard Rock m 1852
Page 1
01 DESIGN 1 Assume a pipe diamter = D = 1200
TT= 314 Area of Pipe = TT 14 x D 2 =
3144x(12001000)2 113 sq m FSD 075 m Use Two pipes to carry total discharge
c r= r- hd = 450
600 h=thd = 150-- 0
FSD = 750
Sin a = Perpendicular 1hypoteneus= hd 1r = 025 Sin a = 025 Hence a = 959 degree
180-2xa= 16082 Length of Segment BCD = L = x TT x r 1180 =
L= 16082x314x600180 0842 m
Area of segment above FSD = Area of BCD = L x h x 23 = 0842x450x23= 0253 sq m
Total Area upto FSD = Area of pipe - Area of segment upto FSD = 11304-0253= 08774 sq m
Since we are using two pipes n = 2 Total Area up to FSD = 17548 sq m
02 Calculate the Afflux Afflux = V21788 + 001524) x [(A2a 2)-1]
10521788+001524)x(A2a2)-1middot= A = area of flow of canal = (2x15xO75+09)+09)2xO75=
A = 1519 sq m a = area of pipe upto FSD = 1755 sq m
Afflux = 0077 x -0251 -0019 m -19 mm
03 Find area and Wetted perimeter for FSD plus Afflux h = New FSD 075+-0019= 0731 m hd = 368-300 = 131
Sin a = Perpendicular 1hypoteneus= hd 1r = 0218333 Hence a = 131 degree
Angle = 180 - 2 x a = 1538 Length of Segment BCD = L = x TT x r 1180 =
L = 1538x314x1180 0805 m
Area of segment above FSD = Lx h x 23 = h = 300 - 68 = 232 m
Area of segment above FSD = 0805x2321000x23= 0125 sq m
Page 2
04 Area of segment below FSD =Area of Pipe less area above segment 11304-0125=
10054 sq m For Two pipes Area = 20108
05 Perimeter =Cir Of Pipe less Length of chord L of segment above FSD Perimeter = 314x120011000-0805=
1884 minus 0805 = 1079 m For Two pipes Perimeter = 2158 m
06 R = AlP 0931789 m 07 Number of rows n Two 2 08 Velocity through pipe = q 1a X 2 =
0791 msec 09 Calculation of Losses in the Structure shy
Head loss at entry h1 = Cdx(v22-v)2xg=
Cd = 05 V2 = 0791 rnsec V1 = 105 msec
h1 = 05x(0791 2-1052)(2x981)= -0012 m
Head Loss at Exit =h2 = 2 x h1 = -0024 m Frictional Loss in Pipe
hf = Lx (QCr) 181 199462 x d 481 = Where L = 5 m Q = 0151 cumec Cr = 065 for RCC pipesand D = 0900 m hf = 5 x (0151065) 181 199462 x (060) 481 = hf= 0005 m Losses are worked out for one pipe Since we are using two pipes the losses shall be doubled Total Loss = 2 x (h1 + h2 + hf) = -0062 m
Actual provided 0 mm Loss due to structure = -62 mm Afflux due to structure = -19 mm Since both Afflux amp Head Loss are negligible Hence it is ok
10 Bed Width at Junction = n x d + 2 x n x t + (n-1) x Gap= Where n is rows of pipes = 2 no
dis dia of pipe = 1200 mm t is the thickness of pipes - 80 mm
G gap between two rows = Key 300 mm Bed Width at Junction = 2x1200+2x2x80+(2-1)x300=
3020 mm
Page 3
11 length of Head wall = TBL-CBL and GL-CBL which ever is more shy
1522 m 4 x (TBL - CBL) or (GL-CBL) + BW at Junction + 2 x Key =
4x(645971-644449)+3020+2x300= 9709 mm
12 length of Stauch wall = nXd+2xnxt+(n-1)xGap + 2 x Key
3620 mm 13 length of Transition - Splay 1 10
(bed width of junction - Bed width of canal)2 x 10 = (3020-900)2x10
10600 mm 14 Controlling levels
Pipe Invert level = CBl = 644449 m Natural Surface Level = G L = 645971 m Top of the Bank Level = TBL = 645399 m Top of the pipe Level - CBL + d + t =
645729 m Min Murum Cover = 34 x d = 450 mm Wearing coat = 100 mm Top of Road level = 646279 mm
Slope for joining GL to Road formation LevI 1 in 30 Difference between Road and Ground Levels = Road Level - GL =
0308 0308 m Length of Connection bet Road amp Ground Level 0
Min Murum Bedding = 12 x d = 0 mm Bottom of Pipe Level = 644369 m Staunch Wall Foundation Level 300 mm below murum filling = 0 mm Staunch Wall Foundation = 644369 m Staunch Wall top width = 200 m Staunch Wall foundation width = 500 m foudation depth= 150 m Head wall foundation shyHeight of Foundation below the
Bottom of Pipe = 300 mm Foundation Depth = 300 mm Head Wall Foundation Level = 643769 m Top of Head wall = 646779 m 500 mm above Road Level incl 150 mm coping Top Width of Head wall = 600 mm With 750 x200 x 150 guard Stone 1Pillars Foundation Projection = 300 mm
mm
Page 4
0308
15 Stability Analysis of Head Wall
Guad Stones 2000 mm 750 X 200 X 150 mm
646779 I
646279 Road Format I
NSL
I I
645971
I2710 --------1-----------------middot2210
I ICBL 644449 I I I
A 1720 300 Ipa x Rx 21 644069 bull I 09476
300 643769 IB
2920
BaseWidth Moments about A RL 644069 m b= 232
Particulars Force r - - - L Arm I Moments -----------------------------------r------------ --------------------r---------
H V + ve - ve
middotmiddot -------------I------------+------------t------------ -------------------+----------------I---------------t-------------1-----------shy
W3 I 172 221 21 050 399 175 6971
1385 257 16933 232
19253 X = 1 = 139
a) B3 = 0773333 TRUE 1546667 2b3= Design OK e = b2 - x = -023 023
b) P max = Wb x (1+ (6xe I braquo = 9519 Design OK within SBCapacity c) P min = Wb x (1- (6xe 1braquo = 2418 Design OK Possitive Value to P min d) Factor of safety against overturnir 15
FS sliding =IM + ve 1 IM - ve = 25290752 = 729992952 Design O K
e) Factor of safety against sliding = 15 FS sliding =IM + ve 1 IM - ve = x I WI I V =
0333 x 2062 1562 = 1795727182 Design O K
Page 5
Base Width Moments about B RL 643769 m B= 292
Particulars L Arm Moments ------------------------------------------- ----- --------_-------- --------------- --------------- ---__------ -_ _-------shyH V + ve va _----------i------------+------------t------------ ---------------- -------shy
W1 06 271 24 1 390 06 2341 ------------l--------------------------T------------ ------------------------------------T---------------r-----------------------shy
W2 172 221 24 050 456 147 6721
r W5 03 292 24 1 210 146 3070 middot middotmiddotmiddot middot
------------1------------------------------------
27335 X = I = 1714
a) B3 = 0973333 TRUE 1946667 2b3= Design OK e = b2 - x = -0254 0254
b) P max = Wb x (1+ (6xe I b)) = 8313 Design OK within SBCapacity c) P min = Wb x (1- (6xe I b)) = 2611 Design OK Possitive Value to P min d) Factor of safety against overturnir 15
FS sliding + ve I - ve = 25290752 = 760 Design O K
e) Factor of safety against sliding = 15 FS sliding + ve I - ve = x r W I V =
0333 x 2062562 = 1676613472 Design O K
Sectional Eaglll bull er Vjani Canal No KUeHl
Page 6
I LEAD S TAT E MEN T (km-4) Name of worrk Construction of VRB Of Hiware Walekhindi Dv ch3630--m
km-4 - As per B ampC DSR 2008-09
Sr No Material Sources Lead in KM Total Net Lead Charges
Initial Lead Charges
Unit
1 Sand Balundgi 72 80712 12964 67748 Cum
2 Metal Revnal 24 33284 12964 20320 Cum
3 Cement Jath 22 22179 9260 12919 MT
4 Rubble Local 100 7876 12964 000 Cum
5 Steel Jath 22 22179 9260 12919 MT
6 Water Local 5 8642 8642 000 1000 Ltr
7 Murum Local 2 000 000 000 Cum
8 Pipe
Miraj 72 13773 2212 11561 Cum600rnm
9 Pipe
Miraj 72 26904 4321 22583 Cum800mm
10 Pipe
Miraj 72 26904 4321 22583 Cum900mm
11 Pipe
Miraj 72 26904 4321 22583 Cum1000mm
12 Pipe
Miraj 72 80713 12964 67749 Cum1200mm
Royalty Charges 3534 -3534 Increase in Cost of 11
Cement bullbull
Head Lead for 100 m 1585 Lead for 500 m 3297 Lead for 30 m 610
Loading amp Unloading 5335 MT
2100 30716 8946 21770 Rubble For Structure Local
ement Lead Charges 1KM 363 Initial Lead for Water 1166
1) Certified that the lead charges for different materials are as per for super Passage at ch 45460 statement (vide letter CE (SP) 1CE-4Jath Canal62591 I 2) Certified that the lead charges for different materials are as per approved lead for super Passage at ch 45460 statement (vide letter SE KKLlPC sanglil PB - 41 Jath lead4199 1Dt03092005) 3) Certified that the sufficient quantity of material will be availabel from quarries
UPrepared By al bullbullr
Sub
ound Correct U D Kande
Pune
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
Superintending Engineer
Krishna Koyna Lift Irrigation Project Circle
SangIi
RATE ANALYSIS No1
ITEM No1 shyExcavation for foundation in earth soil of all types sand gravel and soft murum including removing the excavated material upto a distance of 50 m Beyond the building area amp stacking and spreading as directed dewatering preparing the bed for foundation and necessary back filling ramming watering including showing and strutting etc complete
1) Basic Rate Rs 9000 Cum (PWD DSR 2008-09 PND 175 I no 1 )
Total RS 9000 SayRs Cum
Prepared By Cor ct
U D Kande Pune Sub
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
RATE ANALYSIS No 2
ITEM No2 shyExcavation for foundation in hard nurum including removing the excavated matrial upto a distrance of 50 m
Beyond the buildind area amp stacking and spreading as directed dewatering preparing the bed for foundation and necessary back filling ramming watering including shoring and strutting etc complete
1) Basic Rate (PWD DSR 2008-09 PND 175 I no
2)
Rs 10200 Cum
Total RS SayRs
10200 Cum
Prepared By Technically Checked Found Correct
Sub Divisional Engineer Ujjani Canal Sub-Division No33
Kuchi
U D Kande
Pune
Mhaisal Pump House Dn No2 Sangli
RATE ANALYSIS No3 ITEM No3 shyExcavation for foundation in soft rock and old cement and lime masonary foundation including removing the excavated material upto a distrance of 50 m Beyond the building area amp stacking and spreading as directed dewatering preparing the bed for foundation and necessary back filling with available earth murum ramming watering including shoring and strutting etc complete
1) Basic Rate Rs 22500 Cum (PWD DSR 2008-09 PNG 175 I no 4)
Total Rs 22500 SayRs _ Cum
Technically Checked ampPrepared By Cr c
u D Kande
Pune Sub Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2
Kuchi Sangli
I
I
RATE ANALYSIS No4 ITEM No4 shyExcavation for foundation in hard rock by blasting including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within distrance of 50 m From building area including dewatering and back filling with available earth murum ramming watering etc complete
1) Basic Rate Rs 36000 Cum (PWD DSR 2008-09 PND I no 5)
Total Rs 36000 SayRs Cum
Prepared By fcchnicaHy Checked amp found Correct
u D Kande Pune Sub Divisional Engineer Exec ive Engineer
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
l
RATE ANALYSIS No6
ITEM No6 shyProviding and laying M-15 RCC of trap granite quartzite gneiss metal for cast in situ piers abutments returns wings etc including compacting by vibrating and including formwork and bailing out water
1) Basic Rate Rs 320000 Cum (PWD DSR 2008-09 PNO 181 I no 37)
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Metal 09 09 Cum 20320 18288
2) Sand 045 045 Cum 67748 30487
3) Cement 0295 0295 MT 12919 3811 Total Rs 52586
Additional Royalti Charges For Sand 045 10600 477
Additional Royalti Charges For Metal 09 3534 3181
Total Rs 380536
Add 050 VAT 1903
Total Rs 382439
Say Rs I I
ctl_E t
Technically Checked IPrepared By Correct
UDKande Pune Sub
Djjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
l
i
RATE ANALYSIS No7
ITEM Providing and laying in situ CC M-I0l36 of trap granite quartzite gneiss metal foundation including necessary bailing out water compacting and curing (including form work centering and excluding dewatering by pump) etc complete
1) Basic Rate Rs 284635 Cum (PWD DSR 2008-09 PND 176 I no 15)
Add lead charges
Material Qty Qty for item Unit Charges Amount
1) Metal 094 094 Cum 20320 19101
2) Sand 047 047 Cum 67748 31842
3) Cement 02025 02025 MT 12919 2616
Total Rs 53558
Additional Royalti Charges For Sand
Additional Royalti Charges For Metal
Add 050 VAT
cbullbullbullEbullbullmiddotbull
Prepared By
U D Kande
Pune Sub Ujjani Canal Sub-Division No33
Kuchi
047 10600 4982
094 3534 3322
Total Rs 346497
1732
Total Rs 348230
SayRs I Cum -
rcchnlcally rhecKed amp Quod Correct
Mhaisal Pump House Dn No2 Sangli
l
RATE ANALYSIS 9
ITEM No9 shyProviding and cutting bending hooking laying in position and tieing HYSD steel bar for reinforcement as per detailed drawings for all RCC works
Rate Analysis For Basic Rate Of Steel
Ref Procedure Adopted As Per sanction Estimate No 22309 by CE(SP)Pune
1) Labour Charges ( PWD SOR 2008-09PNO 182 I no 44 )
Rs 264200 1Cum
Basic Rate as per SEPWDPune Letter No 2332 at 30312010 is Rs 37000 1shy
2) Material 1) Steel 105 3700000 38850
2) Binding Wire 4 KgMT 48 19200
3) Initial Lead 105 926 Total
9723
3913923
Add Sundries Add Overheads
05
10
Total
19570 391392
IMTTotal Rate l5~~middot ershy4 6 1MT
12919Add Lead Charges For Steel 1 MT 12919
Total Rate
Add VAT 05 2 CC
n scu r
Prepared By
UD Kande
Pune Sub Ujjani Canal Sub-Division No33
Kuchi
Say Rs 1MT
Mhaisal Pump House Dn No2
Sangli
Qund Correct
Total Rate
-
RATE ANALYSIS 10
ITEM No 10 shyProviding selected hard murum filling including layng in layers of 15 em to 20 em watering and compacting etc complete
1) Basic Rate Rs 19000 Cum (PWD SOR 2008-09 PNO 173 I no 10 )
Add Royalty Charges For Murum 3534 3534 Total Rate 22534
Add VAT 05 113
Total Rate 22647
Say Rs 22645 Cum bulla EI
Prepared By
found Correct
UDKande Pune Sub Divisional Engineer
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
i
RATE ANALYSIS 17
ITEM No 17 -Prividing and laying cement concrete pipe ofLS NP2 900 rom in proper line level and slope including providing amp fixing collars in cement mortar 12 etc complete
1) Basic Rate Rs 203500 Rmt ( PWD SOR 2008-09 PNO 172 I no 6d )
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Supply Of Pipe 1 1 M 22583 22583 2) Sand 00021 00021 Cum 67748 142 3) Cement 00016 00016 MT 12919 021
Total Rs 22746
Add Royalty Charges For Sand 106 00021 022
Total Rs 226268
Add VAT 05 1131 Total Rs 227400
Say Rs I 227400 i
I Rmt
Sctlo1
-rnmd CorrectPrepared By
D Kande I Pune Sub Executive Engineer
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
Superintending Engineer
KKLIRRProject Circle Sangli
RATE ANALYSIS 19
ITEM No 19 -Prividing and laying cement concrete pipe of1S NP2 1200 mm in proper line level and slope including providing amp fixing collars in cement mortar 12 etc complete
1) Basic Rate Rs 325000 Rmt ( PWD SOR 2008-09 PNO 172 I no 6f )
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Supply Of Pipe 1 1 M 67749 67749 2) Sand 00044 00044 Cum 22583 099 3) Cement 00032 00032 MT 67748 217
Total Rs 68065
Add Royalty Charges For Sand 106 00044 047
Total Rs 393112
Add VAT 05 1966 Total Rs 395077
Prepared By s hecked
SayRs 395075 I Rmt
U D Kande
Pune Sub
Pound Correct
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
Superintending Engineer
KKLIRRProject Circle Sangli
Name of worrk constrr of SH Road Crossing Of Hiware Dy ch3630--m
gt1
BL
13700 )1 n COPING M-15 20 rso x iso
D size I eoo I I I III
646629 1
eaee soc130 SLOPE JOINING IP AT TBl
SR
644069
643769 644069
643769
STAUNCHWALL SECTIONOF HEAD WALL
SECTION AT A - A
o -e-
o GL 645971 o
o
U o w Z
0
rn( oB
300
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Sub-PLAN
Ujani Canal Sub-Dv No 33 bullbullbullbull EI KUeHl
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ame of work Construction of VRB at Ch Hivare - Walekhindi Dy Km NO4
SUB-ESTIMATE -2 (DIVERSION) ABSTRACT
Description Rate I UnitQuantity I Unit Amount
4500ICum
25920ICum
Item No1shyProvding earthwork for embankment Withl approved materials obtained from departmental land and other source including all lifts and leads laying in layers of 20 centimetre to 30 centimetre thickness breaking clods dressing to the required lines curves grades and sections compacting with power roller completeI(Rate Analysis No1) Item No2shySupplying 60 rnilimetre trap stone over metal at the side inclduing conveying stacking complete by blasting
I(Rate Analysis No2) Item No3shySupplying 40 milimetre trap stone metal dl~cum
broken at the side including conveying and stacking complete by blasting
I(Rate Analysis No3) Item No4-Supplying hard murum at the side including conveying and stacking complete I(Rate Analysis No4)
~
Item No5shySupplying soft murum at the rod side conveying and stacking complete
I(Rate Analysis No5) Item No6shySpreading130 milimetre metal including sectioning complete (DSR Rate 2008-09 Add Vat 050
1800t
Total Rs Say Rs 1810
Item No7shySpreading milimetre rnetal including sectioning complete (DSR Rate 2008-09 51148) 18 Add Vat 050 009
Total Rs 1809 Say Rs 1810
I I Description Rate I Unit AmountQuantity I Unit
Item No8shySpreading hard murum on the19500ICum formation over the road formation for side width and oversize metal includign sectioning etc compelte (DSR Rate 2008-09 Add Vat 050 006
Total Rs 1106 Say Rs 1105
Item No9shy1620ICum Spreading blindage of soft murum over
the water bound macadam surface etc complete (DSR Rate 2008-09 50149) 11Add Vat 050 006
Total Rs Say Rs
Item No10-48600ISqm Compacting the sub grade 1 gravel 1
over size metal ( 200 milimetre loose) tgt layer with power roller including
necessary labour material and artifical waterino complete (DSR Rate 2008-09 75 Add Vat 050
Total Rs 754 Say Rs
Item No11-45000ISqm Compacting the sub grade 1 gravel 1
over size metal ( 100 milimetre loose) - layer with power roller including necessary labour material and artifical waterinq complete (DSR Rate 2008-09 Add Vat 050 003
Total Rs 653t Say Rs 655
Item No12-45000ISqm Compacting the hard murum size width
layer on each side with power roller
including arthficial watering complete
(DSR Rate 2008-09 60149) 24I
Add Vat 050 001 Total Rs
Say Rs Total Rs
215500
I
~ U Ujani Canal Sub-Dv No 33
Narne of work Construction of VRB at Ch of Hivare - Walekhindi Dy Km No4
SUB-ESTIMATE -2 (DIVERSION)
MEASUREMNT No Length Breadth Height Quantity
Item No1-Provding earthwork for embankment with approved materials obtained from departmental land and other source including all lifts and leads laying in layers of 20 centimetre to 30 centimetre thickness breaking clods dressing to the required lines curves grades and sections compacting with power roller complete
DIVERSION 1 x 810 + 1150 x 075 = 88200 Cum 2
Item No2shySupplying 60 milimetre trap stone over size metal at the rod side inclduing conveying and stacking complete by blasting
DIVERSION 1 x 120 x 405 x 020 = 9720 Cum
Item No3shySupplying 40 milimetre trap stone metal hand broken at the rod side including conveying and stacking complete by blasting
DIVERSION 1 x 120 x 375 x 010 = 4500 Cum
Item No4shySupplying hard mururn at the rod side including conveying and stacking complete
SIDE WITH 1875 + 2175 2 =2025 2 x 120 x 2025 x 020 = 9720 SIDE WITH 1875 + 2175 2 =2025 2 x 120 x 2025 x 020 = 9720
13 Qty(9720 + 9720) = 6480
25920 Cum
Item No5shySupplying soft murum at the rod side including conveying and stacking complete
14 Qty of 6480 1620
1620 Cum
Item No6shySpreading 60 milimetre metal including sectioning complete
Qty as per Item NO3 1 x 195 = 195 Cum ( 9750 + 9750)
Item No7shySpreading 6040 milimetre metal including sectioning complete
Qty at per Item No4 9720 + 9720 x 1 = 6480 Cum 3
Item No8shySpreading hard rnurum on the rod formation over the road formation for side width and oversize metal includign sectioning etc compelte
Qty as per Item NO4 1 x 195 = 195 Cum ( 9750 + 9750)
Item No9shySpreading blindage of soft murum over the water bound macadam surface etc complete
Qty as per Item No5 1 x 1620 = 1620 Cum
Item No10shyCompacting the sub grade gravelover size metal ( 200 milimetre loose) layer with power roller inclUding necessary labour material and artifical watering complete
DIVERSION 1 x 120 x 405 = 48600 Sqm
Item No11shyCompacting the sub grade gravelover size metal ( 100 milimetre loose) layer with power roller including necessary labour material and artifical watering complete
APPROACH 1 x 120 x 375 = 45000Sqm
Item No12shyCompacting the hard murum size width layer on each side with power roller including arthficial watering complete
2 x 120 x 1875 = 45000Sqm
Name of work Construction of VRB at Ch Hivare - Walekhindi Dy Km No4
3
RATE ANALYSIS No1
Item No1-
Provding earthwork for embankment with approved materials obtained from
departmental land and other source including all lifts and leads laying in layers of 20
centimetre to 30 centimetre thickness breaking clods dressing to the required lines
curves grades and sections compacting with power roller complete
1) Completed item rate as per DSR 2008-09 Item No 29 -Page No
2) Add VAT 045 Cum
Total Rate
Say Rate Cum
Vjani Canal Sub-Dv No 33 KUCHI
Technically Checkell
found Pum
No2
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No2
Item No2shy
Supplying 60 milimetre trap stone over size metal at the rod side inclduing conveying and stacking complete by blasting
1) Completed item rate as per DSR 2008-09 16500 Cum Item No 41 Page
2) Additional lead charges for 60 mm metal for 24 Km For 25 For 20 Diff For 5 Km for 1 Km -For 24 Km -
bullbull -Deduct initial lead 12- - 12964
Net Lead =
20322 = 20322 x 1 =
Total _
2) Add VAT 050
Total Rate
Say Rate
Technically CanalSub-Dv No 33 ampfoundcorrecl KUCHl _
SPKulkarnI Pump House SecLEngr(II)
No2
Name of work Construction of VRB at Ch Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No3
Item No3shy
Supplying 40 milimetre trap stone metal hand broken at the rod side including conveying and stacking complete by blasting
1) Completed item rate as per DSR 2008-09 17500 I Cum Item No 43 Page No 147
2) Additional lead charges for 60 mm metal for 24 Km For 25 For 20 Diff For 5 Km for 1 Km
For 24 _ - Deduct initial lead 1291gt4 V
Net Lead =
- x = 1
Total Cum
2) Add VAT 050 Cum
f
Total Rate Cum
Say Rate Cum
UjaniCanalSub-Dv No 33 KUeHl
TechnIcally Checked amp correct
SPKulkarni SectEngr(H) Pump House
No2 Sangli
Narne of work Construction of VRB at Ch of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No4
Item No4shy
Supplying hard rnurum at the rod side including conveying and stacking complete
raquo 1) Completed item rate as per DSR 2008-09 7300 Cum
Item No No
--omiddot---middotmiddotmiddotmiddotmiddot--middotmiddot-middotmiddotmiddot-middot----- 2) Additional lead charges for Murum for
x 1 bull _ Cum bullbullbullbull bull bullbull - bull
Total Cum
2) Add VAT 050 Cum
Total Rate I Cum
Say Rate
UjaniCanal Dv No KUeHl
TechnIcally Checked found correct
SectEng r(II) Pump House
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No5
Item No5shy
Supplying soft murum at the rod side including conveying and stacking complete
1) Completed item per DSR 2008-09 7000 Cum Item No 46 Page No
=
Total I Cumr 2) Add VAT 050 - Cum
Total Rate I Cum
SayRate
Ujani CanalSub-De No 33 KUeHl
Executive Engineer MhaisalSctEngr(II)
n
2)
bull __
Additional lead charges for Murum for 2 Km
Tecllnlcllly Checked
bullKulkarni
__
-
1h -
Itz b bull bull
bull
___ _
-J
I J
I _T _
I
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Name of worrk Construction of SH Road Crossing Of Hiware Walekhindi Dy ch3630--m
RECAPITULATION SHEET
Sr No
1
2
3
Prepared By
UDKande ConlraclorPune
Name of Work
Name of worrk Construction of SH Road Crossing Of Hiware Walekhindi Dy ch3630--m
Add 2 Contegencies
Add 1 WCEsst
Gross Total Rs SayRS
Estimated Cost
i shy
SubUjjani Canal Sub-Division No33
Kuchi Pump House On No2
bull Sanglic--
Superintending Engineer Technically Sanctioned for K K L IRRProject Circle R t 0 I R s e r bull upees I
Sang I bullbull bullbull
only under TORN0 For20r 0 -201i I
-tI
Eg1_Pump
Division No
Name of wonk Construction of SH Road Crossing Of Hiware Walekhindi Dy ch3630--m
CERTIFICATE
1 Certified that the estimate is Technically amp Arithmatically checked 100 in Subdivision office amp Division office
2 Certified that the strata is classified as per the Trial pits and found 100 correct
3 Certified that the Canal Bed levels are verified with latest approved CBL Statement and found correct
4 Certified that the Design Discharge is verified with latest approved Cut off Statement and found correct
5 Certified that the leads provided in the estimate are personally verified by me and found correct
6 Certify that the adequate and good quality of materials are available with the lead shown in the Estimate
7 Certified that the rates adopted are as per ID DSR 2009-10 And BampC DSR 2008-09
SubUjjani Canal Sub-Division No33
Mhaisal Pump House Dn No2
Kuchi Sangli
Name of worrk Construction of Hiware Walekhindi Dy ch3630--m
CERTIFICATE
1 Certified that the rates adopted are as per ID DSR 2009-10 And B amp C DSR 2008-09
2 Certify that the Leads and lifts proposed are generally in order in the Estimate
Superintending Engineer KKLIRRProject Circle
Sangli
Name of worrk Construction of SH Road Crossing Of Hiware Walekhindi Dy ch3630--m
ABSTRACT SHEET
Quantity Description of Item Rate Per Amount
034
000
Item no 1 Excavation for foundation in earth soil of all types sand gravel
and soft murum including removing the excavated material upto
a distance of 50 m Beyond the building area amp stacking and
spreading as directed dewatering preparing the bed for
foundatio
II) Upto 150 m depth
In) For 150 to 300m depth
9000
8040
cum
cum
3060
000
3235
000
Item no 2 Excavation for foundation in hard nurum including removing the
excavated matrial upto a distrance of 50 m Beyond the buildind
area amp stacking and spreading as directed dewatering
preparing the bed for foundation and necessary back filling
ramming wat
II) Upto 150 m depth
In) For 150 to 300m depth
10200
9045
cum
cum
329981
000
602
000
Item no 3 Excavation for foundation in soft rock and old cement and lime
masonary foundation including removing the excavated material
upto a distrance of 50 m Beyond the building area amp stacking
and spreading as directed dewatering preparing the bed for
foundat
II) Upto 150 m depth
In) For 150 to 300m depth
I 22500
I 22110
cum
cum
135460
000
5575
000
Item no 4 Excavation for foundation in hard rock by blasting including
trimming and levelling the bed by chiselling where necessary and
removing the excavated material and stacking it in measurable
heaps within distrance of 50 m From building area lncludinq
dewat
II) Upto 150 m depth
In) For 150 to 300m depth
36000
36180
cum
cum
2006979
000
755
962
8105
0339
7987
Item no 5 Providing and laying in situ CC M-101 36 of trap
quartzitel gneiss metal foundation including necessary bailing out
water compacting and curing (including form work centering
and excluding dewatering by pump) etc complete
3349513
Item no 6 Providing and laying M-15 RCC of trapl granitel quartzitel
gneiss metal for cast in situ piers abutments returns wings etc
including compacting by vibrating and including formwork and
bailing out water 30997757
348230
382440
22645 cum
Item no 7 Providing and cutting bending hooking laying in position and
tieing HYSD steel bar for reinforcement as per detailed
drawings for all RCC works
Item no 8
Providing selected hard murum filling including layng in layers of 15 cm to 20 cm watering and compacting etc complete
1808550
Item no 9 Prividing and laying cement concrete pipe of IS NP2 1200 mm
in proper line level and slope including providing amp fixing collars 395075 rmt 10825055 274 in cement mortar 12 etc complete
TOTAL Rs Add bull
Add 1 Insurance
402(I Add 1 LWF
I Grand Total 510546 88
Say Rs 51054700I bull bull _ bull
05 it-
Prepared By
UDKande Pune
Sub Engineer Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2
Kuchi SangIi
JATH MAIN CANAL
Name of worrk Construction of SH Road Crossing Of Hiware Walekhindi Dy ch3630--m
MEASUREMENTS
Item no 1 Excavation for foundation in earth soil of all types sand gravel and soft murum including
removing the excavated material upto a distance of 50 m Beyond the building area amp
stacking and spreading as directed dewatering preparing the bed for foundatio
Total Depth Of Excavation = GL - Foundation 2990 M
strata = soil = 0000 m HM= 0150 m SR = 0200 m HR = 1852 m
Upstream amp Downstream Head Wall = 2 1031 292 0000 000 Curr
Staunch Wall= 2 392 05 0000 000 I Pipe Trench 1 1370 302 0000 034 Curr
I Total n 34 CUR
Item no 2 Excavation for foundation in hard nurum including removing the excavated matrial upto a
distrance of 50 m Beyond the buildind area amp stacking and spreading as directed
dewatering preparing the bed for foundation and necessary back filling ramming wat
Upstream amp Downstream Head Wall = 2 1031 292 0150 452 Cum
Staunch Wall= 2 392 05 1072 210 I Pipe Trench 1 1370 302 0622 2573 Curr
Total 3235
Item no 3 Excavation for foundation in soft rock and old cement and lime masonary foundation
including removing the excavated material upto a distrance of 50 m Beyond the building
area amp stacking and spreading as directed dewatering preparing the bed for foundat
Upstream amp Downstream Head Wall = 2 1031 292 0200 602 Cum
Staunch Wall= 2 392 05 0000 000 I Pipe Trench 1 1370 302 0000 000 Curr
Total
l
Item no 4 Excavation for foundation in hard rock by blasting including trimming and levelling the bed
by chiselling where necessary and removing the excavated material and stacking it in
measurable heaps within distrance of 50 m From bUilding area including dewat
Upstream amp Downstream Head Wall = 2 1031 292 1852 5575 Cu
Staunch Wall= 2 392 05 0000 000
Pipe Trench 1 1370 302 0000 000 Curr Total
m
059
903 Cu0300
030005
292
392
1031
2Staunch Wall=
Item no 5 Providing and laying in situ CC M-l0136 oftrap granite quartzite gneiss metal foundation including necessary bailing out water compacting and curing (including form work centering and excluding dewatering by pump) etc complete
Upstream amp Downstream Head Wall = 2
Total 962
m
Item no 6 Providing and laying M-15 RCC of trap granite quartzite gneiss metal for cast in situ piers abutments returns wings etc including compacting by vibrating and including formwork and bailing out water
Ups ampDs Head Wall Vertical 2 971 060 035 408 Curr
Ups ampDs Head Wall Sloping 2 971 146 221 6265 Curr Around Pipe (Credal Concrete 1 1201 158 158 2998 Curr Parapet Wall= 2 971 030 015 087
Total = 97589 Cun DEDUCTIONS
Pipe In Wall 2 084 121 -204 Curr
Pipe 1 1201 121 -1450 Curr
I Total = 81053 Cun
Item no 7 Providing and cutting bending hooking laying in position and tieing HYSD steel bar for reinforcement as per detailed drawings for all RCC works
Ups ampDs Head Wall Vertical 2 971
Ups ampDs Head Wall Sloping 2 971
035
221
000
000
680 Sqn
I 4291 Sqn
I
I
I
I I I
Around Pipe (Credal Concrete 1 1201 158 1898 Sqn Parapet Wall= 2 971 030 015 583 Sqn
I Total Are 67716 Sqn
Qty of Steel Surface Area x 62kg I sqm Provide 10mm dia 200mm cc
= 67716 x 5 kglsqm = 33858 kg = 0339 MT =
Item no 8 Providing selected hard murum filling including layng in layers of 15 ern to 20 ern watering and compacting etc complete
Above TBl A Back Ftal Excavatical Conc Qnty+PipeArea) 33425 Curr Up To Gl B Murum 264 044
above 1X12X43XO9 4644 Total 7987
Item no9 Prividing and laying cement concrete pipe ofLS NP2 1200 mm in proper line level and slope including providing amp fixing collars in cement mortar 12 etc complete I
2 14
Total
274 RM
274
bullbullbullr
I VCaual
KUCHl
(
Name of worrk Construction of SH Road Crossing Of Hiware Walekhindi Dy ch3630-middotm
SrNo ittem Quantity
4 Bed Level BL m 644449
8 S1 m 1 1500
12 iNatural Surface Level NSL m 645971
2 of crossinn m 60middotmiddotmiddotmiddot middot middot middot r middotmiddotmiddot middotmiddotmiddotmiddot middotmiddotmiddotmiddot r middotmiddotmiddotmiddotmiddotmiddotmiddot middotmiddotmiddotmiddot middotmiddotmiddotmiddotmiddot middot
6 Bearino TMA2 20bullbull bullbullbullbullbullbullbullbullbull bullbull middotmiddotmiddotmiddotmiddot middot middot middot middotmiddotmiddotmiddot middotmiddotmiddotmiddot middot middot middot middot middotmiddotmiddotmiddotmiddot
Soil Strata I Trial Pit Results 1 Depth of Soft soil m o 2 Depth of Hard murum m 015 3 Depth of Soft Rock m 02 4 Depth of Hard Rock m 1852
Page 1
01 DESIGN 1 Assume a pipe diamter = D = 1200
TT= 314 Area of Pipe = TT 14 x D 2 =
3144x(12001000)2 113 sq m FSD 075 m Use Two pipes to carry total discharge
c r= r- hd = 450
600 h=thd = 150-- 0
FSD = 750
Sin a = Perpendicular 1hypoteneus= hd 1r = 025 Sin a = 025 Hence a = 959 degree
180-2xa= 16082 Length of Segment BCD = L = x TT x r 1180 =
L= 16082x314x600180 0842 m
Area of segment above FSD = Area of BCD = L x h x 23 = 0842x450x23= 0253 sq m
Total Area upto FSD = Area of pipe - Area of segment upto FSD = 11304-0253= 08774 sq m
Since we are using two pipes n = 2 Total Area up to FSD = 17548 sq m
02 Calculate the Afflux Afflux = V21788 + 001524) x [(A2a 2)-1]
10521788+001524)x(A2a2)-1middot= A = area of flow of canal = (2x15xO75+09)+09)2xO75=
A = 1519 sq m a = area of pipe upto FSD = 1755 sq m
Afflux = 0077 x -0251 -0019 m -19 mm
03 Find area and Wetted perimeter for FSD plus Afflux h = New FSD 075+-0019= 0731 m hd = 368-300 = 131
Sin a = Perpendicular 1hypoteneus= hd 1r = 0218333 Hence a = 131 degree
Angle = 180 - 2 x a = 1538 Length of Segment BCD = L = x TT x r 1180 =
L = 1538x314x1180 0805 m
Area of segment above FSD = Lx h x 23 = h = 300 - 68 = 232 m
Area of segment above FSD = 0805x2321000x23= 0125 sq m
Page 2
04 Area of segment below FSD =Area of Pipe less area above segment 11304-0125=
10054 sq m For Two pipes Area = 20108
05 Perimeter =Cir Of Pipe less Length of chord L of segment above FSD Perimeter = 314x120011000-0805=
1884 minus 0805 = 1079 m For Two pipes Perimeter = 2158 m
06 R = AlP 0931789 m 07 Number of rows n Two 2 08 Velocity through pipe = q 1a X 2 =
0791 msec 09 Calculation of Losses in the Structure shy
Head loss at entry h1 = Cdx(v22-v)2xg=
Cd = 05 V2 = 0791 rnsec V1 = 105 msec
h1 = 05x(0791 2-1052)(2x981)= -0012 m
Head Loss at Exit =h2 = 2 x h1 = -0024 m Frictional Loss in Pipe
hf = Lx (QCr) 181 199462 x d 481 = Where L = 5 m Q = 0151 cumec Cr = 065 for RCC pipesand D = 0900 m hf = 5 x (0151065) 181 199462 x (060) 481 = hf= 0005 m Losses are worked out for one pipe Since we are using two pipes the losses shall be doubled Total Loss = 2 x (h1 + h2 + hf) = -0062 m
Actual provided 0 mm Loss due to structure = -62 mm Afflux due to structure = -19 mm Since both Afflux amp Head Loss are negligible Hence it is ok
10 Bed Width at Junction = n x d + 2 x n x t + (n-1) x Gap= Where n is rows of pipes = 2 no
dis dia of pipe = 1200 mm t is the thickness of pipes - 80 mm
G gap between two rows = Key 300 mm Bed Width at Junction = 2x1200+2x2x80+(2-1)x300=
3020 mm
Page 3
11 length of Head wall = TBL-CBL and GL-CBL which ever is more shy
1522 m 4 x (TBL - CBL) or (GL-CBL) + BW at Junction + 2 x Key =
4x(645971-644449)+3020+2x300= 9709 mm
12 length of Stauch wall = nXd+2xnxt+(n-1)xGap + 2 x Key
3620 mm 13 length of Transition - Splay 1 10
(bed width of junction - Bed width of canal)2 x 10 = (3020-900)2x10
10600 mm 14 Controlling levels
Pipe Invert level = CBl = 644449 m Natural Surface Level = G L = 645971 m Top of the Bank Level = TBL = 645399 m Top of the pipe Level - CBL + d + t =
645729 m Min Murum Cover = 34 x d = 450 mm Wearing coat = 100 mm Top of Road level = 646279 mm
Slope for joining GL to Road formation LevI 1 in 30 Difference between Road and Ground Levels = Road Level - GL =
0308 0308 m Length of Connection bet Road amp Ground Level 0
Min Murum Bedding = 12 x d = 0 mm Bottom of Pipe Level = 644369 m Staunch Wall Foundation Level 300 mm below murum filling = 0 mm Staunch Wall Foundation = 644369 m Staunch Wall top width = 200 m Staunch Wall foundation width = 500 m foudation depth= 150 m Head wall foundation shyHeight of Foundation below the
Bottom of Pipe = 300 mm Foundation Depth = 300 mm Head Wall Foundation Level = 643769 m Top of Head wall = 646779 m 500 mm above Road Level incl 150 mm coping Top Width of Head wall = 600 mm With 750 x200 x 150 guard Stone 1Pillars Foundation Projection = 300 mm
mm
Page 4
0308
15 Stability Analysis of Head Wall
Guad Stones 2000 mm 750 X 200 X 150 mm
646779 I
646279 Road Format I
NSL
I I
645971
I2710 --------1-----------------middot2210
I ICBL 644449 I I I
A 1720 300 Ipa x Rx 21 644069 bull I 09476
300 643769 IB
2920
BaseWidth Moments about A RL 644069 m b= 232
Particulars Force r - - - L Arm I Moments -----------------------------------r------------ --------------------r---------
H V + ve - ve
middotmiddot -------------I------------+------------t------------ -------------------+----------------I---------------t-------------1-----------shy
W3 I 172 221 21 050 399 175 6971
1385 257 16933 232
19253 X = 1 = 139
a) B3 = 0773333 TRUE 1546667 2b3= Design OK e = b2 - x = -023 023
b) P max = Wb x (1+ (6xe I braquo = 9519 Design OK within SBCapacity c) P min = Wb x (1- (6xe 1braquo = 2418 Design OK Possitive Value to P min d) Factor of safety against overturnir 15
FS sliding =IM + ve 1 IM - ve = 25290752 = 729992952 Design O K
e) Factor of safety against sliding = 15 FS sliding =IM + ve 1 IM - ve = x I WI I V =
0333 x 2062 1562 = 1795727182 Design O K
Page 5
Base Width Moments about B RL 643769 m B= 292
Particulars L Arm Moments ------------------------------------------- ----- --------_-------- --------------- --------------- ---__------ -_ _-------shyH V + ve va _----------i------------+------------t------------ ---------------- -------shy
W1 06 271 24 1 390 06 2341 ------------l--------------------------T------------ ------------------------------------T---------------r-----------------------shy
W2 172 221 24 050 456 147 6721
r W5 03 292 24 1 210 146 3070 middot middotmiddotmiddot middot
------------1------------------------------------
27335 X = I = 1714
a) B3 = 0973333 TRUE 1946667 2b3= Design OK e = b2 - x = -0254 0254
b) P max = Wb x (1+ (6xe I b)) = 8313 Design OK within SBCapacity c) P min = Wb x (1- (6xe I b)) = 2611 Design OK Possitive Value to P min d) Factor of safety against overturnir 15
FS sliding + ve I - ve = 25290752 = 760 Design O K
e) Factor of safety against sliding = 15 FS sliding + ve I - ve = x r W I V =
0333 x 2062562 = 1676613472 Design O K
Sectional Eaglll bull er Vjani Canal No KUeHl
Page 6
I LEAD S TAT E MEN T (km-4) Name of worrk Construction of VRB Of Hiware Walekhindi Dv ch3630--m
km-4 - As per B ampC DSR 2008-09
Sr No Material Sources Lead in KM Total Net Lead Charges
Initial Lead Charges
Unit
1 Sand Balundgi 72 80712 12964 67748 Cum
2 Metal Revnal 24 33284 12964 20320 Cum
3 Cement Jath 22 22179 9260 12919 MT
4 Rubble Local 100 7876 12964 000 Cum
5 Steel Jath 22 22179 9260 12919 MT
6 Water Local 5 8642 8642 000 1000 Ltr
7 Murum Local 2 000 000 000 Cum
8 Pipe
Miraj 72 13773 2212 11561 Cum600rnm
9 Pipe
Miraj 72 26904 4321 22583 Cum800mm
10 Pipe
Miraj 72 26904 4321 22583 Cum900mm
11 Pipe
Miraj 72 26904 4321 22583 Cum1000mm
12 Pipe
Miraj 72 80713 12964 67749 Cum1200mm
Royalty Charges 3534 -3534 Increase in Cost of 11
Cement bullbull
Head Lead for 100 m 1585 Lead for 500 m 3297 Lead for 30 m 610
Loading amp Unloading 5335 MT
2100 30716 8946 21770 Rubble For Structure Local
ement Lead Charges 1KM 363 Initial Lead for Water 1166
1) Certified that the lead charges for different materials are as per for super Passage at ch 45460 statement (vide letter CE (SP) 1CE-4Jath Canal62591 I 2) Certified that the lead charges for different materials are as per approved lead for super Passage at ch 45460 statement (vide letter SE KKLlPC sanglil PB - 41 Jath lead4199 1Dt03092005) 3) Certified that the sufficient quantity of material will be availabel from quarries
UPrepared By al bullbullr
Sub
ound Correct U D Kande
Pune
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
Superintending Engineer
Krishna Koyna Lift Irrigation Project Circle
SangIi
RATE ANALYSIS No1
ITEM No1 shyExcavation for foundation in earth soil of all types sand gravel and soft murum including removing the excavated material upto a distance of 50 m Beyond the building area amp stacking and spreading as directed dewatering preparing the bed for foundation and necessary back filling ramming watering including showing and strutting etc complete
1) Basic Rate Rs 9000 Cum (PWD DSR 2008-09 PND 175 I no 1 )
Total RS 9000 SayRs Cum
Prepared By Cor ct
U D Kande Pune Sub
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
RATE ANALYSIS No 2
ITEM No2 shyExcavation for foundation in hard nurum including removing the excavated matrial upto a distrance of 50 m
Beyond the buildind area amp stacking and spreading as directed dewatering preparing the bed for foundation and necessary back filling ramming watering including shoring and strutting etc complete
1) Basic Rate (PWD DSR 2008-09 PND 175 I no
2)
Rs 10200 Cum
Total RS SayRs
10200 Cum
Prepared By Technically Checked Found Correct
Sub Divisional Engineer Ujjani Canal Sub-Division No33
Kuchi
U D Kande
Pune
Mhaisal Pump House Dn No2 Sangli
RATE ANALYSIS No3 ITEM No3 shyExcavation for foundation in soft rock and old cement and lime masonary foundation including removing the excavated material upto a distrance of 50 m Beyond the building area amp stacking and spreading as directed dewatering preparing the bed for foundation and necessary back filling with available earth murum ramming watering including shoring and strutting etc complete
1) Basic Rate Rs 22500 Cum (PWD DSR 2008-09 PNG 175 I no 4)
Total Rs 22500 SayRs _ Cum
Technically Checked ampPrepared By Cr c
u D Kande
Pune Sub Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2
Kuchi Sangli
I
I
RATE ANALYSIS No4 ITEM No4 shyExcavation for foundation in hard rock by blasting including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within distrance of 50 m From building area including dewatering and back filling with available earth murum ramming watering etc complete
1) Basic Rate Rs 36000 Cum (PWD DSR 2008-09 PND I no 5)
Total Rs 36000 SayRs Cum
Prepared By fcchnicaHy Checked amp found Correct
u D Kande Pune Sub Divisional Engineer Exec ive Engineer
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
l
RATE ANALYSIS No6
ITEM No6 shyProviding and laying M-15 RCC of trap granite quartzite gneiss metal for cast in situ piers abutments returns wings etc including compacting by vibrating and including formwork and bailing out water
1) Basic Rate Rs 320000 Cum (PWD DSR 2008-09 PNO 181 I no 37)
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Metal 09 09 Cum 20320 18288
2) Sand 045 045 Cum 67748 30487
3) Cement 0295 0295 MT 12919 3811 Total Rs 52586
Additional Royalti Charges For Sand 045 10600 477
Additional Royalti Charges For Metal 09 3534 3181
Total Rs 380536
Add 050 VAT 1903
Total Rs 382439
Say Rs I I
ctl_E t
Technically Checked IPrepared By Correct
UDKande Pune Sub
Djjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
l
i
RATE ANALYSIS No7
ITEM Providing and laying in situ CC M-I0l36 of trap granite quartzite gneiss metal foundation including necessary bailing out water compacting and curing (including form work centering and excluding dewatering by pump) etc complete
1) Basic Rate Rs 284635 Cum (PWD DSR 2008-09 PND 176 I no 15)
Add lead charges
Material Qty Qty for item Unit Charges Amount
1) Metal 094 094 Cum 20320 19101
2) Sand 047 047 Cum 67748 31842
3) Cement 02025 02025 MT 12919 2616
Total Rs 53558
Additional Royalti Charges For Sand
Additional Royalti Charges For Metal
Add 050 VAT
cbullbullbullEbullbullmiddotbull
Prepared By
U D Kande
Pune Sub Ujjani Canal Sub-Division No33
Kuchi
047 10600 4982
094 3534 3322
Total Rs 346497
1732
Total Rs 348230
SayRs I Cum -
rcchnlcally rhecKed amp Quod Correct
Mhaisal Pump House Dn No2 Sangli
l
RATE ANALYSIS 9
ITEM No9 shyProviding and cutting bending hooking laying in position and tieing HYSD steel bar for reinforcement as per detailed drawings for all RCC works
Rate Analysis For Basic Rate Of Steel
Ref Procedure Adopted As Per sanction Estimate No 22309 by CE(SP)Pune
1) Labour Charges ( PWD SOR 2008-09PNO 182 I no 44 )
Rs 264200 1Cum
Basic Rate as per SEPWDPune Letter No 2332 at 30312010 is Rs 37000 1shy
2) Material 1) Steel 105 3700000 38850
2) Binding Wire 4 KgMT 48 19200
3) Initial Lead 105 926 Total
9723
3913923
Add Sundries Add Overheads
05
10
Total
19570 391392
IMTTotal Rate l5~~middot ershy4 6 1MT
12919Add Lead Charges For Steel 1 MT 12919
Total Rate
Add VAT 05 2 CC
n scu r
Prepared By
UD Kande
Pune Sub Ujjani Canal Sub-Division No33
Kuchi
Say Rs 1MT
Mhaisal Pump House Dn No2
Sangli
Qund Correct
Total Rate
-
RATE ANALYSIS 10
ITEM No 10 shyProviding selected hard murum filling including layng in layers of 15 em to 20 em watering and compacting etc complete
1) Basic Rate Rs 19000 Cum (PWD SOR 2008-09 PNO 173 I no 10 )
Add Royalty Charges For Murum 3534 3534 Total Rate 22534
Add VAT 05 113
Total Rate 22647
Say Rs 22645 Cum bulla EI
Prepared By
found Correct
UDKande Pune Sub Divisional Engineer
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
i
RATE ANALYSIS 17
ITEM No 17 -Prividing and laying cement concrete pipe ofLS NP2 900 rom in proper line level and slope including providing amp fixing collars in cement mortar 12 etc complete
1) Basic Rate Rs 203500 Rmt ( PWD SOR 2008-09 PNO 172 I no 6d )
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Supply Of Pipe 1 1 M 22583 22583 2) Sand 00021 00021 Cum 67748 142 3) Cement 00016 00016 MT 12919 021
Total Rs 22746
Add Royalty Charges For Sand 106 00021 022
Total Rs 226268
Add VAT 05 1131 Total Rs 227400
Say Rs I 227400 i
I Rmt
Sctlo1
-rnmd CorrectPrepared By
D Kande I Pune Sub Executive Engineer
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
Superintending Engineer
KKLIRRProject Circle Sangli
RATE ANALYSIS 19
ITEM No 19 -Prividing and laying cement concrete pipe of1S NP2 1200 mm in proper line level and slope including providing amp fixing collars in cement mortar 12 etc complete
1) Basic Rate Rs 325000 Rmt ( PWD SOR 2008-09 PNO 172 I no 6f )
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Supply Of Pipe 1 1 M 67749 67749 2) Sand 00044 00044 Cum 22583 099 3) Cement 00032 00032 MT 67748 217
Total Rs 68065
Add Royalty Charges For Sand 106 00044 047
Total Rs 393112
Add VAT 05 1966 Total Rs 395077
Prepared By s hecked
SayRs 395075 I Rmt
U D Kande
Pune Sub
Pound Correct
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
Superintending Engineer
KKLIRRProject Circle Sangli
Name of worrk constrr of SH Road Crossing Of Hiware Dy ch3630--m
gt1
BL
13700 )1 n COPING M-15 20 rso x iso
D size I eoo I I I III
646629 1
eaee soc130 SLOPE JOINING IP AT TBl
SR
644069
643769 644069
643769
STAUNCHWALL SECTIONOF HEAD WALL
SECTION AT A - A
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Sub-PLAN
Ujani Canal Sub-Dv No 33 bullbullbullbull EI KUeHl
TRIAL PIT DATA oarGL
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152
0680
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11 z 0
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ame of work Construction of VRB at Ch Hivare - Walekhindi Dy Km NO4
SUB-ESTIMATE -2 (DIVERSION) ABSTRACT
Description Rate I UnitQuantity I Unit Amount
4500ICum
25920ICum
Item No1shyProvding earthwork for embankment Withl approved materials obtained from departmental land and other source including all lifts and leads laying in layers of 20 centimetre to 30 centimetre thickness breaking clods dressing to the required lines curves grades and sections compacting with power roller completeI(Rate Analysis No1) Item No2shySupplying 60 rnilimetre trap stone over metal at the side inclduing conveying stacking complete by blasting
I(Rate Analysis No2) Item No3shySupplying 40 milimetre trap stone metal dl~cum
broken at the side including conveying and stacking complete by blasting
I(Rate Analysis No3) Item No4-Supplying hard murum at the side including conveying and stacking complete I(Rate Analysis No4)
~
Item No5shySupplying soft murum at the rod side conveying and stacking complete
I(Rate Analysis No5) Item No6shySpreading130 milimetre metal including sectioning complete (DSR Rate 2008-09 Add Vat 050
1800t
Total Rs Say Rs 1810
Item No7shySpreading milimetre rnetal including sectioning complete (DSR Rate 2008-09 51148) 18 Add Vat 050 009
Total Rs 1809 Say Rs 1810
I I Description Rate I Unit AmountQuantity I Unit
Item No8shySpreading hard murum on the19500ICum formation over the road formation for side width and oversize metal includign sectioning etc compelte (DSR Rate 2008-09 Add Vat 050 006
Total Rs 1106 Say Rs 1105
Item No9shy1620ICum Spreading blindage of soft murum over
the water bound macadam surface etc complete (DSR Rate 2008-09 50149) 11Add Vat 050 006
Total Rs Say Rs
Item No10-48600ISqm Compacting the sub grade 1 gravel 1
over size metal ( 200 milimetre loose) tgt layer with power roller including
necessary labour material and artifical waterino complete (DSR Rate 2008-09 75 Add Vat 050
Total Rs 754 Say Rs
Item No11-45000ISqm Compacting the sub grade 1 gravel 1
over size metal ( 100 milimetre loose) - layer with power roller including necessary labour material and artifical waterinq complete (DSR Rate 2008-09 Add Vat 050 003
Total Rs 653t Say Rs 655
Item No12-45000ISqm Compacting the hard murum size width
layer on each side with power roller
including arthficial watering complete
(DSR Rate 2008-09 60149) 24I
Add Vat 050 001 Total Rs
Say Rs Total Rs
215500
I
~ U Ujani Canal Sub-Dv No 33
Narne of work Construction of VRB at Ch of Hivare - Walekhindi Dy Km No4
SUB-ESTIMATE -2 (DIVERSION)
MEASUREMNT No Length Breadth Height Quantity
Item No1-Provding earthwork for embankment with approved materials obtained from departmental land and other source including all lifts and leads laying in layers of 20 centimetre to 30 centimetre thickness breaking clods dressing to the required lines curves grades and sections compacting with power roller complete
DIVERSION 1 x 810 + 1150 x 075 = 88200 Cum 2
Item No2shySupplying 60 milimetre trap stone over size metal at the rod side inclduing conveying and stacking complete by blasting
DIVERSION 1 x 120 x 405 x 020 = 9720 Cum
Item No3shySupplying 40 milimetre trap stone metal hand broken at the rod side including conveying and stacking complete by blasting
DIVERSION 1 x 120 x 375 x 010 = 4500 Cum
Item No4shySupplying hard mururn at the rod side including conveying and stacking complete
SIDE WITH 1875 + 2175 2 =2025 2 x 120 x 2025 x 020 = 9720 SIDE WITH 1875 + 2175 2 =2025 2 x 120 x 2025 x 020 = 9720
13 Qty(9720 + 9720) = 6480
25920 Cum
Item No5shySupplying soft murum at the rod side including conveying and stacking complete
14 Qty of 6480 1620
1620 Cum
Item No6shySpreading 60 milimetre metal including sectioning complete
Qty as per Item NO3 1 x 195 = 195 Cum ( 9750 + 9750)
Item No7shySpreading 6040 milimetre metal including sectioning complete
Qty at per Item No4 9720 + 9720 x 1 = 6480 Cum 3
Item No8shySpreading hard rnurum on the rod formation over the road formation for side width and oversize metal includign sectioning etc compelte
Qty as per Item NO4 1 x 195 = 195 Cum ( 9750 + 9750)
Item No9shySpreading blindage of soft murum over the water bound macadam surface etc complete
Qty as per Item No5 1 x 1620 = 1620 Cum
Item No10shyCompacting the sub grade gravelover size metal ( 200 milimetre loose) layer with power roller inclUding necessary labour material and artifical watering complete
DIVERSION 1 x 120 x 405 = 48600 Sqm
Item No11shyCompacting the sub grade gravelover size metal ( 100 milimetre loose) layer with power roller including necessary labour material and artifical watering complete
APPROACH 1 x 120 x 375 = 45000Sqm
Item No12shyCompacting the hard murum size width layer on each side with power roller including arthficial watering complete
2 x 120 x 1875 = 45000Sqm
Name of work Construction of VRB at Ch Hivare - Walekhindi Dy Km No4
3
RATE ANALYSIS No1
Item No1-
Provding earthwork for embankment with approved materials obtained from
departmental land and other source including all lifts and leads laying in layers of 20
centimetre to 30 centimetre thickness breaking clods dressing to the required lines
curves grades and sections compacting with power roller complete
1) Completed item rate as per DSR 2008-09 Item No 29 -Page No
2) Add VAT 045 Cum
Total Rate
Say Rate Cum
Vjani Canal Sub-Dv No 33 KUCHI
Technically Checkell
found Pum
No2
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No2
Item No2shy
Supplying 60 milimetre trap stone over size metal at the rod side inclduing conveying and stacking complete by blasting
1) Completed item rate as per DSR 2008-09 16500 Cum Item No 41 Page
2) Additional lead charges for 60 mm metal for 24 Km For 25 For 20 Diff For 5 Km for 1 Km -For 24 Km -
bullbull -Deduct initial lead 12- - 12964
Net Lead =
20322 = 20322 x 1 =
Total _
2) Add VAT 050
Total Rate
Say Rate
Technically CanalSub-Dv No 33 ampfoundcorrecl KUCHl _
SPKulkarnI Pump House SecLEngr(II)
No2
Name of work Construction of VRB at Ch Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No3
Item No3shy
Supplying 40 milimetre trap stone metal hand broken at the rod side including conveying and stacking complete by blasting
1) Completed item rate as per DSR 2008-09 17500 I Cum Item No 43 Page No 147
2) Additional lead charges for 60 mm metal for 24 Km For 25 For 20 Diff For 5 Km for 1 Km
For 24 _ - Deduct initial lead 1291gt4 V
Net Lead =
- x = 1
Total Cum
2) Add VAT 050 Cum
f
Total Rate Cum
Say Rate Cum
UjaniCanalSub-Dv No 33 KUeHl
TechnIcally Checked amp correct
SPKulkarni SectEngr(H) Pump House
No2 Sangli
Narne of work Construction of VRB at Ch of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No4
Item No4shy
Supplying hard rnurum at the rod side including conveying and stacking complete
raquo 1) Completed item rate as per DSR 2008-09 7300 Cum
Item No No
--omiddot---middotmiddotmiddotmiddotmiddot--middotmiddot-middotmiddotmiddot-middot----- 2) Additional lead charges for Murum for
x 1 bull _ Cum bullbullbullbull bull bullbull - bull
Total Cum
2) Add VAT 050 Cum
Total Rate I Cum
Say Rate
UjaniCanal Dv No KUeHl
TechnIcally Checked found correct
SectEng r(II) Pump House
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No5
Item No5shy
Supplying soft murum at the rod side including conveying and stacking complete
1) Completed item per DSR 2008-09 7000 Cum Item No 46 Page No
=
Total I Cumr 2) Add VAT 050 - Cum
Total Rate I Cum
SayRate
Ujani CanalSub-De No 33 KUeHl
Executive Engineer MhaisalSctEngr(II)
n
2)
bull __
Additional lead charges for Murum for 2 Km
Tecllnlcllly Checked
bullKulkarni
__
-
1h -
Itz b bull bull
bull
___ _
-J
I J
I _T _
Name of worrk Construction of SH Road Crossing Of Hiware Walekhindi Dy ch3630--m
RECAPITULATION SHEET
Sr No
1
2
3
Prepared By
UDKande ConlraclorPune
Name of Work
Name of worrk Construction of SH Road Crossing Of Hiware Walekhindi Dy ch3630--m
Add 2 Contegencies
Add 1 WCEsst
Gross Total Rs SayRS
Estimated Cost
i shy
SubUjjani Canal Sub-Division No33
Kuchi Pump House On No2
bull Sanglic--
Superintending Engineer Technically Sanctioned for K K L IRRProject Circle R t 0 I R s e r bull upees I
Sang I bullbull bullbull
only under TORN0 For20r 0 -201i I
-tI
Eg1_Pump
Division No
Name of wonk Construction of SH Road Crossing Of Hiware Walekhindi Dy ch3630--m
CERTIFICATE
1 Certified that the estimate is Technically amp Arithmatically checked 100 in Subdivision office amp Division office
2 Certified that the strata is classified as per the Trial pits and found 100 correct
3 Certified that the Canal Bed levels are verified with latest approved CBL Statement and found correct
4 Certified that the Design Discharge is verified with latest approved Cut off Statement and found correct
5 Certified that the leads provided in the estimate are personally verified by me and found correct
6 Certify that the adequate and good quality of materials are available with the lead shown in the Estimate
7 Certified that the rates adopted are as per ID DSR 2009-10 And BampC DSR 2008-09
SubUjjani Canal Sub-Division No33
Mhaisal Pump House Dn No2
Kuchi Sangli
Name of worrk Construction of Hiware Walekhindi Dy ch3630--m
CERTIFICATE
1 Certified that the rates adopted are as per ID DSR 2009-10 And B amp C DSR 2008-09
2 Certify that the Leads and lifts proposed are generally in order in the Estimate
Superintending Engineer KKLIRRProject Circle
Sangli
Name of worrk Construction of SH Road Crossing Of Hiware Walekhindi Dy ch3630--m
ABSTRACT SHEET
Quantity Description of Item Rate Per Amount
034
000
Item no 1 Excavation for foundation in earth soil of all types sand gravel
and soft murum including removing the excavated material upto
a distance of 50 m Beyond the building area amp stacking and
spreading as directed dewatering preparing the bed for
foundatio
II) Upto 150 m depth
In) For 150 to 300m depth
9000
8040
cum
cum
3060
000
3235
000
Item no 2 Excavation for foundation in hard nurum including removing the
excavated matrial upto a distrance of 50 m Beyond the buildind
area amp stacking and spreading as directed dewatering
preparing the bed for foundation and necessary back filling
ramming wat
II) Upto 150 m depth
In) For 150 to 300m depth
10200
9045
cum
cum
329981
000
602
000
Item no 3 Excavation for foundation in soft rock and old cement and lime
masonary foundation including removing the excavated material
upto a distrance of 50 m Beyond the building area amp stacking
and spreading as directed dewatering preparing the bed for
foundat
II) Upto 150 m depth
In) For 150 to 300m depth
I 22500
I 22110
cum
cum
135460
000
5575
000
Item no 4 Excavation for foundation in hard rock by blasting including
trimming and levelling the bed by chiselling where necessary and
removing the excavated material and stacking it in measurable
heaps within distrance of 50 m From building area lncludinq
dewat
II) Upto 150 m depth
In) For 150 to 300m depth
36000
36180
cum
cum
2006979
000
755
962
8105
0339
7987
Item no 5 Providing and laying in situ CC M-101 36 of trap
quartzitel gneiss metal foundation including necessary bailing out
water compacting and curing (including form work centering
and excluding dewatering by pump) etc complete
3349513
Item no 6 Providing and laying M-15 RCC of trapl granitel quartzitel
gneiss metal for cast in situ piers abutments returns wings etc
including compacting by vibrating and including formwork and
bailing out water 30997757
348230
382440
22645 cum
Item no 7 Providing and cutting bending hooking laying in position and
tieing HYSD steel bar for reinforcement as per detailed
drawings for all RCC works
Item no 8
Providing selected hard murum filling including layng in layers of 15 cm to 20 cm watering and compacting etc complete
1808550
Item no 9 Prividing and laying cement concrete pipe of IS NP2 1200 mm
in proper line level and slope including providing amp fixing collars 395075 rmt 10825055 274 in cement mortar 12 etc complete
TOTAL Rs Add bull
Add 1 Insurance
402(I Add 1 LWF
I Grand Total 510546 88
Say Rs 51054700I bull bull _ bull
05 it-
Prepared By
UDKande Pune
Sub Engineer Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2
Kuchi SangIi
JATH MAIN CANAL
Name of worrk Construction of SH Road Crossing Of Hiware Walekhindi Dy ch3630--m
MEASUREMENTS
Item no 1 Excavation for foundation in earth soil of all types sand gravel and soft murum including
removing the excavated material upto a distance of 50 m Beyond the building area amp
stacking and spreading as directed dewatering preparing the bed for foundatio
Total Depth Of Excavation = GL - Foundation 2990 M
strata = soil = 0000 m HM= 0150 m SR = 0200 m HR = 1852 m
Upstream amp Downstream Head Wall = 2 1031 292 0000 000 Curr
Staunch Wall= 2 392 05 0000 000 I Pipe Trench 1 1370 302 0000 034 Curr
I Total n 34 CUR
Item no 2 Excavation for foundation in hard nurum including removing the excavated matrial upto a
distrance of 50 m Beyond the buildind area amp stacking and spreading as directed
dewatering preparing the bed for foundation and necessary back filling ramming wat
Upstream amp Downstream Head Wall = 2 1031 292 0150 452 Cum
Staunch Wall= 2 392 05 1072 210 I Pipe Trench 1 1370 302 0622 2573 Curr
Total 3235
Item no 3 Excavation for foundation in soft rock and old cement and lime masonary foundation
including removing the excavated material upto a distrance of 50 m Beyond the building
area amp stacking and spreading as directed dewatering preparing the bed for foundat
Upstream amp Downstream Head Wall = 2 1031 292 0200 602 Cum
Staunch Wall= 2 392 05 0000 000 I Pipe Trench 1 1370 302 0000 000 Curr
Total
l
Item no 4 Excavation for foundation in hard rock by blasting including trimming and levelling the bed
by chiselling where necessary and removing the excavated material and stacking it in
measurable heaps within distrance of 50 m From bUilding area including dewat
Upstream amp Downstream Head Wall = 2 1031 292 1852 5575 Cu
Staunch Wall= 2 392 05 0000 000
Pipe Trench 1 1370 302 0000 000 Curr Total
m
059
903 Cu0300
030005
292
392
1031
2Staunch Wall=
Item no 5 Providing and laying in situ CC M-l0136 oftrap granite quartzite gneiss metal foundation including necessary bailing out water compacting and curing (including form work centering and excluding dewatering by pump) etc complete
Upstream amp Downstream Head Wall = 2
Total 962
m
Item no 6 Providing and laying M-15 RCC of trap granite quartzite gneiss metal for cast in situ piers abutments returns wings etc including compacting by vibrating and including formwork and bailing out water
Ups ampDs Head Wall Vertical 2 971 060 035 408 Curr
Ups ampDs Head Wall Sloping 2 971 146 221 6265 Curr Around Pipe (Credal Concrete 1 1201 158 158 2998 Curr Parapet Wall= 2 971 030 015 087
Total = 97589 Cun DEDUCTIONS
Pipe In Wall 2 084 121 -204 Curr
Pipe 1 1201 121 -1450 Curr
I Total = 81053 Cun
Item no 7 Providing and cutting bending hooking laying in position and tieing HYSD steel bar for reinforcement as per detailed drawings for all RCC works
Ups ampDs Head Wall Vertical 2 971
Ups ampDs Head Wall Sloping 2 971
035
221
000
000
680 Sqn
I 4291 Sqn
I
I
I
I I I
Around Pipe (Credal Concrete 1 1201 158 1898 Sqn Parapet Wall= 2 971 030 015 583 Sqn
I Total Are 67716 Sqn
Qty of Steel Surface Area x 62kg I sqm Provide 10mm dia 200mm cc
= 67716 x 5 kglsqm = 33858 kg = 0339 MT =
Item no 8 Providing selected hard murum filling including layng in layers of 15 ern to 20 ern watering and compacting etc complete
Above TBl A Back Ftal Excavatical Conc Qnty+PipeArea) 33425 Curr Up To Gl B Murum 264 044
above 1X12X43XO9 4644 Total 7987
Item no9 Prividing and laying cement concrete pipe ofLS NP2 1200 mm in proper line level and slope including providing amp fixing collars in cement mortar 12 etc complete I
2 14
Total
274 RM
274
bullbullbullr
I VCaual
KUCHl
(
Name of worrk Construction of SH Road Crossing Of Hiware Walekhindi Dy ch3630-middotm
SrNo ittem Quantity
4 Bed Level BL m 644449
8 S1 m 1 1500
12 iNatural Surface Level NSL m 645971
2 of crossinn m 60middotmiddotmiddotmiddot middot middot middot r middotmiddotmiddot middotmiddotmiddotmiddot middotmiddotmiddotmiddot r middotmiddotmiddotmiddotmiddotmiddotmiddot middotmiddotmiddotmiddot middotmiddotmiddotmiddotmiddot middot
6 Bearino TMA2 20bullbull bullbullbullbullbullbullbullbullbull bullbull middotmiddotmiddotmiddotmiddot middot middot middot middotmiddotmiddotmiddot middotmiddotmiddotmiddot middot middot middot middot middotmiddotmiddotmiddotmiddot
Soil Strata I Trial Pit Results 1 Depth of Soft soil m o 2 Depth of Hard murum m 015 3 Depth of Soft Rock m 02 4 Depth of Hard Rock m 1852
Page 1
01 DESIGN 1 Assume a pipe diamter = D = 1200
TT= 314 Area of Pipe = TT 14 x D 2 =
3144x(12001000)2 113 sq m FSD 075 m Use Two pipes to carry total discharge
c r= r- hd = 450
600 h=thd = 150-- 0
FSD = 750
Sin a = Perpendicular 1hypoteneus= hd 1r = 025 Sin a = 025 Hence a = 959 degree
180-2xa= 16082 Length of Segment BCD = L = x TT x r 1180 =
L= 16082x314x600180 0842 m
Area of segment above FSD = Area of BCD = L x h x 23 = 0842x450x23= 0253 sq m
Total Area upto FSD = Area of pipe - Area of segment upto FSD = 11304-0253= 08774 sq m
Since we are using two pipes n = 2 Total Area up to FSD = 17548 sq m
02 Calculate the Afflux Afflux = V21788 + 001524) x [(A2a 2)-1]
10521788+001524)x(A2a2)-1middot= A = area of flow of canal = (2x15xO75+09)+09)2xO75=
A = 1519 sq m a = area of pipe upto FSD = 1755 sq m
Afflux = 0077 x -0251 -0019 m -19 mm
03 Find area and Wetted perimeter for FSD plus Afflux h = New FSD 075+-0019= 0731 m hd = 368-300 = 131
Sin a = Perpendicular 1hypoteneus= hd 1r = 0218333 Hence a = 131 degree
Angle = 180 - 2 x a = 1538 Length of Segment BCD = L = x TT x r 1180 =
L = 1538x314x1180 0805 m
Area of segment above FSD = Lx h x 23 = h = 300 - 68 = 232 m
Area of segment above FSD = 0805x2321000x23= 0125 sq m
Page 2
04 Area of segment below FSD =Area of Pipe less area above segment 11304-0125=
10054 sq m For Two pipes Area = 20108
05 Perimeter =Cir Of Pipe less Length of chord L of segment above FSD Perimeter = 314x120011000-0805=
1884 minus 0805 = 1079 m For Two pipes Perimeter = 2158 m
06 R = AlP 0931789 m 07 Number of rows n Two 2 08 Velocity through pipe = q 1a X 2 =
0791 msec 09 Calculation of Losses in the Structure shy
Head loss at entry h1 = Cdx(v22-v)2xg=
Cd = 05 V2 = 0791 rnsec V1 = 105 msec
h1 = 05x(0791 2-1052)(2x981)= -0012 m
Head Loss at Exit =h2 = 2 x h1 = -0024 m Frictional Loss in Pipe
hf = Lx (QCr) 181 199462 x d 481 = Where L = 5 m Q = 0151 cumec Cr = 065 for RCC pipesand D = 0900 m hf = 5 x (0151065) 181 199462 x (060) 481 = hf= 0005 m Losses are worked out for one pipe Since we are using two pipes the losses shall be doubled Total Loss = 2 x (h1 + h2 + hf) = -0062 m
Actual provided 0 mm Loss due to structure = -62 mm Afflux due to structure = -19 mm Since both Afflux amp Head Loss are negligible Hence it is ok
10 Bed Width at Junction = n x d + 2 x n x t + (n-1) x Gap= Where n is rows of pipes = 2 no
dis dia of pipe = 1200 mm t is the thickness of pipes - 80 mm
G gap between two rows = Key 300 mm Bed Width at Junction = 2x1200+2x2x80+(2-1)x300=
3020 mm
Page 3
11 length of Head wall = TBL-CBL and GL-CBL which ever is more shy
1522 m 4 x (TBL - CBL) or (GL-CBL) + BW at Junction + 2 x Key =
4x(645971-644449)+3020+2x300= 9709 mm
12 length of Stauch wall = nXd+2xnxt+(n-1)xGap + 2 x Key
3620 mm 13 length of Transition - Splay 1 10
(bed width of junction - Bed width of canal)2 x 10 = (3020-900)2x10
10600 mm 14 Controlling levels
Pipe Invert level = CBl = 644449 m Natural Surface Level = G L = 645971 m Top of the Bank Level = TBL = 645399 m Top of the pipe Level - CBL + d + t =
645729 m Min Murum Cover = 34 x d = 450 mm Wearing coat = 100 mm Top of Road level = 646279 mm
Slope for joining GL to Road formation LevI 1 in 30 Difference between Road and Ground Levels = Road Level - GL =
0308 0308 m Length of Connection bet Road amp Ground Level 0
Min Murum Bedding = 12 x d = 0 mm Bottom of Pipe Level = 644369 m Staunch Wall Foundation Level 300 mm below murum filling = 0 mm Staunch Wall Foundation = 644369 m Staunch Wall top width = 200 m Staunch Wall foundation width = 500 m foudation depth= 150 m Head wall foundation shyHeight of Foundation below the
Bottom of Pipe = 300 mm Foundation Depth = 300 mm Head Wall Foundation Level = 643769 m Top of Head wall = 646779 m 500 mm above Road Level incl 150 mm coping Top Width of Head wall = 600 mm With 750 x200 x 150 guard Stone 1Pillars Foundation Projection = 300 mm
mm
Page 4
0308
15 Stability Analysis of Head Wall
Guad Stones 2000 mm 750 X 200 X 150 mm
646779 I
646279 Road Format I
NSL
I I
645971
I2710 --------1-----------------middot2210
I ICBL 644449 I I I
A 1720 300 Ipa x Rx 21 644069 bull I 09476
300 643769 IB
2920
BaseWidth Moments about A RL 644069 m b= 232
Particulars Force r - - - L Arm I Moments -----------------------------------r------------ --------------------r---------
H V + ve - ve
middotmiddot -------------I------------+------------t------------ -------------------+----------------I---------------t-------------1-----------shy
W3 I 172 221 21 050 399 175 6971
1385 257 16933 232
19253 X = 1 = 139
a) B3 = 0773333 TRUE 1546667 2b3= Design OK e = b2 - x = -023 023
b) P max = Wb x (1+ (6xe I braquo = 9519 Design OK within SBCapacity c) P min = Wb x (1- (6xe 1braquo = 2418 Design OK Possitive Value to P min d) Factor of safety against overturnir 15
FS sliding =IM + ve 1 IM - ve = 25290752 = 729992952 Design O K
e) Factor of safety against sliding = 15 FS sliding =IM + ve 1 IM - ve = x I WI I V =
0333 x 2062 1562 = 1795727182 Design O K
Page 5
Base Width Moments about B RL 643769 m B= 292
Particulars L Arm Moments ------------------------------------------- ----- --------_-------- --------------- --------------- ---__------ -_ _-------shyH V + ve va _----------i------------+------------t------------ ---------------- -------shy
W1 06 271 24 1 390 06 2341 ------------l--------------------------T------------ ------------------------------------T---------------r-----------------------shy
W2 172 221 24 050 456 147 6721
r W5 03 292 24 1 210 146 3070 middot middotmiddotmiddot middot
------------1------------------------------------
27335 X = I = 1714
a) B3 = 0973333 TRUE 1946667 2b3= Design OK e = b2 - x = -0254 0254
b) P max = Wb x (1+ (6xe I b)) = 8313 Design OK within SBCapacity c) P min = Wb x (1- (6xe I b)) = 2611 Design OK Possitive Value to P min d) Factor of safety against overturnir 15
FS sliding + ve I - ve = 25290752 = 760 Design O K
e) Factor of safety against sliding = 15 FS sliding + ve I - ve = x r W I V =
0333 x 2062562 = 1676613472 Design O K
Sectional Eaglll bull er Vjani Canal No KUeHl
Page 6
I LEAD S TAT E MEN T (km-4) Name of worrk Construction of VRB Of Hiware Walekhindi Dv ch3630--m
km-4 - As per B ampC DSR 2008-09
Sr No Material Sources Lead in KM Total Net Lead Charges
Initial Lead Charges
Unit
1 Sand Balundgi 72 80712 12964 67748 Cum
2 Metal Revnal 24 33284 12964 20320 Cum
3 Cement Jath 22 22179 9260 12919 MT
4 Rubble Local 100 7876 12964 000 Cum
5 Steel Jath 22 22179 9260 12919 MT
6 Water Local 5 8642 8642 000 1000 Ltr
7 Murum Local 2 000 000 000 Cum
8 Pipe
Miraj 72 13773 2212 11561 Cum600rnm
9 Pipe
Miraj 72 26904 4321 22583 Cum800mm
10 Pipe
Miraj 72 26904 4321 22583 Cum900mm
11 Pipe
Miraj 72 26904 4321 22583 Cum1000mm
12 Pipe
Miraj 72 80713 12964 67749 Cum1200mm
Royalty Charges 3534 -3534 Increase in Cost of 11
Cement bullbull
Head Lead for 100 m 1585 Lead for 500 m 3297 Lead for 30 m 610
Loading amp Unloading 5335 MT
2100 30716 8946 21770 Rubble For Structure Local
ement Lead Charges 1KM 363 Initial Lead for Water 1166
1) Certified that the lead charges for different materials are as per for super Passage at ch 45460 statement (vide letter CE (SP) 1CE-4Jath Canal62591 I 2) Certified that the lead charges for different materials are as per approved lead for super Passage at ch 45460 statement (vide letter SE KKLlPC sanglil PB - 41 Jath lead4199 1Dt03092005) 3) Certified that the sufficient quantity of material will be availabel from quarries
UPrepared By al bullbullr
Sub
ound Correct U D Kande
Pune
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
Superintending Engineer
Krishna Koyna Lift Irrigation Project Circle
SangIi
RATE ANALYSIS No1
ITEM No1 shyExcavation for foundation in earth soil of all types sand gravel and soft murum including removing the excavated material upto a distance of 50 m Beyond the building area amp stacking and spreading as directed dewatering preparing the bed for foundation and necessary back filling ramming watering including showing and strutting etc complete
1) Basic Rate Rs 9000 Cum (PWD DSR 2008-09 PND 175 I no 1 )
Total RS 9000 SayRs Cum
Prepared By Cor ct
U D Kande Pune Sub
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
RATE ANALYSIS No 2
ITEM No2 shyExcavation for foundation in hard nurum including removing the excavated matrial upto a distrance of 50 m
Beyond the buildind area amp stacking and spreading as directed dewatering preparing the bed for foundation and necessary back filling ramming watering including shoring and strutting etc complete
1) Basic Rate (PWD DSR 2008-09 PND 175 I no
2)
Rs 10200 Cum
Total RS SayRs
10200 Cum
Prepared By Technically Checked Found Correct
Sub Divisional Engineer Ujjani Canal Sub-Division No33
Kuchi
U D Kande
Pune
Mhaisal Pump House Dn No2 Sangli
RATE ANALYSIS No3 ITEM No3 shyExcavation for foundation in soft rock and old cement and lime masonary foundation including removing the excavated material upto a distrance of 50 m Beyond the building area amp stacking and spreading as directed dewatering preparing the bed for foundation and necessary back filling with available earth murum ramming watering including shoring and strutting etc complete
1) Basic Rate Rs 22500 Cum (PWD DSR 2008-09 PNG 175 I no 4)
Total Rs 22500 SayRs _ Cum
Technically Checked ampPrepared By Cr c
u D Kande
Pune Sub Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2
Kuchi Sangli
I
I
RATE ANALYSIS No4 ITEM No4 shyExcavation for foundation in hard rock by blasting including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within distrance of 50 m From building area including dewatering and back filling with available earth murum ramming watering etc complete
1) Basic Rate Rs 36000 Cum (PWD DSR 2008-09 PND I no 5)
Total Rs 36000 SayRs Cum
Prepared By fcchnicaHy Checked amp found Correct
u D Kande Pune Sub Divisional Engineer Exec ive Engineer
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
l
RATE ANALYSIS No6
ITEM No6 shyProviding and laying M-15 RCC of trap granite quartzite gneiss metal for cast in situ piers abutments returns wings etc including compacting by vibrating and including formwork and bailing out water
1) Basic Rate Rs 320000 Cum (PWD DSR 2008-09 PNO 181 I no 37)
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Metal 09 09 Cum 20320 18288
2) Sand 045 045 Cum 67748 30487
3) Cement 0295 0295 MT 12919 3811 Total Rs 52586
Additional Royalti Charges For Sand 045 10600 477
Additional Royalti Charges For Metal 09 3534 3181
Total Rs 380536
Add 050 VAT 1903
Total Rs 382439
Say Rs I I
ctl_E t
Technically Checked IPrepared By Correct
UDKande Pune Sub
Djjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
l
i
RATE ANALYSIS No7
ITEM Providing and laying in situ CC M-I0l36 of trap granite quartzite gneiss metal foundation including necessary bailing out water compacting and curing (including form work centering and excluding dewatering by pump) etc complete
1) Basic Rate Rs 284635 Cum (PWD DSR 2008-09 PND 176 I no 15)
Add lead charges
Material Qty Qty for item Unit Charges Amount
1) Metal 094 094 Cum 20320 19101
2) Sand 047 047 Cum 67748 31842
3) Cement 02025 02025 MT 12919 2616
Total Rs 53558
Additional Royalti Charges For Sand
Additional Royalti Charges For Metal
Add 050 VAT
cbullbullbullEbullbullmiddotbull
Prepared By
U D Kande
Pune Sub Ujjani Canal Sub-Division No33
Kuchi
047 10600 4982
094 3534 3322
Total Rs 346497
1732
Total Rs 348230
SayRs I Cum -
rcchnlcally rhecKed amp Quod Correct
Mhaisal Pump House Dn No2 Sangli
l
RATE ANALYSIS 9
ITEM No9 shyProviding and cutting bending hooking laying in position and tieing HYSD steel bar for reinforcement as per detailed drawings for all RCC works
Rate Analysis For Basic Rate Of Steel
Ref Procedure Adopted As Per sanction Estimate No 22309 by CE(SP)Pune
1) Labour Charges ( PWD SOR 2008-09PNO 182 I no 44 )
Rs 264200 1Cum
Basic Rate as per SEPWDPune Letter No 2332 at 30312010 is Rs 37000 1shy
2) Material 1) Steel 105 3700000 38850
2) Binding Wire 4 KgMT 48 19200
3) Initial Lead 105 926 Total
9723
3913923
Add Sundries Add Overheads
05
10
Total
19570 391392
IMTTotal Rate l5~~middot ershy4 6 1MT
12919Add Lead Charges For Steel 1 MT 12919
Total Rate
Add VAT 05 2 CC
n scu r
Prepared By
UD Kande
Pune Sub Ujjani Canal Sub-Division No33
Kuchi
Say Rs 1MT
Mhaisal Pump House Dn No2
Sangli
Qund Correct
Total Rate
-
RATE ANALYSIS 10
ITEM No 10 shyProviding selected hard murum filling including layng in layers of 15 em to 20 em watering and compacting etc complete
1) Basic Rate Rs 19000 Cum (PWD SOR 2008-09 PNO 173 I no 10 )
Add Royalty Charges For Murum 3534 3534 Total Rate 22534
Add VAT 05 113
Total Rate 22647
Say Rs 22645 Cum bulla EI
Prepared By
found Correct
UDKande Pune Sub Divisional Engineer
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
i
RATE ANALYSIS 17
ITEM No 17 -Prividing and laying cement concrete pipe ofLS NP2 900 rom in proper line level and slope including providing amp fixing collars in cement mortar 12 etc complete
1) Basic Rate Rs 203500 Rmt ( PWD SOR 2008-09 PNO 172 I no 6d )
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Supply Of Pipe 1 1 M 22583 22583 2) Sand 00021 00021 Cum 67748 142 3) Cement 00016 00016 MT 12919 021
Total Rs 22746
Add Royalty Charges For Sand 106 00021 022
Total Rs 226268
Add VAT 05 1131 Total Rs 227400
Say Rs I 227400 i
I Rmt
Sctlo1
-rnmd CorrectPrepared By
D Kande I Pune Sub Executive Engineer
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
Superintending Engineer
KKLIRRProject Circle Sangli
RATE ANALYSIS 19
ITEM No 19 -Prividing and laying cement concrete pipe of1S NP2 1200 mm in proper line level and slope including providing amp fixing collars in cement mortar 12 etc complete
1) Basic Rate Rs 325000 Rmt ( PWD SOR 2008-09 PNO 172 I no 6f )
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Supply Of Pipe 1 1 M 67749 67749 2) Sand 00044 00044 Cum 22583 099 3) Cement 00032 00032 MT 67748 217
Total Rs 68065
Add Royalty Charges For Sand 106 00044 047
Total Rs 393112
Add VAT 05 1966 Total Rs 395077
Prepared By s hecked
SayRs 395075 I Rmt
U D Kande
Pune Sub
Pound Correct
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
Superintending Engineer
KKLIRRProject Circle Sangli
Name of worrk constrr of SH Road Crossing Of Hiware Dy ch3630--m
gt1
BL
13700 )1 n COPING M-15 20 rso x iso
D size I eoo I I I III
646629 1
eaee soc130 SLOPE JOINING IP AT TBl
SR
644069
643769 644069
643769
STAUNCHWALL SECTIONOF HEAD WALL
SECTION AT A - A
o -e-
o GL 645971 o
o
U o w Z
0
rn( oB
300
GUARD STONE OF 750 X 200 X 150 ------- g r I I-- - _ __ _
I 0 I I I I I
I I I I ISL 64520 SPLAY 1 in 10
I I I I I I
I I I I I I I I
I I I I I 1111 I I I I
CANAL FLOW I 1 1 I I I I
I
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I _ I I
I I I bull o ----- ----
toaccommodate SR amp IPlevels I
0
Sub-PLAN
Ujani Canal Sub-Dv No 33 bullbullbullbull EI KUeHl
TRIAL PIT DATA oarGL
osaon
t oz
152
0680
I 0
Z 0
0 W
11 z 0
w 0 gt
WZ
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ame of work Construction of VRB at Ch Hivare - Walekhindi Dy Km NO4
SUB-ESTIMATE -2 (DIVERSION) ABSTRACT
Description Rate I UnitQuantity I Unit Amount
4500ICum
25920ICum
Item No1shyProvding earthwork for embankment Withl approved materials obtained from departmental land and other source including all lifts and leads laying in layers of 20 centimetre to 30 centimetre thickness breaking clods dressing to the required lines curves grades and sections compacting with power roller completeI(Rate Analysis No1) Item No2shySupplying 60 rnilimetre trap stone over metal at the side inclduing conveying stacking complete by blasting
I(Rate Analysis No2) Item No3shySupplying 40 milimetre trap stone metal dl~cum
broken at the side including conveying and stacking complete by blasting
I(Rate Analysis No3) Item No4-Supplying hard murum at the side including conveying and stacking complete I(Rate Analysis No4)
~
Item No5shySupplying soft murum at the rod side conveying and stacking complete
I(Rate Analysis No5) Item No6shySpreading130 milimetre metal including sectioning complete (DSR Rate 2008-09 Add Vat 050
1800t
Total Rs Say Rs 1810
Item No7shySpreading milimetre rnetal including sectioning complete (DSR Rate 2008-09 51148) 18 Add Vat 050 009
Total Rs 1809 Say Rs 1810
I I Description Rate I Unit AmountQuantity I Unit
Item No8shySpreading hard murum on the19500ICum formation over the road formation for side width and oversize metal includign sectioning etc compelte (DSR Rate 2008-09 Add Vat 050 006
Total Rs 1106 Say Rs 1105
Item No9shy1620ICum Spreading blindage of soft murum over
the water bound macadam surface etc complete (DSR Rate 2008-09 50149) 11Add Vat 050 006
Total Rs Say Rs
Item No10-48600ISqm Compacting the sub grade 1 gravel 1
over size metal ( 200 milimetre loose) tgt layer with power roller including
necessary labour material and artifical waterino complete (DSR Rate 2008-09 75 Add Vat 050
Total Rs 754 Say Rs
Item No11-45000ISqm Compacting the sub grade 1 gravel 1
over size metal ( 100 milimetre loose) - layer with power roller including necessary labour material and artifical waterinq complete (DSR Rate 2008-09 Add Vat 050 003
Total Rs 653t Say Rs 655
Item No12-45000ISqm Compacting the hard murum size width
layer on each side with power roller
including arthficial watering complete
(DSR Rate 2008-09 60149) 24I
Add Vat 050 001 Total Rs
Say Rs Total Rs
215500
I
~ U Ujani Canal Sub-Dv No 33
Narne of work Construction of VRB at Ch of Hivare - Walekhindi Dy Km No4
SUB-ESTIMATE -2 (DIVERSION)
MEASUREMNT No Length Breadth Height Quantity
Item No1-Provding earthwork for embankment with approved materials obtained from departmental land and other source including all lifts and leads laying in layers of 20 centimetre to 30 centimetre thickness breaking clods dressing to the required lines curves grades and sections compacting with power roller complete
DIVERSION 1 x 810 + 1150 x 075 = 88200 Cum 2
Item No2shySupplying 60 milimetre trap stone over size metal at the rod side inclduing conveying and stacking complete by blasting
DIVERSION 1 x 120 x 405 x 020 = 9720 Cum
Item No3shySupplying 40 milimetre trap stone metal hand broken at the rod side including conveying and stacking complete by blasting
DIVERSION 1 x 120 x 375 x 010 = 4500 Cum
Item No4shySupplying hard mururn at the rod side including conveying and stacking complete
SIDE WITH 1875 + 2175 2 =2025 2 x 120 x 2025 x 020 = 9720 SIDE WITH 1875 + 2175 2 =2025 2 x 120 x 2025 x 020 = 9720
13 Qty(9720 + 9720) = 6480
25920 Cum
Item No5shySupplying soft murum at the rod side including conveying and stacking complete
14 Qty of 6480 1620
1620 Cum
Item No6shySpreading 60 milimetre metal including sectioning complete
Qty as per Item NO3 1 x 195 = 195 Cum ( 9750 + 9750)
Item No7shySpreading 6040 milimetre metal including sectioning complete
Qty at per Item No4 9720 + 9720 x 1 = 6480 Cum 3
Item No8shySpreading hard rnurum on the rod formation over the road formation for side width and oversize metal includign sectioning etc compelte
Qty as per Item NO4 1 x 195 = 195 Cum ( 9750 + 9750)
Item No9shySpreading blindage of soft murum over the water bound macadam surface etc complete
Qty as per Item No5 1 x 1620 = 1620 Cum
Item No10shyCompacting the sub grade gravelover size metal ( 200 milimetre loose) layer with power roller inclUding necessary labour material and artifical watering complete
DIVERSION 1 x 120 x 405 = 48600 Sqm
Item No11shyCompacting the sub grade gravelover size metal ( 100 milimetre loose) layer with power roller including necessary labour material and artifical watering complete
APPROACH 1 x 120 x 375 = 45000Sqm
Item No12shyCompacting the hard murum size width layer on each side with power roller including arthficial watering complete
2 x 120 x 1875 = 45000Sqm
Name of work Construction of VRB at Ch Hivare - Walekhindi Dy Km No4
3
RATE ANALYSIS No1
Item No1-
Provding earthwork for embankment with approved materials obtained from
departmental land and other source including all lifts and leads laying in layers of 20
centimetre to 30 centimetre thickness breaking clods dressing to the required lines
curves grades and sections compacting with power roller complete
1) Completed item rate as per DSR 2008-09 Item No 29 -Page No
2) Add VAT 045 Cum
Total Rate
Say Rate Cum
Vjani Canal Sub-Dv No 33 KUCHI
Technically Checkell
found Pum
No2
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No2
Item No2shy
Supplying 60 milimetre trap stone over size metal at the rod side inclduing conveying and stacking complete by blasting
1) Completed item rate as per DSR 2008-09 16500 Cum Item No 41 Page
2) Additional lead charges for 60 mm metal for 24 Km For 25 For 20 Diff For 5 Km for 1 Km -For 24 Km -
bullbull -Deduct initial lead 12- - 12964
Net Lead =
20322 = 20322 x 1 =
Total _
2) Add VAT 050
Total Rate
Say Rate
Technically CanalSub-Dv No 33 ampfoundcorrecl KUCHl _
SPKulkarnI Pump House SecLEngr(II)
No2
Name of work Construction of VRB at Ch Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No3
Item No3shy
Supplying 40 milimetre trap stone metal hand broken at the rod side including conveying and stacking complete by blasting
1) Completed item rate as per DSR 2008-09 17500 I Cum Item No 43 Page No 147
2) Additional lead charges for 60 mm metal for 24 Km For 25 For 20 Diff For 5 Km for 1 Km
For 24 _ - Deduct initial lead 1291gt4 V
Net Lead =
- x = 1
Total Cum
2) Add VAT 050 Cum
f
Total Rate Cum
Say Rate Cum
UjaniCanalSub-Dv No 33 KUeHl
TechnIcally Checked amp correct
SPKulkarni SectEngr(H) Pump House
No2 Sangli
Narne of work Construction of VRB at Ch of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No4
Item No4shy
Supplying hard rnurum at the rod side including conveying and stacking complete
raquo 1) Completed item rate as per DSR 2008-09 7300 Cum
Item No No
--omiddot---middotmiddotmiddotmiddotmiddot--middotmiddot-middotmiddotmiddot-middot----- 2) Additional lead charges for Murum for
x 1 bull _ Cum bullbullbullbull bull bullbull - bull
Total Cum
2) Add VAT 050 Cum
Total Rate I Cum
Say Rate
UjaniCanal Dv No KUeHl
TechnIcally Checked found correct
SectEng r(II) Pump House
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No5
Item No5shy
Supplying soft murum at the rod side including conveying and stacking complete
1) Completed item per DSR 2008-09 7000 Cum Item No 46 Page No
=
Total I Cumr 2) Add VAT 050 - Cum
Total Rate I Cum
SayRate
Ujani CanalSub-De No 33 KUeHl
Executive Engineer MhaisalSctEngr(II)
n
2)
bull __
Additional lead charges for Murum for 2 Km
Tecllnlcllly Checked
bullKulkarni
__
-
1h -
Itz b bull bull
bull
___ _
-J
I J
I _T _
Name of wonk Construction of SH Road Crossing Of Hiware Walekhindi Dy ch3630--m
CERTIFICATE
1 Certified that the estimate is Technically amp Arithmatically checked 100 in Subdivision office amp Division office
2 Certified that the strata is classified as per the Trial pits and found 100 correct
3 Certified that the Canal Bed levels are verified with latest approved CBL Statement and found correct
4 Certified that the Design Discharge is verified with latest approved Cut off Statement and found correct
5 Certified that the leads provided in the estimate are personally verified by me and found correct
6 Certify that the adequate and good quality of materials are available with the lead shown in the Estimate
7 Certified that the rates adopted are as per ID DSR 2009-10 And BampC DSR 2008-09
SubUjjani Canal Sub-Division No33
Mhaisal Pump House Dn No2
Kuchi Sangli
Name of worrk Construction of Hiware Walekhindi Dy ch3630--m
CERTIFICATE
1 Certified that the rates adopted are as per ID DSR 2009-10 And B amp C DSR 2008-09
2 Certify that the Leads and lifts proposed are generally in order in the Estimate
Superintending Engineer KKLIRRProject Circle
Sangli
Name of worrk Construction of SH Road Crossing Of Hiware Walekhindi Dy ch3630--m
ABSTRACT SHEET
Quantity Description of Item Rate Per Amount
034
000
Item no 1 Excavation for foundation in earth soil of all types sand gravel
and soft murum including removing the excavated material upto
a distance of 50 m Beyond the building area amp stacking and
spreading as directed dewatering preparing the bed for
foundatio
II) Upto 150 m depth
In) For 150 to 300m depth
9000
8040
cum
cum
3060
000
3235
000
Item no 2 Excavation for foundation in hard nurum including removing the
excavated matrial upto a distrance of 50 m Beyond the buildind
area amp stacking and spreading as directed dewatering
preparing the bed for foundation and necessary back filling
ramming wat
II) Upto 150 m depth
In) For 150 to 300m depth
10200
9045
cum
cum
329981
000
602
000
Item no 3 Excavation for foundation in soft rock and old cement and lime
masonary foundation including removing the excavated material
upto a distrance of 50 m Beyond the building area amp stacking
and spreading as directed dewatering preparing the bed for
foundat
II) Upto 150 m depth
In) For 150 to 300m depth
I 22500
I 22110
cum
cum
135460
000
5575
000
Item no 4 Excavation for foundation in hard rock by blasting including
trimming and levelling the bed by chiselling where necessary and
removing the excavated material and stacking it in measurable
heaps within distrance of 50 m From building area lncludinq
dewat
II) Upto 150 m depth
In) For 150 to 300m depth
36000
36180
cum
cum
2006979
000
755
962
8105
0339
7987
Item no 5 Providing and laying in situ CC M-101 36 of trap
quartzitel gneiss metal foundation including necessary bailing out
water compacting and curing (including form work centering
and excluding dewatering by pump) etc complete
3349513
Item no 6 Providing and laying M-15 RCC of trapl granitel quartzitel
gneiss metal for cast in situ piers abutments returns wings etc
including compacting by vibrating and including formwork and
bailing out water 30997757
348230
382440
22645 cum
Item no 7 Providing and cutting bending hooking laying in position and
tieing HYSD steel bar for reinforcement as per detailed
drawings for all RCC works
Item no 8
Providing selected hard murum filling including layng in layers of 15 cm to 20 cm watering and compacting etc complete
1808550
Item no 9 Prividing and laying cement concrete pipe of IS NP2 1200 mm
in proper line level and slope including providing amp fixing collars 395075 rmt 10825055 274 in cement mortar 12 etc complete
TOTAL Rs Add bull
Add 1 Insurance
402(I Add 1 LWF
I Grand Total 510546 88
Say Rs 51054700I bull bull _ bull
05 it-
Prepared By
UDKande Pune
Sub Engineer Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2
Kuchi SangIi
JATH MAIN CANAL
Name of worrk Construction of SH Road Crossing Of Hiware Walekhindi Dy ch3630--m
MEASUREMENTS
Item no 1 Excavation for foundation in earth soil of all types sand gravel and soft murum including
removing the excavated material upto a distance of 50 m Beyond the building area amp
stacking and spreading as directed dewatering preparing the bed for foundatio
Total Depth Of Excavation = GL - Foundation 2990 M
strata = soil = 0000 m HM= 0150 m SR = 0200 m HR = 1852 m
Upstream amp Downstream Head Wall = 2 1031 292 0000 000 Curr
Staunch Wall= 2 392 05 0000 000 I Pipe Trench 1 1370 302 0000 034 Curr
I Total n 34 CUR
Item no 2 Excavation for foundation in hard nurum including removing the excavated matrial upto a
distrance of 50 m Beyond the buildind area amp stacking and spreading as directed
dewatering preparing the bed for foundation and necessary back filling ramming wat
Upstream amp Downstream Head Wall = 2 1031 292 0150 452 Cum
Staunch Wall= 2 392 05 1072 210 I Pipe Trench 1 1370 302 0622 2573 Curr
Total 3235
Item no 3 Excavation for foundation in soft rock and old cement and lime masonary foundation
including removing the excavated material upto a distrance of 50 m Beyond the building
area amp stacking and spreading as directed dewatering preparing the bed for foundat
Upstream amp Downstream Head Wall = 2 1031 292 0200 602 Cum
Staunch Wall= 2 392 05 0000 000 I Pipe Trench 1 1370 302 0000 000 Curr
Total
l
Item no 4 Excavation for foundation in hard rock by blasting including trimming and levelling the bed
by chiselling where necessary and removing the excavated material and stacking it in
measurable heaps within distrance of 50 m From bUilding area including dewat
Upstream amp Downstream Head Wall = 2 1031 292 1852 5575 Cu
Staunch Wall= 2 392 05 0000 000
Pipe Trench 1 1370 302 0000 000 Curr Total
m
059
903 Cu0300
030005
292
392
1031
2Staunch Wall=
Item no 5 Providing and laying in situ CC M-l0136 oftrap granite quartzite gneiss metal foundation including necessary bailing out water compacting and curing (including form work centering and excluding dewatering by pump) etc complete
Upstream amp Downstream Head Wall = 2
Total 962
m
Item no 6 Providing and laying M-15 RCC of trap granite quartzite gneiss metal for cast in situ piers abutments returns wings etc including compacting by vibrating and including formwork and bailing out water
Ups ampDs Head Wall Vertical 2 971 060 035 408 Curr
Ups ampDs Head Wall Sloping 2 971 146 221 6265 Curr Around Pipe (Credal Concrete 1 1201 158 158 2998 Curr Parapet Wall= 2 971 030 015 087
Total = 97589 Cun DEDUCTIONS
Pipe In Wall 2 084 121 -204 Curr
Pipe 1 1201 121 -1450 Curr
I Total = 81053 Cun
Item no 7 Providing and cutting bending hooking laying in position and tieing HYSD steel bar for reinforcement as per detailed drawings for all RCC works
Ups ampDs Head Wall Vertical 2 971
Ups ampDs Head Wall Sloping 2 971
035
221
000
000
680 Sqn
I 4291 Sqn
I
I
I
I I I
Around Pipe (Credal Concrete 1 1201 158 1898 Sqn Parapet Wall= 2 971 030 015 583 Sqn
I Total Are 67716 Sqn
Qty of Steel Surface Area x 62kg I sqm Provide 10mm dia 200mm cc
= 67716 x 5 kglsqm = 33858 kg = 0339 MT =
Item no 8 Providing selected hard murum filling including layng in layers of 15 ern to 20 ern watering and compacting etc complete
Above TBl A Back Ftal Excavatical Conc Qnty+PipeArea) 33425 Curr Up To Gl B Murum 264 044
above 1X12X43XO9 4644 Total 7987
Item no9 Prividing and laying cement concrete pipe ofLS NP2 1200 mm in proper line level and slope including providing amp fixing collars in cement mortar 12 etc complete I
2 14
Total
274 RM
274
bullbullbullr
I VCaual
KUCHl
(
Name of worrk Construction of SH Road Crossing Of Hiware Walekhindi Dy ch3630-middotm
SrNo ittem Quantity
4 Bed Level BL m 644449
8 S1 m 1 1500
12 iNatural Surface Level NSL m 645971
2 of crossinn m 60middotmiddotmiddotmiddot middot middot middot r middotmiddotmiddot middotmiddotmiddotmiddot middotmiddotmiddotmiddot r middotmiddotmiddotmiddotmiddotmiddotmiddot middotmiddotmiddotmiddot middotmiddotmiddotmiddotmiddot middot
6 Bearino TMA2 20bullbull bullbullbullbullbullbullbullbullbull bullbull middotmiddotmiddotmiddotmiddot middot middot middot middotmiddotmiddotmiddot middotmiddotmiddotmiddot middot middot middot middot middotmiddotmiddotmiddotmiddot
Soil Strata I Trial Pit Results 1 Depth of Soft soil m o 2 Depth of Hard murum m 015 3 Depth of Soft Rock m 02 4 Depth of Hard Rock m 1852
Page 1
01 DESIGN 1 Assume a pipe diamter = D = 1200
TT= 314 Area of Pipe = TT 14 x D 2 =
3144x(12001000)2 113 sq m FSD 075 m Use Two pipes to carry total discharge
c r= r- hd = 450
600 h=thd = 150-- 0
FSD = 750
Sin a = Perpendicular 1hypoteneus= hd 1r = 025 Sin a = 025 Hence a = 959 degree
180-2xa= 16082 Length of Segment BCD = L = x TT x r 1180 =
L= 16082x314x600180 0842 m
Area of segment above FSD = Area of BCD = L x h x 23 = 0842x450x23= 0253 sq m
Total Area upto FSD = Area of pipe - Area of segment upto FSD = 11304-0253= 08774 sq m
Since we are using two pipes n = 2 Total Area up to FSD = 17548 sq m
02 Calculate the Afflux Afflux = V21788 + 001524) x [(A2a 2)-1]
10521788+001524)x(A2a2)-1middot= A = area of flow of canal = (2x15xO75+09)+09)2xO75=
A = 1519 sq m a = area of pipe upto FSD = 1755 sq m
Afflux = 0077 x -0251 -0019 m -19 mm
03 Find area and Wetted perimeter for FSD plus Afflux h = New FSD 075+-0019= 0731 m hd = 368-300 = 131
Sin a = Perpendicular 1hypoteneus= hd 1r = 0218333 Hence a = 131 degree
Angle = 180 - 2 x a = 1538 Length of Segment BCD = L = x TT x r 1180 =
L = 1538x314x1180 0805 m
Area of segment above FSD = Lx h x 23 = h = 300 - 68 = 232 m
Area of segment above FSD = 0805x2321000x23= 0125 sq m
Page 2
04 Area of segment below FSD =Area of Pipe less area above segment 11304-0125=
10054 sq m For Two pipes Area = 20108
05 Perimeter =Cir Of Pipe less Length of chord L of segment above FSD Perimeter = 314x120011000-0805=
1884 minus 0805 = 1079 m For Two pipes Perimeter = 2158 m
06 R = AlP 0931789 m 07 Number of rows n Two 2 08 Velocity through pipe = q 1a X 2 =
0791 msec 09 Calculation of Losses in the Structure shy
Head loss at entry h1 = Cdx(v22-v)2xg=
Cd = 05 V2 = 0791 rnsec V1 = 105 msec
h1 = 05x(0791 2-1052)(2x981)= -0012 m
Head Loss at Exit =h2 = 2 x h1 = -0024 m Frictional Loss in Pipe
hf = Lx (QCr) 181 199462 x d 481 = Where L = 5 m Q = 0151 cumec Cr = 065 for RCC pipesand D = 0900 m hf = 5 x (0151065) 181 199462 x (060) 481 = hf= 0005 m Losses are worked out for one pipe Since we are using two pipes the losses shall be doubled Total Loss = 2 x (h1 + h2 + hf) = -0062 m
Actual provided 0 mm Loss due to structure = -62 mm Afflux due to structure = -19 mm Since both Afflux amp Head Loss are negligible Hence it is ok
10 Bed Width at Junction = n x d + 2 x n x t + (n-1) x Gap= Where n is rows of pipes = 2 no
dis dia of pipe = 1200 mm t is the thickness of pipes - 80 mm
G gap between two rows = Key 300 mm Bed Width at Junction = 2x1200+2x2x80+(2-1)x300=
3020 mm
Page 3
11 length of Head wall = TBL-CBL and GL-CBL which ever is more shy
1522 m 4 x (TBL - CBL) or (GL-CBL) + BW at Junction + 2 x Key =
4x(645971-644449)+3020+2x300= 9709 mm
12 length of Stauch wall = nXd+2xnxt+(n-1)xGap + 2 x Key
3620 mm 13 length of Transition - Splay 1 10
(bed width of junction - Bed width of canal)2 x 10 = (3020-900)2x10
10600 mm 14 Controlling levels
Pipe Invert level = CBl = 644449 m Natural Surface Level = G L = 645971 m Top of the Bank Level = TBL = 645399 m Top of the pipe Level - CBL + d + t =
645729 m Min Murum Cover = 34 x d = 450 mm Wearing coat = 100 mm Top of Road level = 646279 mm
Slope for joining GL to Road formation LevI 1 in 30 Difference between Road and Ground Levels = Road Level - GL =
0308 0308 m Length of Connection bet Road amp Ground Level 0
Min Murum Bedding = 12 x d = 0 mm Bottom of Pipe Level = 644369 m Staunch Wall Foundation Level 300 mm below murum filling = 0 mm Staunch Wall Foundation = 644369 m Staunch Wall top width = 200 m Staunch Wall foundation width = 500 m foudation depth= 150 m Head wall foundation shyHeight of Foundation below the
Bottom of Pipe = 300 mm Foundation Depth = 300 mm Head Wall Foundation Level = 643769 m Top of Head wall = 646779 m 500 mm above Road Level incl 150 mm coping Top Width of Head wall = 600 mm With 750 x200 x 150 guard Stone 1Pillars Foundation Projection = 300 mm
mm
Page 4
0308
15 Stability Analysis of Head Wall
Guad Stones 2000 mm 750 X 200 X 150 mm
646779 I
646279 Road Format I
NSL
I I
645971
I2710 --------1-----------------middot2210
I ICBL 644449 I I I
A 1720 300 Ipa x Rx 21 644069 bull I 09476
300 643769 IB
2920
BaseWidth Moments about A RL 644069 m b= 232
Particulars Force r - - - L Arm I Moments -----------------------------------r------------ --------------------r---------
H V + ve - ve
middotmiddot -------------I------------+------------t------------ -------------------+----------------I---------------t-------------1-----------shy
W3 I 172 221 21 050 399 175 6971
1385 257 16933 232
19253 X = 1 = 139
a) B3 = 0773333 TRUE 1546667 2b3= Design OK e = b2 - x = -023 023
b) P max = Wb x (1+ (6xe I braquo = 9519 Design OK within SBCapacity c) P min = Wb x (1- (6xe 1braquo = 2418 Design OK Possitive Value to P min d) Factor of safety against overturnir 15
FS sliding =IM + ve 1 IM - ve = 25290752 = 729992952 Design O K
e) Factor of safety against sliding = 15 FS sliding =IM + ve 1 IM - ve = x I WI I V =
0333 x 2062 1562 = 1795727182 Design O K
Page 5
Base Width Moments about B RL 643769 m B= 292
Particulars L Arm Moments ------------------------------------------- ----- --------_-------- --------------- --------------- ---__------ -_ _-------shyH V + ve va _----------i------------+------------t------------ ---------------- -------shy
W1 06 271 24 1 390 06 2341 ------------l--------------------------T------------ ------------------------------------T---------------r-----------------------shy
W2 172 221 24 050 456 147 6721
r W5 03 292 24 1 210 146 3070 middot middotmiddotmiddot middot
------------1------------------------------------
27335 X = I = 1714
a) B3 = 0973333 TRUE 1946667 2b3= Design OK e = b2 - x = -0254 0254
b) P max = Wb x (1+ (6xe I b)) = 8313 Design OK within SBCapacity c) P min = Wb x (1- (6xe I b)) = 2611 Design OK Possitive Value to P min d) Factor of safety against overturnir 15
FS sliding + ve I - ve = 25290752 = 760 Design O K
e) Factor of safety against sliding = 15 FS sliding + ve I - ve = x r W I V =
0333 x 2062562 = 1676613472 Design O K
Sectional Eaglll bull er Vjani Canal No KUeHl
Page 6
I LEAD S TAT E MEN T (km-4) Name of worrk Construction of VRB Of Hiware Walekhindi Dv ch3630--m
km-4 - As per B ampC DSR 2008-09
Sr No Material Sources Lead in KM Total Net Lead Charges
Initial Lead Charges
Unit
1 Sand Balundgi 72 80712 12964 67748 Cum
2 Metal Revnal 24 33284 12964 20320 Cum
3 Cement Jath 22 22179 9260 12919 MT
4 Rubble Local 100 7876 12964 000 Cum
5 Steel Jath 22 22179 9260 12919 MT
6 Water Local 5 8642 8642 000 1000 Ltr
7 Murum Local 2 000 000 000 Cum
8 Pipe
Miraj 72 13773 2212 11561 Cum600rnm
9 Pipe
Miraj 72 26904 4321 22583 Cum800mm
10 Pipe
Miraj 72 26904 4321 22583 Cum900mm
11 Pipe
Miraj 72 26904 4321 22583 Cum1000mm
12 Pipe
Miraj 72 80713 12964 67749 Cum1200mm
Royalty Charges 3534 -3534 Increase in Cost of 11
Cement bullbull
Head Lead for 100 m 1585 Lead for 500 m 3297 Lead for 30 m 610
Loading amp Unloading 5335 MT
2100 30716 8946 21770 Rubble For Structure Local
ement Lead Charges 1KM 363 Initial Lead for Water 1166
1) Certified that the lead charges for different materials are as per for super Passage at ch 45460 statement (vide letter CE (SP) 1CE-4Jath Canal62591 I 2) Certified that the lead charges for different materials are as per approved lead for super Passage at ch 45460 statement (vide letter SE KKLlPC sanglil PB - 41 Jath lead4199 1Dt03092005) 3) Certified that the sufficient quantity of material will be availabel from quarries
UPrepared By al bullbullr
Sub
ound Correct U D Kande
Pune
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
Superintending Engineer
Krishna Koyna Lift Irrigation Project Circle
SangIi
RATE ANALYSIS No1
ITEM No1 shyExcavation for foundation in earth soil of all types sand gravel and soft murum including removing the excavated material upto a distance of 50 m Beyond the building area amp stacking and spreading as directed dewatering preparing the bed for foundation and necessary back filling ramming watering including showing and strutting etc complete
1) Basic Rate Rs 9000 Cum (PWD DSR 2008-09 PND 175 I no 1 )
Total RS 9000 SayRs Cum
Prepared By Cor ct
U D Kande Pune Sub
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
RATE ANALYSIS No 2
ITEM No2 shyExcavation for foundation in hard nurum including removing the excavated matrial upto a distrance of 50 m
Beyond the buildind area amp stacking and spreading as directed dewatering preparing the bed for foundation and necessary back filling ramming watering including shoring and strutting etc complete
1) Basic Rate (PWD DSR 2008-09 PND 175 I no
2)
Rs 10200 Cum
Total RS SayRs
10200 Cum
Prepared By Technically Checked Found Correct
Sub Divisional Engineer Ujjani Canal Sub-Division No33
Kuchi
U D Kande
Pune
Mhaisal Pump House Dn No2 Sangli
RATE ANALYSIS No3 ITEM No3 shyExcavation for foundation in soft rock and old cement and lime masonary foundation including removing the excavated material upto a distrance of 50 m Beyond the building area amp stacking and spreading as directed dewatering preparing the bed for foundation and necessary back filling with available earth murum ramming watering including shoring and strutting etc complete
1) Basic Rate Rs 22500 Cum (PWD DSR 2008-09 PNG 175 I no 4)
Total Rs 22500 SayRs _ Cum
Technically Checked ampPrepared By Cr c
u D Kande
Pune Sub Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2
Kuchi Sangli
I
I
RATE ANALYSIS No4 ITEM No4 shyExcavation for foundation in hard rock by blasting including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within distrance of 50 m From building area including dewatering and back filling with available earth murum ramming watering etc complete
1) Basic Rate Rs 36000 Cum (PWD DSR 2008-09 PND I no 5)
Total Rs 36000 SayRs Cum
Prepared By fcchnicaHy Checked amp found Correct
u D Kande Pune Sub Divisional Engineer Exec ive Engineer
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
l
RATE ANALYSIS No6
ITEM No6 shyProviding and laying M-15 RCC of trap granite quartzite gneiss metal for cast in situ piers abutments returns wings etc including compacting by vibrating and including formwork and bailing out water
1) Basic Rate Rs 320000 Cum (PWD DSR 2008-09 PNO 181 I no 37)
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Metal 09 09 Cum 20320 18288
2) Sand 045 045 Cum 67748 30487
3) Cement 0295 0295 MT 12919 3811 Total Rs 52586
Additional Royalti Charges For Sand 045 10600 477
Additional Royalti Charges For Metal 09 3534 3181
Total Rs 380536
Add 050 VAT 1903
Total Rs 382439
Say Rs I I
ctl_E t
Technically Checked IPrepared By Correct
UDKande Pune Sub
Djjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
l
i
RATE ANALYSIS No7
ITEM Providing and laying in situ CC M-I0l36 of trap granite quartzite gneiss metal foundation including necessary bailing out water compacting and curing (including form work centering and excluding dewatering by pump) etc complete
1) Basic Rate Rs 284635 Cum (PWD DSR 2008-09 PND 176 I no 15)
Add lead charges
Material Qty Qty for item Unit Charges Amount
1) Metal 094 094 Cum 20320 19101
2) Sand 047 047 Cum 67748 31842
3) Cement 02025 02025 MT 12919 2616
Total Rs 53558
Additional Royalti Charges For Sand
Additional Royalti Charges For Metal
Add 050 VAT
cbullbullbullEbullbullmiddotbull
Prepared By
U D Kande
Pune Sub Ujjani Canal Sub-Division No33
Kuchi
047 10600 4982
094 3534 3322
Total Rs 346497
1732
Total Rs 348230
SayRs I Cum -
rcchnlcally rhecKed amp Quod Correct
Mhaisal Pump House Dn No2 Sangli
l
RATE ANALYSIS 9
ITEM No9 shyProviding and cutting bending hooking laying in position and tieing HYSD steel bar for reinforcement as per detailed drawings for all RCC works
Rate Analysis For Basic Rate Of Steel
Ref Procedure Adopted As Per sanction Estimate No 22309 by CE(SP)Pune
1) Labour Charges ( PWD SOR 2008-09PNO 182 I no 44 )
Rs 264200 1Cum
Basic Rate as per SEPWDPune Letter No 2332 at 30312010 is Rs 37000 1shy
2) Material 1) Steel 105 3700000 38850
2) Binding Wire 4 KgMT 48 19200
3) Initial Lead 105 926 Total
9723
3913923
Add Sundries Add Overheads
05
10
Total
19570 391392
IMTTotal Rate l5~~middot ershy4 6 1MT
12919Add Lead Charges For Steel 1 MT 12919
Total Rate
Add VAT 05 2 CC
n scu r
Prepared By
UD Kande
Pune Sub Ujjani Canal Sub-Division No33
Kuchi
Say Rs 1MT
Mhaisal Pump House Dn No2
Sangli
Qund Correct
Total Rate
-
RATE ANALYSIS 10
ITEM No 10 shyProviding selected hard murum filling including layng in layers of 15 em to 20 em watering and compacting etc complete
1) Basic Rate Rs 19000 Cum (PWD SOR 2008-09 PNO 173 I no 10 )
Add Royalty Charges For Murum 3534 3534 Total Rate 22534
Add VAT 05 113
Total Rate 22647
Say Rs 22645 Cum bulla EI
Prepared By
found Correct
UDKande Pune Sub Divisional Engineer
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
i
RATE ANALYSIS 17
ITEM No 17 -Prividing and laying cement concrete pipe ofLS NP2 900 rom in proper line level and slope including providing amp fixing collars in cement mortar 12 etc complete
1) Basic Rate Rs 203500 Rmt ( PWD SOR 2008-09 PNO 172 I no 6d )
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Supply Of Pipe 1 1 M 22583 22583 2) Sand 00021 00021 Cum 67748 142 3) Cement 00016 00016 MT 12919 021
Total Rs 22746
Add Royalty Charges For Sand 106 00021 022
Total Rs 226268
Add VAT 05 1131 Total Rs 227400
Say Rs I 227400 i
I Rmt
Sctlo1
-rnmd CorrectPrepared By
D Kande I Pune Sub Executive Engineer
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
Superintending Engineer
KKLIRRProject Circle Sangli
RATE ANALYSIS 19
ITEM No 19 -Prividing and laying cement concrete pipe of1S NP2 1200 mm in proper line level and slope including providing amp fixing collars in cement mortar 12 etc complete
1) Basic Rate Rs 325000 Rmt ( PWD SOR 2008-09 PNO 172 I no 6f )
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Supply Of Pipe 1 1 M 67749 67749 2) Sand 00044 00044 Cum 22583 099 3) Cement 00032 00032 MT 67748 217
Total Rs 68065
Add Royalty Charges For Sand 106 00044 047
Total Rs 393112
Add VAT 05 1966 Total Rs 395077
Prepared By s hecked
SayRs 395075 I Rmt
U D Kande
Pune Sub
Pound Correct
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
Superintending Engineer
KKLIRRProject Circle Sangli
Name of worrk constrr of SH Road Crossing Of Hiware Dy ch3630--m
gt1
BL
13700 )1 n COPING M-15 20 rso x iso
D size I eoo I I I III
646629 1
eaee soc130 SLOPE JOINING IP AT TBl
SR
644069
643769 644069
643769
STAUNCHWALL SECTIONOF HEAD WALL
SECTION AT A - A
o -e-
o GL 645971 o
o
U o w Z
0
rn( oB
300
GUARD STONE OF 750 X 200 X 150 ------- g r I I-- - _ __ _
I 0 I I I I I
I I I I ISL 64520 SPLAY 1 in 10
I I I I I I
I I I I I I I I
I I I I I 1111 I I I I
CANAL FLOW I 1 1 I I I I
I
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I _ I I
I I I bull o ----- ----
toaccommodate SR amp IPlevels I
0
Sub-PLAN
Ujani Canal Sub-Dv No 33 bullbullbullbull EI KUeHl
TRIAL PIT DATA oarGL
osaon
t oz
152
0680
I 0
Z 0
0 W
11 z 0
w 0 gt
WZ
0 u
I
--
h
~ ~ I IbIIII
bb ob
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IJ
ame of work Construction of VRB at Ch Hivare - Walekhindi Dy Km NO4
SUB-ESTIMATE -2 (DIVERSION) ABSTRACT
Description Rate I UnitQuantity I Unit Amount
4500ICum
25920ICum
Item No1shyProvding earthwork for embankment Withl approved materials obtained from departmental land and other source including all lifts and leads laying in layers of 20 centimetre to 30 centimetre thickness breaking clods dressing to the required lines curves grades and sections compacting with power roller completeI(Rate Analysis No1) Item No2shySupplying 60 rnilimetre trap stone over metal at the side inclduing conveying stacking complete by blasting
I(Rate Analysis No2) Item No3shySupplying 40 milimetre trap stone metal dl~cum
broken at the side including conveying and stacking complete by blasting
I(Rate Analysis No3) Item No4-Supplying hard murum at the side including conveying and stacking complete I(Rate Analysis No4)
~
Item No5shySupplying soft murum at the rod side conveying and stacking complete
I(Rate Analysis No5) Item No6shySpreading130 milimetre metal including sectioning complete (DSR Rate 2008-09 Add Vat 050
1800t
Total Rs Say Rs 1810
Item No7shySpreading milimetre rnetal including sectioning complete (DSR Rate 2008-09 51148) 18 Add Vat 050 009
Total Rs 1809 Say Rs 1810
I I Description Rate I Unit AmountQuantity I Unit
Item No8shySpreading hard murum on the19500ICum formation over the road formation for side width and oversize metal includign sectioning etc compelte (DSR Rate 2008-09 Add Vat 050 006
Total Rs 1106 Say Rs 1105
Item No9shy1620ICum Spreading blindage of soft murum over
the water bound macadam surface etc complete (DSR Rate 2008-09 50149) 11Add Vat 050 006
Total Rs Say Rs
Item No10-48600ISqm Compacting the sub grade 1 gravel 1
over size metal ( 200 milimetre loose) tgt layer with power roller including
necessary labour material and artifical waterino complete (DSR Rate 2008-09 75 Add Vat 050
Total Rs 754 Say Rs
Item No11-45000ISqm Compacting the sub grade 1 gravel 1
over size metal ( 100 milimetre loose) - layer with power roller including necessary labour material and artifical waterinq complete (DSR Rate 2008-09 Add Vat 050 003
Total Rs 653t Say Rs 655
Item No12-45000ISqm Compacting the hard murum size width
layer on each side with power roller
including arthficial watering complete
(DSR Rate 2008-09 60149) 24I
Add Vat 050 001 Total Rs
Say Rs Total Rs
215500
I
~ U Ujani Canal Sub-Dv No 33
Narne of work Construction of VRB at Ch of Hivare - Walekhindi Dy Km No4
SUB-ESTIMATE -2 (DIVERSION)
MEASUREMNT No Length Breadth Height Quantity
Item No1-Provding earthwork for embankment with approved materials obtained from departmental land and other source including all lifts and leads laying in layers of 20 centimetre to 30 centimetre thickness breaking clods dressing to the required lines curves grades and sections compacting with power roller complete
DIVERSION 1 x 810 + 1150 x 075 = 88200 Cum 2
Item No2shySupplying 60 milimetre trap stone over size metal at the rod side inclduing conveying and stacking complete by blasting
DIVERSION 1 x 120 x 405 x 020 = 9720 Cum
Item No3shySupplying 40 milimetre trap stone metal hand broken at the rod side including conveying and stacking complete by blasting
DIVERSION 1 x 120 x 375 x 010 = 4500 Cum
Item No4shySupplying hard mururn at the rod side including conveying and stacking complete
SIDE WITH 1875 + 2175 2 =2025 2 x 120 x 2025 x 020 = 9720 SIDE WITH 1875 + 2175 2 =2025 2 x 120 x 2025 x 020 = 9720
13 Qty(9720 + 9720) = 6480
25920 Cum
Item No5shySupplying soft murum at the rod side including conveying and stacking complete
14 Qty of 6480 1620
1620 Cum
Item No6shySpreading 60 milimetre metal including sectioning complete
Qty as per Item NO3 1 x 195 = 195 Cum ( 9750 + 9750)
Item No7shySpreading 6040 milimetre metal including sectioning complete
Qty at per Item No4 9720 + 9720 x 1 = 6480 Cum 3
Item No8shySpreading hard rnurum on the rod formation over the road formation for side width and oversize metal includign sectioning etc compelte
Qty as per Item NO4 1 x 195 = 195 Cum ( 9750 + 9750)
Item No9shySpreading blindage of soft murum over the water bound macadam surface etc complete
Qty as per Item No5 1 x 1620 = 1620 Cum
Item No10shyCompacting the sub grade gravelover size metal ( 200 milimetre loose) layer with power roller inclUding necessary labour material and artifical watering complete
DIVERSION 1 x 120 x 405 = 48600 Sqm
Item No11shyCompacting the sub grade gravelover size metal ( 100 milimetre loose) layer with power roller including necessary labour material and artifical watering complete
APPROACH 1 x 120 x 375 = 45000Sqm
Item No12shyCompacting the hard murum size width layer on each side with power roller including arthficial watering complete
2 x 120 x 1875 = 45000Sqm
Name of work Construction of VRB at Ch Hivare - Walekhindi Dy Km No4
3
RATE ANALYSIS No1
Item No1-
Provding earthwork for embankment with approved materials obtained from
departmental land and other source including all lifts and leads laying in layers of 20
centimetre to 30 centimetre thickness breaking clods dressing to the required lines
curves grades and sections compacting with power roller complete
1) Completed item rate as per DSR 2008-09 Item No 29 -Page No
2) Add VAT 045 Cum
Total Rate
Say Rate Cum
Vjani Canal Sub-Dv No 33 KUCHI
Technically Checkell
found Pum
No2
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No2
Item No2shy
Supplying 60 milimetre trap stone over size metal at the rod side inclduing conveying and stacking complete by blasting
1) Completed item rate as per DSR 2008-09 16500 Cum Item No 41 Page
2) Additional lead charges for 60 mm metal for 24 Km For 25 For 20 Diff For 5 Km for 1 Km -For 24 Km -
bullbull -Deduct initial lead 12- - 12964
Net Lead =
20322 = 20322 x 1 =
Total _
2) Add VAT 050
Total Rate
Say Rate
Technically CanalSub-Dv No 33 ampfoundcorrecl KUCHl _
SPKulkarnI Pump House SecLEngr(II)
No2
Name of work Construction of VRB at Ch Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No3
Item No3shy
Supplying 40 milimetre trap stone metal hand broken at the rod side including conveying and stacking complete by blasting
1) Completed item rate as per DSR 2008-09 17500 I Cum Item No 43 Page No 147
2) Additional lead charges for 60 mm metal for 24 Km For 25 For 20 Diff For 5 Km for 1 Km
For 24 _ - Deduct initial lead 1291gt4 V
Net Lead =
- x = 1
Total Cum
2) Add VAT 050 Cum
f
Total Rate Cum
Say Rate Cum
UjaniCanalSub-Dv No 33 KUeHl
TechnIcally Checked amp correct
SPKulkarni SectEngr(H) Pump House
No2 Sangli
Narne of work Construction of VRB at Ch of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No4
Item No4shy
Supplying hard rnurum at the rod side including conveying and stacking complete
raquo 1) Completed item rate as per DSR 2008-09 7300 Cum
Item No No
--omiddot---middotmiddotmiddotmiddotmiddot--middotmiddot-middotmiddotmiddot-middot----- 2) Additional lead charges for Murum for
x 1 bull _ Cum bullbullbullbull bull bullbull - bull
Total Cum
2) Add VAT 050 Cum
Total Rate I Cum
Say Rate
UjaniCanal Dv No KUeHl
TechnIcally Checked found correct
SectEng r(II) Pump House
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No5
Item No5shy
Supplying soft murum at the rod side including conveying and stacking complete
1) Completed item per DSR 2008-09 7000 Cum Item No 46 Page No
=
Total I Cumr 2) Add VAT 050 - Cum
Total Rate I Cum
SayRate
Ujani CanalSub-De No 33 KUeHl
Executive Engineer MhaisalSctEngr(II)
n
2)
bull __
Additional lead charges for Murum for 2 Km
Tecllnlcllly Checked
bullKulkarni
__
-
1h -
Itz b bull bull
bull
___ _
-J
I J
I _T _
Name of worrk Construction of Hiware Walekhindi Dy ch3630--m
CERTIFICATE
1 Certified that the rates adopted are as per ID DSR 2009-10 And B amp C DSR 2008-09
2 Certify that the Leads and lifts proposed are generally in order in the Estimate
Superintending Engineer KKLIRRProject Circle
Sangli
Name of worrk Construction of SH Road Crossing Of Hiware Walekhindi Dy ch3630--m
ABSTRACT SHEET
Quantity Description of Item Rate Per Amount
034
000
Item no 1 Excavation for foundation in earth soil of all types sand gravel
and soft murum including removing the excavated material upto
a distance of 50 m Beyond the building area amp stacking and
spreading as directed dewatering preparing the bed for
foundatio
II) Upto 150 m depth
In) For 150 to 300m depth
9000
8040
cum
cum
3060
000
3235
000
Item no 2 Excavation for foundation in hard nurum including removing the
excavated matrial upto a distrance of 50 m Beyond the buildind
area amp stacking and spreading as directed dewatering
preparing the bed for foundation and necessary back filling
ramming wat
II) Upto 150 m depth
In) For 150 to 300m depth
10200
9045
cum
cum
329981
000
602
000
Item no 3 Excavation for foundation in soft rock and old cement and lime
masonary foundation including removing the excavated material
upto a distrance of 50 m Beyond the building area amp stacking
and spreading as directed dewatering preparing the bed for
foundat
II) Upto 150 m depth
In) For 150 to 300m depth
I 22500
I 22110
cum
cum
135460
000
5575
000
Item no 4 Excavation for foundation in hard rock by blasting including
trimming and levelling the bed by chiselling where necessary and
removing the excavated material and stacking it in measurable
heaps within distrance of 50 m From building area lncludinq
dewat
II) Upto 150 m depth
In) For 150 to 300m depth
36000
36180
cum
cum
2006979
000
755
962
8105
0339
7987
Item no 5 Providing and laying in situ CC M-101 36 of trap
quartzitel gneiss metal foundation including necessary bailing out
water compacting and curing (including form work centering
and excluding dewatering by pump) etc complete
3349513
Item no 6 Providing and laying M-15 RCC of trapl granitel quartzitel
gneiss metal for cast in situ piers abutments returns wings etc
including compacting by vibrating and including formwork and
bailing out water 30997757
348230
382440
22645 cum
Item no 7 Providing and cutting bending hooking laying in position and
tieing HYSD steel bar for reinforcement as per detailed
drawings for all RCC works
Item no 8
Providing selected hard murum filling including layng in layers of 15 cm to 20 cm watering and compacting etc complete
1808550
Item no 9 Prividing and laying cement concrete pipe of IS NP2 1200 mm
in proper line level and slope including providing amp fixing collars 395075 rmt 10825055 274 in cement mortar 12 etc complete
TOTAL Rs Add bull
Add 1 Insurance
402(I Add 1 LWF
I Grand Total 510546 88
Say Rs 51054700I bull bull _ bull
05 it-
Prepared By
UDKande Pune
Sub Engineer Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2
Kuchi SangIi
JATH MAIN CANAL
Name of worrk Construction of SH Road Crossing Of Hiware Walekhindi Dy ch3630--m
MEASUREMENTS
Item no 1 Excavation for foundation in earth soil of all types sand gravel and soft murum including
removing the excavated material upto a distance of 50 m Beyond the building area amp
stacking and spreading as directed dewatering preparing the bed for foundatio
Total Depth Of Excavation = GL - Foundation 2990 M
strata = soil = 0000 m HM= 0150 m SR = 0200 m HR = 1852 m
Upstream amp Downstream Head Wall = 2 1031 292 0000 000 Curr
Staunch Wall= 2 392 05 0000 000 I Pipe Trench 1 1370 302 0000 034 Curr
I Total n 34 CUR
Item no 2 Excavation for foundation in hard nurum including removing the excavated matrial upto a
distrance of 50 m Beyond the buildind area amp stacking and spreading as directed
dewatering preparing the bed for foundation and necessary back filling ramming wat
Upstream amp Downstream Head Wall = 2 1031 292 0150 452 Cum
Staunch Wall= 2 392 05 1072 210 I Pipe Trench 1 1370 302 0622 2573 Curr
Total 3235
Item no 3 Excavation for foundation in soft rock and old cement and lime masonary foundation
including removing the excavated material upto a distrance of 50 m Beyond the building
area amp stacking and spreading as directed dewatering preparing the bed for foundat
Upstream amp Downstream Head Wall = 2 1031 292 0200 602 Cum
Staunch Wall= 2 392 05 0000 000 I Pipe Trench 1 1370 302 0000 000 Curr
Total
l
Item no 4 Excavation for foundation in hard rock by blasting including trimming and levelling the bed
by chiselling where necessary and removing the excavated material and stacking it in
measurable heaps within distrance of 50 m From bUilding area including dewat
Upstream amp Downstream Head Wall = 2 1031 292 1852 5575 Cu
Staunch Wall= 2 392 05 0000 000
Pipe Trench 1 1370 302 0000 000 Curr Total
m
059
903 Cu0300
030005
292
392
1031
2Staunch Wall=
Item no 5 Providing and laying in situ CC M-l0136 oftrap granite quartzite gneiss metal foundation including necessary bailing out water compacting and curing (including form work centering and excluding dewatering by pump) etc complete
Upstream amp Downstream Head Wall = 2
Total 962
m
Item no 6 Providing and laying M-15 RCC of trap granite quartzite gneiss metal for cast in situ piers abutments returns wings etc including compacting by vibrating and including formwork and bailing out water
Ups ampDs Head Wall Vertical 2 971 060 035 408 Curr
Ups ampDs Head Wall Sloping 2 971 146 221 6265 Curr Around Pipe (Credal Concrete 1 1201 158 158 2998 Curr Parapet Wall= 2 971 030 015 087
Total = 97589 Cun DEDUCTIONS
Pipe In Wall 2 084 121 -204 Curr
Pipe 1 1201 121 -1450 Curr
I Total = 81053 Cun
Item no 7 Providing and cutting bending hooking laying in position and tieing HYSD steel bar for reinforcement as per detailed drawings for all RCC works
Ups ampDs Head Wall Vertical 2 971
Ups ampDs Head Wall Sloping 2 971
035
221
000
000
680 Sqn
I 4291 Sqn
I
I
I
I I I
Around Pipe (Credal Concrete 1 1201 158 1898 Sqn Parapet Wall= 2 971 030 015 583 Sqn
I Total Are 67716 Sqn
Qty of Steel Surface Area x 62kg I sqm Provide 10mm dia 200mm cc
= 67716 x 5 kglsqm = 33858 kg = 0339 MT =
Item no 8 Providing selected hard murum filling including layng in layers of 15 ern to 20 ern watering and compacting etc complete
Above TBl A Back Ftal Excavatical Conc Qnty+PipeArea) 33425 Curr Up To Gl B Murum 264 044
above 1X12X43XO9 4644 Total 7987
Item no9 Prividing and laying cement concrete pipe ofLS NP2 1200 mm in proper line level and slope including providing amp fixing collars in cement mortar 12 etc complete I
2 14
Total
274 RM
274
bullbullbullr
I VCaual
KUCHl
(
Name of worrk Construction of SH Road Crossing Of Hiware Walekhindi Dy ch3630-middotm
SrNo ittem Quantity
4 Bed Level BL m 644449
8 S1 m 1 1500
12 iNatural Surface Level NSL m 645971
2 of crossinn m 60middotmiddotmiddotmiddot middot middot middot r middotmiddotmiddot middotmiddotmiddotmiddot middotmiddotmiddotmiddot r middotmiddotmiddotmiddotmiddotmiddotmiddot middotmiddotmiddotmiddot middotmiddotmiddotmiddotmiddot middot
6 Bearino TMA2 20bullbull bullbullbullbullbullbullbullbullbull bullbull middotmiddotmiddotmiddotmiddot middot middot middot middotmiddotmiddotmiddot middotmiddotmiddotmiddot middot middot middot middot middotmiddotmiddotmiddotmiddot
Soil Strata I Trial Pit Results 1 Depth of Soft soil m o 2 Depth of Hard murum m 015 3 Depth of Soft Rock m 02 4 Depth of Hard Rock m 1852
Page 1
01 DESIGN 1 Assume a pipe diamter = D = 1200
TT= 314 Area of Pipe = TT 14 x D 2 =
3144x(12001000)2 113 sq m FSD 075 m Use Two pipes to carry total discharge
c r= r- hd = 450
600 h=thd = 150-- 0
FSD = 750
Sin a = Perpendicular 1hypoteneus= hd 1r = 025 Sin a = 025 Hence a = 959 degree
180-2xa= 16082 Length of Segment BCD = L = x TT x r 1180 =
L= 16082x314x600180 0842 m
Area of segment above FSD = Area of BCD = L x h x 23 = 0842x450x23= 0253 sq m
Total Area upto FSD = Area of pipe - Area of segment upto FSD = 11304-0253= 08774 sq m
Since we are using two pipes n = 2 Total Area up to FSD = 17548 sq m
02 Calculate the Afflux Afflux = V21788 + 001524) x [(A2a 2)-1]
10521788+001524)x(A2a2)-1middot= A = area of flow of canal = (2x15xO75+09)+09)2xO75=
A = 1519 sq m a = area of pipe upto FSD = 1755 sq m
Afflux = 0077 x -0251 -0019 m -19 mm
03 Find area and Wetted perimeter for FSD plus Afflux h = New FSD 075+-0019= 0731 m hd = 368-300 = 131
Sin a = Perpendicular 1hypoteneus= hd 1r = 0218333 Hence a = 131 degree
Angle = 180 - 2 x a = 1538 Length of Segment BCD = L = x TT x r 1180 =
L = 1538x314x1180 0805 m
Area of segment above FSD = Lx h x 23 = h = 300 - 68 = 232 m
Area of segment above FSD = 0805x2321000x23= 0125 sq m
Page 2
04 Area of segment below FSD =Area of Pipe less area above segment 11304-0125=
10054 sq m For Two pipes Area = 20108
05 Perimeter =Cir Of Pipe less Length of chord L of segment above FSD Perimeter = 314x120011000-0805=
1884 minus 0805 = 1079 m For Two pipes Perimeter = 2158 m
06 R = AlP 0931789 m 07 Number of rows n Two 2 08 Velocity through pipe = q 1a X 2 =
0791 msec 09 Calculation of Losses in the Structure shy
Head loss at entry h1 = Cdx(v22-v)2xg=
Cd = 05 V2 = 0791 rnsec V1 = 105 msec
h1 = 05x(0791 2-1052)(2x981)= -0012 m
Head Loss at Exit =h2 = 2 x h1 = -0024 m Frictional Loss in Pipe
hf = Lx (QCr) 181 199462 x d 481 = Where L = 5 m Q = 0151 cumec Cr = 065 for RCC pipesand D = 0900 m hf = 5 x (0151065) 181 199462 x (060) 481 = hf= 0005 m Losses are worked out for one pipe Since we are using two pipes the losses shall be doubled Total Loss = 2 x (h1 + h2 + hf) = -0062 m
Actual provided 0 mm Loss due to structure = -62 mm Afflux due to structure = -19 mm Since both Afflux amp Head Loss are negligible Hence it is ok
10 Bed Width at Junction = n x d + 2 x n x t + (n-1) x Gap= Where n is rows of pipes = 2 no
dis dia of pipe = 1200 mm t is the thickness of pipes - 80 mm
G gap between two rows = Key 300 mm Bed Width at Junction = 2x1200+2x2x80+(2-1)x300=
3020 mm
Page 3
11 length of Head wall = TBL-CBL and GL-CBL which ever is more shy
1522 m 4 x (TBL - CBL) or (GL-CBL) + BW at Junction + 2 x Key =
4x(645971-644449)+3020+2x300= 9709 mm
12 length of Stauch wall = nXd+2xnxt+(n-1)xGap + 2 x Key
3620 mm 13 length of Transition - Splay 1 10
(bed width of junction - Bed width of canal)2 x 10 = (3020-900)2x10
10600 mm 14 Controlling levels
Pipe Invert level = CBl = 644449 m Natural Surface Level = G L = 645971 m Top of the Bank Level = TBL = 645399 m Top of the pipe Level - CBL + d + t =
645729 m Min Murum Cover = 34 x d = 450 mm Wearing coat = 100 mm Top of Road level = 646279 mm
Slope for joining GL to Road formation LevI 1 in 30 Difference between Road and Ground Levels = Road Level - GL =
0308 0308 m Length of Connection bet Road amp Ground Level 0
Min Murum Bedding = 12 x d = 0 mm Bottom of Pipe Level = 644369 m Staunch Wall Foundation Level 300 mm below murum filling = 0 mm Staunch Wall Foundation = 644369 m Staunch Wall top width = 200 m Staunch Wall foundation width = 500 m foudation depth= 150 m Head wall foundation shyHeight of Foundation below the
Bottom of Pipe = 300 mm Foundation Depth = 300 mm Head Wall Foundation Level = 643769 m Top of Head wall = 646779 m 500 mm above Road Level incl 150 mm coping Top Width of Head wall = 600 mm With 750 x200 x 150 guard Stone 1Pillars Foundation Projection = 300 mm
mm
Page 4
0308
15 Stability Analysis of Head Wall
Guad Stones 2000 mm 750 X 200 X 150 mm
646779 I
646279 Road Format I
NSL
I I
645971
I2710 --------1-----------------middot2210
I ICBL 644449 I I I
A 1720 300 Ipa x Rx 21 644069 bull I 09476
300 643769 IB
2920
BaseWidth Moments about A RL 644069 m b= 232
Particulars Force r - - - L Arm I Moments -----------------------------------r------------ --------------------r---------
H V + ve - ve
middotmiddot -------------I------------+------------t------------ -------------------+----------------I---------------t-------------1-----------shy
W3 I 172 221 21 050 399 175 6971
1385 257 16933 232
19253 X = 1 = 139
a) B3 = 0773333 TRUE 1546667 2b3= Design OK e = b2 - x = -023 023
b) P max = Wb x (1+ (6xe I braquo = 9519 Design OK within SBCapacity c) P min = Wb x (1- (6xe 1braquo = 2418 Design OK Possitive Value to P min d) Factor of safety against overturnir 15
FS sliding =IM + ve 1 IM - ve = 25290752 = 729992952 Design O K
e) Factor of safety against sliding = 15 FS sliding =IM + ve 1 IM - ve = x I WI I V =
0333 x 2062 1562 = 1795727182 Design O K
Page 5
Base Width Moments about B RL 643769 m B= 292
Particulars L Arm Moments ------------------------------------------- ----- --------_-------- --------------- --------------- ---__------ -_ _-------shyH V + ve va _----------i------------+------------t------------ ---------------- -------shy
W1 06 271 24 1 390 06 2341 ------------l--------------------------T------------ ------------------------------------T---------------r-----------------------shy
W2 172 221 24 050 456 147 6721
r W5 03 292 24 1 210 146 3070 middot middotmiddotmiddot middot
------------1------------------------------------
27335 X = I = 1714
a) B3 = 0973333 TRUE 1946667 2b3= Design OK e = b2 - x = -0254 0254
b) P max = Wb x (1+ (6xe I b)) = 8313 Design OK within SBCapacity c) P min = Wb x (1- (6xe I b)) = 2611 Design OK Possitive Value to P min d) Factor of safety against overturnir 15
FS sliding + ve I - ve = 25290752 = 760 Design O K
e) Factor of safety against sliding = 15 FS sliding + ve I - ve = x r W I V =
0333 x 2062562 = 1676613472 Design O K
Sectional Eaglll bull er Vjani Canal No KUeHl
Page 6
I LEAD S TAT E MEN T (km-4) Name of worrk Construction of VRB Of Hiware Walekhindi Dv ch3630--m
km-4 - As per B ampC DSR 2008-09
Sr No Material Sources Lead in KM Total Net Lead Charges
Initial Lead Charges
Unit
1 Sand Balundgi 72 80712 12964 67748 Cum
2 Metal Revnal 24 33284 12964 20320 Cum
3 Cement Jath 22 22179 9260 12919 MT
4 Rubble Local 100 7876 12964 000 Cum
5 Steel Jath 22 22179 9260 12919 MT
6 Water Local 5 8642 8642 000 1000 Ltr
7 Murum Local 2 000 000 000 Cum
8 Pipe
Miraj 72 13773 2212 11561 Cum600rnm
9 Pipe
Miraj 72 26904 4321 22583 Cum800mm
10 Pipe
Miraj 72 26904 4321 22583 Cum900mm
11 Pipe
Miraj 72 26904 4321 22583 Cum1000mm
12 Pipe
Miraj 72 80713 12964 67749 Cum1200mm
Royalty Charges 3534 -3534 Increase in Cost of 11
Cement bullbull
Head Lead for 100 m 1585 Lead for 500 m 3297 Lead for 30 m 610
Loading amp Unloading 5335 MT
2100 30716 8946 21770 Rubble For Structure Local
ement Lead Charges 1KM 363 Initial Lead for Water 1166
1) Certified that the lead charges for different materials are as per for super Passage at ch 45460 statement (vide letter CE (SP) 1CE-4Jath Canal62591 I 2) Certified that the lead charges for different materials are as per approved lead for super Passage at ch 45460 statement (vide letter SE KKLlPC sanglil PB - 41 Jath lead4199 1Dt03092005) 3) Certified that the sufficient quantity of material will be availabel from quarries
UPrepared By al bullbullr
Sub
ound Correct U D Kande
Pune
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
Superintending Engineer
Krishna Koyna Lift Irrigation Project Circle
SangIi
RATE ANALYSIS No1
ITEM No1 shyExcavation for foundation in earth soil of all types sand gravel and soft murum including removing the excavated material upto a distance of 50 m Beyond the building area amp stacking and spreading as directed dewatering preparing the bed for foundation and necessary back filling ramming watering including showing and strutting etc complete
1) Basic Rate Rs 9000 Cum (PWD DSR 2008-09 PND 175 I no 1 )
Total RS 9000 SayRs Cum
Prepared By Cor ct
U D Kande Pune Sub
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
RATE ANALYSIS No 2
ITEM No2 shyExcavation for foundation in hard nurum including removing the excavated matrial upto a distrance of 50 m
Beyond the buildind area amp stacking and spreading as directed dewatering preparing the bed for foundation and necessary back filling ramming watering including shoring and strutting etc complete
1) Basic Rate (PWD DSR 2008-09 PND 175 I no
2)
Rs 10200 Cum
Total RS SayRs
10200 Cum
Prepared By Technically Checked Found Correct
Sub Divisional Engineer Ujjani Canal Sub-Division No33
Kuchi
U D Kande
Pune
Mhaisal Pump House Dn No2 Sangli
RATE ANALYSIS No3 ITEM No3 shyExcavation for foundation in soft rock and old cement and lime masonary foundation including removing the excavated material upto a distrance of 50 m Beyond the building area amp stacking and spreading as directed dewatering preparing the bed for foundation and necessary back filling with available earth murum ramming watering including shoring and strutting etc complete
1) Basic Rate Rs 22500 Cum (PWD DSR 2008-09 PNG 175 I no 4)
Total Rs 22500 SayRs _ Cum
Technically Checked ampPrepared By Cr c
u D Kande
Pune Sub Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2
Kuchi Sangli
I
I
RATE ANALYSIS No4 ITEM No4 shyExcavation for foundation in hard rock by blasting including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within distrance of 50 m From building area including dewatering and back filling with available earth murum ramming watering etc complete
1) Basic Rate Rs 36000 Cum (PWD DSR 2008-09 PND I no 5)
Total Rs 36000 SayRs Cum
Prepared By fcchnicaHy Checked amp found Correct
u D Kande Pune Sub Divisional Engineer Exec ive Engineer
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
l
RATE ANALYSIS No6
ITEM No6 shyProviding and laying M-15 RCC of trap granite quartzite gneiss metal for cast in situ piers abutments returns wings etc including compacting by vibrating and including formwork and bailing out water
1) Basic Rate Rs 320000 Cum (PWD DSR 2008-09 PNO 181 I no 37)
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Metal 09 09 Cum 20320 18288
2) Sand 045 045 Cum 67748 30487
3) Cement 0295 0295 MT 12919 3811 Total Rs 52586
Additional Royalti Charges For Sand 045 10600 477
Additional Royalti Charges For Metal 09 3534 3181
Total Rs 380536
Add 050 VAT 1903
Total Rs 382439
Say Rs I I
ctl_E t
Technically Checked IPrepared By Correct
UDKande Pune Sub
Djjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
l
i
RATE ANALYSIS No7
ITEM Providing and laying in situ CC M-I0l36 of trap granite quartzite gneiss metal foundation including necessary bailing out water compacting and curing (including form work centering and excluding dewatering by pump) etc complete
1) Basic Rate Rs 284635 Cum (PWD DSR 2008-09 PND 176 I no 15)
Add lead charges
Material Qty Qty for item Unit Charges Amount
1) Metal 094 094 Cum 20320 19101
2) Sand 047 047 Cum 67748 31842
3) Cement 02025 02025 MT 12919 2616
Total Rs 53558
Additional Royalti Charges For Sand
Additional Royalti Charges For Metal
Add 050 VAT
cbullbullbullEbullbullmiddotbull
Prepared By
U D Kande
Pune Sub Ujjani Canal Sub-Division No33
Kuchi
047 10600 4982
094 3534 3322
Total Rs 346497
1732
Total Rs 348230
SayRs I Cum -
rcchnlcally rhecKed amp Quod Correct
Mhaisal Pump House Dn No2 Sangli
l
RATE ANALYSIS 9
ITEM No9 shyProviding and cutting bending hooking laying in position and tieing HYSD steel bar for reinforcement as per detailed drawings for all RCC works
Rate Analysis For Basic Rate Of Steel
Ref Procedure Adopted As Per sanction Estimate No 22309 by CE(SP)Pune
1) Labour Charges ( PWD SOR 2008-09PNO 182 I no 44 )
Rs 264200 1Cum
Basic Rate as per SEPWDPune Letter No 2332 at 30312010 is Rs 37000 1shy
2) Material 1) Steel 105 3700000 38850
2) Binding Wire 4 KgMT 48 19200
3) Initial Lead 105 926 Total
9723
3913923
Add Sundries Add Overheads
05
10
Total
19570 391392
IMTTotal Rate l5~~middot ershy4 6 1MT
12919Add Lead Charges For Steel 1 MT 12919
Total Rate
Add VAT 05 2 CC
n scu r
Prepared By
UD Kande
Pune Sub Ujjani Canal Sub-Division No33
Kuchi
Say Rs 1MT
Mhaisal Pump House Dn No2
Sangli
Qund Correct
Total Rate
-
RATE ANALYSIS 10
ITEM No 10 shyProviding selected hard murum filling including layng in layers of 15 em to 20 em watering and compacting etc complete
1) Basic Rate Rs 19000 Cum (PWD SOR 2008-09 PNO 173 I no 10 )
Add Royalty Charges For Murum 3534 3534 Total Rate 22534
Add VAT 05 113
Total Rate 22647
Say Rs 22645 Cum bulla EI
Prepared By
found Correct
UDKande Pune Sub Divisional Engineer
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
i
RATE ANALYSIS 17
ITEM No 17 -Prividing and laying cement concrete pipe ofLS NP2 900 rom in proper line level and slope including providing amp fixing collars in cement mortar 12 etc complete
1) Basic Rate Rs 203500 Rmt ( PWD SOR 2008-09 PNO 172 I no 6d )
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Supply Of Pipe 1 1 M 22583 22583 2) Sand 00021 00021 Cum 67748 142 3) Cement 00016 00016 MT 12919 021
Total Rs 22746
Add Royalty Charges For Sand 106 00021 022
Total Rs 226268
Add VAT 05 1131 Total Rs 227400
Say Rs I 227400 i
I Rmt
Sctlo1
-rnmd CorrectPrepared By
D Kande I Pune Sub Executive Engineer
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
Superintending Engineer
KKLIRRProject Circle Sangli
RATE ANALYSIS 19
ITEM No 19 -Prividing and laying cement concrete pipe of1S NP2 1200 mm in proper line level and slope including providing amp fixing collars in cement mortar 12 etc complete
1) Basic Rate Rs 325000 Rmt ( PWD SOR 2008-09 PNO 172 I no 6f )
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Supply Of Pipe 1 1 M 67749 67749 2) Sand 00044 00044 Cum 22583 099 3) Cement 00032 00032 MT 67748 217
Total Rs 68065
Add Royalty Charges For Sand 106 00044 047
Total Rs 393112
Add VAT 05 1966 Total Rs 395077
Prepared By s hecked
SayRs 395075 I Rmt
U D Kande
Pune Sub
Pound Correct
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
Superintending Engineer
KKLIRRProject Circle Sangli
Name of worrk constrr of SH Road Crossing Of Hiware Dy ch3630--m
gt1
BL
13700 )1 n COPING M-15 20 rso x iso
D size I eoo I I I III
646629 1
eaee soc130 SLOPE JOINING IP AT TBl
SR
644069
643769 644069
643769
STAUNCHWALL SECTIONOF HEAD WALL
SECTION AT A - A
o -e-
o GL 645971 o
o
U o w Z
0
rn( oB
300
GUARD STONE OF 750 X 200 X 150 ------- g r I I-- - _ __ _
I 0 I I I I I
I I I I ISL 64520 SPLAY 1 in 10
I I I I I I
I I I I I I I I
I I I I I 1111 I I I I
CANAL FLOW I 1 1 I I I I
I
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I _ I I
I I I bull o ----- ----
toaccommodate SR amp IPlevels I
0
Sub-PLAN
Ujani Canal Sub-Dv No 33 bullbullbullbull EI KUeHl
TRIAL PIT DATA oarGL
osaon
t oz
152
0680
I 0
Z 0
0 W
11 z 0
w 0 gt
WZ
0 u
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~ ~ I IbIIII
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IJ
ame of work Construction of VRB at Ch Hivare - Walekhindi Dy Km NO4
SUB-ESTIMATE -2 (DIVERSION) ABSTRACT
Description Rate I UnitQuantity I Unit Amount
4500ICum
25920ICum
Item No1shyProvding earthwork for embankment Withl approved materials obtained from departmental land and other source including all lifts and leads laying in layers of 20 centimetre to 30 centimetre thickness breaking clods dressing to the required lines curves grades and sections compacting with power roller completeI(Rate Analysis No1) Item No2shySupplying 60 rnilimetre trap stone over metal at the side inclduing conveying stacking complete by blasting
I(Rate Analysis No2) Item No3shySupplying 40 milimetre trap stone metal dl~cum
broken at the side including conveying and stacking complete by blasting
I(Rate Analysis No3) Item No4-Supplying hard murum at the side including conveying and stacking complete I(Rate Analysis No4)
~
Item No5shySupplying soft murum at the rod side conveying and stacking complete
I(Rate Analysis No5) Item No6shySpreading130 milimetre metal including sectioning complete (DSR Rate 2008-09 Add Vat 050
1800t
Total Rs Say Rs 1810
Item No7shySpreading milimetre rnetal including sectioning complete (DSR Rate 2008-09 51148) 18 Add Vat 050 009
Total Rs 1809 Say Rs 1810
I I Description Rate I Unit AmountQuantity I Unit
Item No8shySpreading hard murum on the19500ICum formation over the road formation for side width and oversize metal includign sectioning etc compelte (DSR Rate 2008-09 Add Vat 050 006
Total Rs 1106 Say Rs 1105
Item No9shy1620ICum Spreading blindage of soft murum over
the water bound macadam surface etc complete (DSR Rate 2008-09 50149) 11Add Vat 050 006
Total Rs Say Rs
Item No10-48600ISqm Compacting the sub grade 1 gravel 1
over size metal ( 200 milimetre loose) tgt layer with power roller including
necessary labour material and artifical waterino complete (DSR Rate 2008-09 75 Add Vat 050
Total Rs 754 Say Rs
Item No11-45000ISqm Compacting the sub grade 1 gravel 1
over size metal ( 100 milimetre loose) - layer with power roller including necessary labour material and artifical waterinq complete (DSR Rate 2008-09 Add Vat 050 003
Total Rs 653t Say Rs 655
Item No12-45000ISqm Compacting the hard murum size width
layer on each side with power roller
including arthficial watering complete
(DSR Rate 2008-09 60149) 24I
Add Vat 050 001 Total Rs
Say Rs Total Rs
215500
I
~ U Ujani Canal Sub-Dv No 33
Narne of work Construction of VRB at Ch of Hivare - Walekhindi Dy Km No4
SUB-ESTIMATE -2 (DIVERSION)
MEASUREMNT No Length Breadth Height Quantity
Item No1-Provding earthwork for embankment with approved materials obtained from departmental land and other source including all lifts and leads laying in layers of 20 centimetre to 30 centimetre thickness breaking clods dressing to the required lines curves grades and sections compacting with power roller complete
DIVERSION 1 x 810 + 1150 x 075 = 88200 Cum 2
Item No2shySupplying 60 milimetre trap stone over size metal at the rod side inclduing conveying and stacking complete by blasting
DIVERSION 1 x 120 x 405 x 020 = 9720 Cum
Item No3shySupplying 40 milimetre trap stone metal hand broken at the rod side including conveying and stacking complete by blasting
DIVERSION 1 x 120 x 375 x 010 = 4500 Cum
Item No4shySupplying hard mururn at the rod side including conveying and stacking complete
SIDE WITH 1875 + 2175 2 =2025 2 x 120 x 2025 x 020 = 9720 SIDE WITH 1875 + 2175 2 =2025 2 x 120 x 2025 x 020 = 9720
13 Qty(9720 + 9720) = 6480
25920 Cum
Item No5shySupplying soft murum at the rod side including conveying and stacking complete
14 Qty of 6480 1620
1620 Cum
Item No6shySpreading 60 milimetre metal including sectioning complete
Qty as per Item NO3 1 x 195 = 195 Cum ( 9750 + 9750)
Item No7shySpreading 6040 milimetre metal including sectioning complete
Qty at per Item No4 9720 + 9720 x 1 = 6480 Cum 3
Item No8shySpreading hard rnurum on the rod formation over the road formation for side width and oversize metal includign sectioning etc compelte
Qty as per Item NO4 1 x 195 = 195 Cum ( 9750 + 9750)
Item No9shySpreading blindage of soft murum over the water bound macadam surface etc complete
Qty as per Item No5 1 x 1620 = 1620 Cum
Item No10shyCompacting the sub grade gravelover size metal ( 200 milimetre loose) layer with power roller inclUding necessary labour material and artifical watering complete
DIVERSION 1 x 120 x 405 = 48600 Sqm
Item No11shyCompacting the sub grade gravelover size metal ( 100 milimetre loose) layer with power roller including necessary labour material and artifical watering complete
APPROACH 1 x 120 x 375 = 45000Sqm
Item No12shyCompacting the hard murum size width layer on each side with power roller including arthficial watering complete
2 x 120 x 1875 = 45000Sqm
Name of work Construction of VRB at Ch Hivare - Walekhindi Dy Km No4
3
RATE ANALYSIS No1
Item No1-
Provding earthwork for embankment with approved materials obtained from
departmental land and other source including all lifts and leads laying in layers of 20
centimetre to 30 centimetre thickness breaking clods dressing to the required lines
curves grades and sections compacting with power roller complete
1) Completed item rate as per DSR 2008-09 Item No 29 -Page No
2) Add VAT 045 Cum
Total Rate
Say Rate Cum
Vjani Canal Sub-Dv No 33 KUCHI
Technically Checkell
found Pum
No2
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No2
Item No2shy
Supplying 60 milimetre trap stone over size metal at the rod side inclduing conveying and stacking complete by blasting
1) Completed item rate as per DSR 2008-09 16500 Cum Item No 41 Page
2) Additional lead charges for 60 mm metal for 24 Km For 25 For 20 Diff For 5 Km for 1 Km -For 24 Km -
bullbull -Deduct initial lead 12- - 12964
Net Lead =
20322 = 20322 x 1 =
Total _
2) Add VAT 050
Total Rate
Say Rate
Technically CanalSub-Dv No 33 ampfoundcorrecl KUCHl _
SPKulkarnI Pump House SecLEngr(II)
No2
Name of work Construction of VRB at Ch Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No3
Item No3shy
Supplying 40 milimetre trap stone metal hand broken at the rod side including conveying and stacking complete by blasting
1) Completed item rate as per DSR 2008-09 17500 I Cum Item No 43 Page No 147
2) Additional lead charges for 60 mm metal for 24 Km For 25 For 20 Diff For 5 Km for 1 Km
For 24 _ - Deduct initial lead 1291gt4 V
Net Lead =
- x = 1
Total Cum
2) Add VAT 050 Cum
f
Total Rate Cum
Say Rate Cum
UjaniCanalSub-Dv No 33 KUeHl
TechnIcally Checked amp correct
SPKulkarni SectEngr(H) Pump House
No2 Sangli
Narne of work Construction of VRB at Ch of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No4
Item No4shy
Supplying hard rnurum at the rod side including conveying and stacking complete
raquo 1) Completed item rate as per DSR 2008-09 7300 Cum
Item No No
--omiddot---middotmiddotmiddotmiddotmiddot--middotmiddot-middotmiddotmiddot-middot----- 2) Additional lead charges for Murum for
x 1 bull _ Cum bullbullbullbull bull bullbull - bull
Total Cum
2) Add VAT 050 Cum
Total Rate I Cum
Say Rate
UjaniCanal Dv No KUeHl
TechnIcally Checked found correct
SectEng r(II) Pump House
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No5
Item No5shy
Supplying soft murum at the rod side including conveying and stacking complete
1) Completed item per DSR 2008-09 7000 Cum Item No 46 Page No
=
Total I Cumr 2) Add VAT 050 - Cum
Total Rate I Cum
SayRate
Ujani CanalSub-De No 33 KUeHl
Executive Engineer MhaisalSctEngr(II)
n
2)
bull __
Additional lead charges for Murum for 2 Km
Tecllnlcllly Checked
bullKulkarni
__
-
1h -
Itz b bull bull
bull
___ _
-J
I J
I _T _
Name of worrk Construction of SH Road Crossing Of Hiware Walekhindi Dy ch3630--m
ABSTRACT SHEET
Quantity Description of Item Rate Per Amount
034
000
Item no 1 Excavation for foundation in earth soil of all types sand gravel
and soft murum including removing the excavated material upto
a distance of 50 m Beyond the building area amp stacking and
spreading as directed dewatering preparing the bed for
foundatio
II) Upto 150 m depth
In) For 150 to 300m depth
9000
8040
cum
cum
3060
000
3235
000
Item no 2 Excavation for foundation in hard nurum including removing the
excavated matrial upto a distrance of 50 m Beyond the buildind
area amp stacking and spreading as directed dewatering
preparing the bed for foundation and necessary back filling
ramming wat
II) Upto 150 m depth
In) For 150 to 300m depth
10200
9045
cum
cum
329981
000
602
000
Item no 3 Excavation for foundation in soft rock and old cement and lime
masonary foundation including removing the excavated material
upto a distrance of 50 m Beyond the building area amp stacking
and spreading as directed dewatering preparing the bed for
foundat
II) Upto 150 m depth
In) For 150 to 300m depth
I 22500
I 22110
cum
cum
135460
000
5575
000
Item no 4 Excavation for foundation in hard rock by blasting including
trimming and levelling the bed by chiselling where necessary and
removing the excavated material and stacking it in measurable
heaps within distrance of 50 m From building area lncludinq
dewat
II) Upto 150 m depth
In) For 150 to 300m depth
36000
36180
cum
cum
2006979
000
755
962
8105
0339
7987
Item no 5 Providing and laying in situ CC M-101 36 of trap
quartzitel gneiss metal foundation including necessary bailing out
water compacting and curing (including form work centering
and excluding dewatering by pump) etc complete
3349513
Item no 6 Providing and laying M-15 RCC of trapl granitel quartzitel
gneiss metal for cast in situ piers abutments returns wings etc
including compacting by vibrating and including formwork and
bailing out water 30997757
348230
382440
22645 cum
Item no 7 Providing and cutting bending hooking laying in position and
tieing HYSD steel bar for reinforcement as per detailed
drawings for all RCC works
Item no 8
Providing selected hard murum filling including layng in layers of 15 cm to 20 cm watering and compacting etc complete
1808550
Item no 9 Prividing and laying cement concrete pipe of IS NP2 1200 mm
in proper line level and slope including providing amp fixing collars 395075 rmt 10825055 274 in cement mortar 12 etc complete
TOTAL Rs Add bull
Add 1 Insurance
402(I Add 1 LWF
I Grand Total 510546 88
Say Rs 51054700I bull bull _ bull
05 it-
Prepared By
UDKande Pune
Sub Engineer Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2
Kuchi SangIi
JATH MAIN CANAL
Name of worrk Construction of SH Road Crossing Of Hiware Walekhindi Dy ch3630--m
MEASUREMENTS
Item no 1 Excavation for foundation in earth soil of all types sand gravel and soft murum including
removing the excavated material upto a distance of 50 m Beyond the building area amp
stacking and spreading as directed dewatering preparing the bed for foundatio
Total Depth Of Excavation = GL - Foundation 2990 M
strata = soil = 0000 m HM= 0150 m SR = 0200 m HR = 1852 m
Upstream amp Downstream Head Wall = 2 1031 292 0000 000 Curr
Staunch Wall= 2 392 05 0000 000 I Pipe Trench 1 1370 302 0000 034 Curr
I Total n 34 CUR
Item no 2 Excavation for foundation in hard nurum including removing the excavated matrial upto a
distrance of 50 m Beyond the buildind area amp stacking and spreading as directed
dewatering preparing the bed for foundation and necessary back filling ramming wat
Upstream amp Downstream Head Wall = 2 1031 292 0150 452 Cum
Staunch Wall= 2 392 05 1072 210 I Pipe Trench 1 1370 302 0622 2573 Curr
Total 3235
Item no 3 Excavation for foundation in soft rock and old cement and lime masonary foundation
including removing the excavated material upto a distrance of 50 m Beyond the building
area amp stacking and spreading as directed dewatering preparing the bed for foundat
Upstream amp Downstream Head Wall = 2 1031 292 0200 602 Cum
Staunch Wall= 2 392 05 0000 000 I Pipe Trench 1 1370 302 0000 000 Curr
Total
l
Item no 4 Excavation for foundation in hard rock by blasting including trimming and levelling the bed
by chiselling where necessary and removing the excavated material and stacking it in
measurable heaps within distrance of 50 m From bUilding area including dewat
Upstream amp Downstream Head Wall = 2 1031 292 1852 5575 Cu
Staunch Wall= 2 392 05 0000 000
Pipe Trench 1 1370 302 0000 000 Curr Total
m
059
903 Cu0300
030005
292
392
1031
2Staunch Wall=
Item no 5 Providing and laying in situ CC M-l0136 oftrap granite quartzite gneiss metal foundation including necessary bailing out water compacting and curing (including form work centering and excluding dewatering by pump) etc complete
Upstream amp Downstream Head Wall = 2
Total 962
m
Item no 6 Providing and laying M-15 RCC of trap granite quartzite gneiss metal for cast in situ piers abutments returns wings etc including compacting by vibrating and including formwork and bailing out water
Ups ampDs Head Wall Vertical 2 971 060 035 408 Curr
Ups ampDs Head Wall Sloping 2 971 146 221 6265 Curr Around Pipe (Credal Concrete 1 1201 158 158 2998 Curr Parapet Wall= 2 971 030 015 087
Total = 97589 Cun DEDUCTIONS
Pipe In Wall 2 084 121 -204 Curr
Pipe 1 1201 121 -1450 Curr
I Total = 81053 Cun
Item no 7 Providing and cutting bending hooking laying in position and tieing HYSD steel bar for reinforcement as per detailed drawings for all RCC works
Ups ampDs Head Wall Vertical 2 971
Ups ampDs Head Wall Sloping 2 971
035
221
000
000
680 Sqn
I 4291 Sqn
I
I
I
I I I
Around Pipe (Credal Concrete 1 1201 158 1898 Sqn Parapet Wall= 2 971 030 015 583 Sqn
I Total Are 67716 Sqn
Qty of Steel Surface Area x 62kg I sqm Provide 10mm dia 200mm cc
= 67716 x 5 kglsqm = 33858 kg = 0339 MT =
Item no 8 Providing selected hard murum filling including layng in layers of 15 ern to 20 ern watering and compacting etc complete
Above TBl A Back Ftal Excavatical Conc Qnty+PipeArea) 33425 Curr Up To Gl B Murum 264 044
above 1X12X43XO9 4644 Total 7987
Item no9 Prividing and laying cement concrete pipe ofLS NP2 1200 mm in proper line level and slope including providing amp fixing collars in cement mortar 12 etc complete I
2 14
Total
274 RM
274
bullbullbullr
I VCaual
KUCHl
(
Name of worrk Construction of SH Road Crossing Of Hiware Walekhindi Dy ch3630-middotm
SrNo ittem Quantity
4 Bed Level BL m 644449
8 S1 m 1 1500
12 iNatural Surface Level NSL m 645971
2 of crossinn m 60middotmiddotmiddotmiddot middot middot middot r middotmiddotmiddot middotmiddotmiddotmiddot middotmiddotmiddotmiddot r middotmiddotmiddotmiddotmiddotmiddotmiddot middotmiddotmiddotmiddot middotmiddotmiddotmiddotmiddot middot
6 Bearino TMA2 20bullbull bullbullbullbullbullbullbullbullbull bullbull middotmiddotmiddotmiddotmiddot middot middot middot middotmiddotmiddotmiddot middotmiddotmiddotmiddot middot middot middot middot middotmiddotmiddotmiddotmiddot
Soil Strata I Trial Pit Results 1 Depth of Soft soil m o 2 Depth of Hard murum m 015 3 Depth of Soft Rock m 02 4 Depth of Hard Rock m 1852
Page 1
01 DESIGN 1 Assume a pipe diamter = D = 1200
TT= 314 Area of Pipe = TT 14 x D 2 =
3144x(12001000)2 113 sq m FSD 075 m Use Two pipes to carry total discharge
c r= r- hd = 450
600 h=thd = 150-- 0
FSD = 750
Sin a = Perpendicular 1hypoteneus= hd 1r = 025 Sin a = 025 Hence a = 959 degree
180-2xa= 16082 Length of Segment BCD = L = x TT x r 1180 =
L= 16082x314x600180 0842 m
Area of segment above FSD = Area of BCD = L x h x 23 = 0842x450x23= 0253 sq m
Total Area upto FSD = Area of pipe - Area of segment upto FSD = 11304-0253= 08774 sq m
Since we are using two pipes n = 2 Total Area up to FSD = 17548 sq m
02 Calculate the Afflux Afflux = V21788 + 001524) x [(A2a 2)-1]
10521788+001524)x(A2a2)-1middot= A = area of flow of canal = (2x15xO75+09)+09)2xO75=
A = 1519 sq m a = area of pipe upto FSD = 1755 sq m
Afflux = 0077 x -0251 -0019 m -19 mm
03 Find area and Wetted perimeter for FSD plus Afflux h = New FSD 075+-0019= 0731 m hd = 368-300 = 131
Sin a = Perpendicular 1hypoteneus= hd 1r = 0218333 Hence a = 131 degree
Angle = 180 - 2 x a = 1538 Length of Segment BCD = L = x TT x r 1180 =
L = 1538x314x1180 0805 m
Area of segment above FSD = Lx h x 23 = h = 300 - 68 = 232 m
Area of segment above FSD = 0805x2321000x23= 0125 sq m
Page 2
04 Area of segment below FSD =Area of Pipe less area above segment 11304-0125=
10054 sq m For Two pipes Area = 20108
05 Perimeter =Cir Of Pipe less Length of chord L of segment above FSD Perimeter = 314x120011000-0805=
1884 minus 0805 = 1079 m For Two pipes Perimeter = 2158 m
06 R = AlP 0931789 m 07 Number of rows n Two 2 08 Velocity through pipe = q 1a X 2 =
0791 msec 09 Calculation of Losses in the Structure shy
Head loss at entry h1 = Cdx(v22-v)2xg=
Cd = 05 V2 = 0791 rnsec V1 = 105 msec
h1 = 05x(0791 2-1052)(2x981)= -0012 m
Head Loss at Exit =h2 = 2 x h1 = -0024 m Frictional Loss in Pipe
hf = Lx (QCr) 181 199462 x d 481 = Where L = 5 m Q = 0151 cumec Cr = 065 for RCC pipesand D = 0900 m hf = 5 x (0151065) 181 199462 x (060) 481 = hf= 0005 m Losses are worked out for one pipe Since we are using two pipes the losses shall be doubled Total Loss = 2 x (h1 + h2 + hf) = -0062 m
Actual provided 0 mm Loss due to structure = -62 mm Afflux due to structure = -19 mm Since both Afflux amp Head Loss are negligible Hence it is ok
10 Bed Width at Junction = n x d + 2 x n x t + (n-1) x Gap= Where n is rows of pipes = 2 no
dis dia of pipe = 1200 mm t is the thickness of pipes - 80 mm
G gap between two rows = Key 300 mm Bed Width at Junction = 2x1200+2x2x80+(2-1)x300=
3020 mm
Page 3
11 length of Head wall = TBL-CBL and GL-CBL which ever is more shy
1522 m 4 x (TBL - CBL) or (GL-CBL) + BW at Junction + 2 x Key =
4x(645971-644449)+3020+2x300= 9709 mm
12 length of Stauch wall = nXd+2xnxt+(n-1)xGap + 2 x Key
3620 mm 13 length of Transition - Splay 1 10
(bed width of junction - Bed width of canal)2 x 10 = (3020-900)2x10
10600 mm 14 Controlling levels
Pipe Invert level = CBl = 644449 m Natural Surface Level = G L = 645971 m Top of the Bank Level = TBL = 645399 m Top of the pipe Level - CBL + d + t =
645729 m Min Murum Cover = 34 x d = 450 mm Wearing coat = 100 mm Top of Road level = 646279 mm
Slope for joining GL to Road formation LevI 1 in 30 Difference between Road and Ground Levels = Road Level - GL =
0308 0308 m Length of Connection bet Road amp Ground Level 0
Min Murum Bedding = 12 x d = 0 mm Bottom of Pipe Level = 644369 m Staunch Wall Foundation Level 300 mm below murum filling = 0 mm Staunch Wall Foundation = 644369 m Staunch Wall top width = 200 m Staunch Wall foundation width = 500 m foudation depth= 150 m Head wall foundation shyHeight of Foundation below the
Bottom of Pipe = 300 mm Foundation Depth = 300 mm Head Wall Foundation Level = 643769 m Top of Head wall = 646779 m 500 mm above Road Level incl 150 mm coping Top Width of Head wall = 600 mm With 750 x200 x 150 guard Stone 1Pillars Foundation Projection = 300 mm
mm
Page 4
0308
15 Stability Analysis of Head Wall
Guad Stones 2000 mm 750 X 200 X 150 mm
646779 I
646279 Road Format I
NSL
I I
645971
I2710 --------1-----------------middot2210
I ICBL 644449 I I I
A 1720 300 Ipa x Rx 21 644069 bull I 09476
300 643769 IB
2920
BaseWidth Moments about A RL 644069 m b= 232
Particulars Force r - - - L Arm I Moments -----------------------------------r------------ --------------------r---------
H V + ve - ve
middotmiddot -------------I------------+------------t------------ -------------------+----------------I---------------t-------------1-----------shy
W3 I 172 221 21 050 399 175 6971
1385 257 16933 232
19253 X = 1 = 139
a) B3 = 0773333 TRUE 1546667 2b3= Design OK e = b2 - x = -023 023
b) P max = Wb x (1+ (6xe I braquo = 9519 Design OK within SBCapacity c) P min = Wb x (1- (6xe 1braquo = 2418 Design OK Possitive Value to P min d) Factor of safety against overturnir 15
FS sliding =IM + ve 1 IM - ve = 25290752 = 729992952 Design O K
e) Factor of safety against sliding = 15 FS sliding =IM + ve 1 IM - ve = x I WI I V =
0333 x 2062 1562 = 1795727182 Design O K
Page 5
Base Width Moments about B RL 643769 m B= 292
Particulars L Arm Moments ------------------------------------------- ----- --------_-------- --------------- --------------- ---__------ -_ _-------shyH V + ve va _----------i------------+------------t------------ ---------------- -------shy
W1 06 271 24 1 390 06 2341 ------------l--------------------------T------------ ------------------------------------T---------------r-----------------------shy
W2 172 221 24 050 456 147 6721
r W5 03 292 24 1 210 146 3070 middot middotmiddotmiddot middot
------------1------------------------------------
27335 X = I = 1714
a) B3 = 0973333 TRUE 1946667 2b3= Design OK e = b2 - x = -0254 0254
b) P max = Wb x (1+ (6xe I b)) = 8313 Design OK within SBCapacity c) P min = Wb x (1- (6xe I b)) = 2611 Design OK Possitive Value to P min d) Factor of safety against overturnir 15
FS sliding + ve I - ve = 25290752 = 760 Design O K
e) Factor of safety against sliding = 15 FS sliding + ve I - ve = x r W I V =
0333 x 2062562 = 1676613472 Design O K
Sectional Eaglll bull er Vjani Canal No KUeHl
Page 6
I LEAD S TAT E MEN T (km-4) Name of worrk Construction of VRB Of Hiware Walekhindi Dv ch3630--m
km-4 - As per B ampC DSR 2008-09
Sr No Material Sources Lead in KM Total Net Lead Charges
Initial Lead Charges
Unit
1 Sand Balundgi 72 80712 12964 67748 Cum
2 Metal Revnal 24 33284 12964 20320 Cum
3 Cement Jath 22 22179 9260 12919 MT
4 Rubble Local 100 7876 12964 000 Cum
5 Steel Jath 22 22179 9260 12919 MT
6 Water Local 5 8642 8642 000 1000 Ltr
7 Murum Local 2 000 000 000 Cum
8 Pipe
Miraj 72 13773 2212 11561 Cum600rnm
9 Pipe
Miraj 72 26904 4321 22583 Cum800mm
10 Pipe
Miraj 72 26904 4321 22583 Cum900mm
11 Pipe
Miraj 72 26904 4321 22583 Cum1000mm
12 Pipe
Miraj 72 80713 12964 67749 Cum1200mm
Royalty Charges 3534 -3534 Increase in Cost of 11
Cement bullbull
Head Lead for 100 m 1585 Lead for 500 m 3297 Lead for 30 m 610
Loading amp Unloading 5335 MT
2100 30716 8946 21770 Rubble For Structure Local
ement Lead Charges 1KM 363 Initial Lead for Water 1166
1) Certified that the lead charges for different materials are as per for super Passage at ch 45460 statement (vide letter CE (SP) 1CE-4Jath Canal62591 I 2) Certified that the lead charges for different materials are as per approved lead for super Passage at ch 45460 statement (vide letter SE KKLlPC sanglil PB - 41 Jath lead4199 1Dt03092005) 3) Certified that the sufficient quantity of material will be availabel from quarries
UPrepared By al bullbullr
Sub
ound Correct U D Kande
Pune
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
Superintending Engineer
Krishna Koyna Lift Irrigation Project Circle
SangIi
RATE ANALYSIS No1
ITEM No1 shyExcavation for foundation in earth soil of all types sand gravel and soft murum including removing the excavated material upto a distance of 50 m Beyond the building area amp stacking and spreading as directed dewatering preparing the bed for foundation and necessary back filling ramming watering including showing and strutting etc complete
1) Basic Rate Rs 9000 Cum (PWD DSR 2008-09 PND 175 I no 1 )
Total RS 9000 SayRs Cum
Prepared By Cor ct
U D Kande Pune Sub
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
RATE ANALYSIS No 2
ITEM No2 shyExcavation for foundation in hard nurum including removing the excavated matrial upto a distrance of 50 m
Beyond the buildind area amp stacking and spreading as directed dewatering preparing the bed for foundation and necessary back filling ramming watering including shoring and strutting etc complete
1) Basic Rate (PWD DSR 2008-09 PND 175 I no
2)
Rs 10200 Cum
Total RS SayRs
10200 Cum
Prepared By Technically Checked Found Correct
Sub Divisional Engineer Ujjani Canal Sub-Division No33
Kuchi
U D Kande
Pune
Mhaisal Pump House Dn No2 Sangli
RATE ANALYSIS No3 ITEM No3 shyExcavation for foundation in soft rock and old cement and lime masonary foundation including removing the excavated material upto a distrance of 50 m Beyond the building area amp stacking and spreading as directed dewatering preparing the bed for foundation and necessary back filling with available earth murum ramming watering including shoring and strutting etc complete
1) Basic Rate Rs 22500 Cum (PWD DSR 2008-09 PNG 175 I no 4)
Total Rs 22500 SayRs _ Cum
Technically Checked ampPrepared By Cr c
u D Kande
Pune Sub Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2
Kuchi Sangli
I
I
RATE ANALYSIS No4 ITEM No4 shyExcavation for foundation in hard rock by blasting including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within distrance of 50 m From building area including dewatering and back filling with available earth murum ramming watering etc complete
1) Basic Rate Rs 36000 Cum (PWD DSR 2008-09 PND I no 5)
Total Rs 36000 SayRs Cum
Prepared By fcchnicaHy Checked amp found Correct
u D Kande Pune Sub Divisional Engineer Exec ive Engineer
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
l
RATE ANALYSIS No6
ITEM No6 shyProviding and laying M-15 RCC of trap granite quartzite gneiss metal for cast in situ piers abutments returns wings etc including compacting by vibrating and including formwork and bailing out water
1) Basic Rate Rs 320000 Cum (PWD DSR 2008-09 PNO 181 I no 37)
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Metal 09 09 Cum 20320 18288
2) Sand 045 045 Cum 67748 30487
3) Cement 0295 0295 MT 12919 3811 Total Rs 52586
Additional Royalti Charges For Sand 045 10600 477
Additional Royalti Charges For Metal 09 3534 3181
Total Rs 380536
Add 050 VAT 1903
Total Rs 382439
Say Rs I I
ctl_E t
Technically Checked IPrepared By Correct
UDKande Pune Sub
Djjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
l
i
RATE ANALYSIS No7
ITEM Providing and laying in situ CC M-I0l36 of trap granite quartzite gneiss metal foundation including necessary bailing out water compacting and curing (including form work centering and excluding dewatering by pump) etc complete
1) Basic Rate Rs 284635 Cum (PWD DSR 2008-09 PND 176 I no 15)
Add lead charges
Material Qty Qty for item Unit Charges Amount
1) Metal 094 094 Cum 20320 19101
2) Sand 047 047 Cum 67748 31842
3) Cement 02025 02025 MT 12919 2616
Total Rs 53558
Additional Royalti Charges For Sand
Additional Royalti Charges For Metal
Add 050 VAT
cbullbullbullEbullbullmiddotbull
Prepared By
U D Kande
Pune Sub Ujjani Canal Sub-Division No33
Kuchi
047 10600 4982
094 3534 3322
Total Rs 346497
1732
Total Rs 348230
SayRs I Cum -
rcchnlcally rhecKed amp Quod Correct
Mhaisal Pump House Dn No2 Sangli
l
RATE ANALYSIS 9
ITEM No9 shyProviding and cutting bending hooking laying in position and tieing HYSD steel bar for reinforcement as per detailed drawings for all RCC works
Rate Analysis For Basic Rate Of Steel
Ref Procedure Adopted As Per sanction Estimate No 22309 by CE(SP)Pune
1) Labour Charges ( PWD SOR 2008-09PNO 182 I no 44 )
Rs 264200 1Cum
Basic Rate as per SEPWDPune Letter No 2332 at 30312010 is Rs 37000 1shy
2) Material 1) Steel 105 3700000 38850
2) Binding Wire 4 KgMT 48 19200
3) Initial Lead 105 926 Total
9723
3913923
Add Sundries Add Overheads
05
10
Total
19570 391392
IMTTotal Rate l5~~middot ershy4 6 1MT
12919Add Lead Charges For Steel 1 MT 12919
Total Rate
Add VAT 05 2 CC
n scu r
Prepared By
UD Kande
Pune Sub Ujjani Canal Sub-Division No33
Kuchi
Say Rs 1MT
Mhaisal Pump House Dn No2
Sangli
Qund Correct
Total Rate
-
RATE ANALYSIS 10
ITEM No 10 shyProviding selected hard murum filling including layng in layers of 15 em to 20 em watering and compacting etc complete
1) Basic Rate Rs 19000 Cum (PWD SOR 2008-09 PNO 173 I no 10 )
Add Royalty Charges For Murum 3534 3534 Total Rate 22534
Add VAT 05 113
Total Rate 22647
Say Rs 22645 Cum bulla EI
Prepared By
found Correct
UDKande Pune Sub Divisional Engineer
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
i
RATE ANALYSIS 17
ITEM No 17 -Prividing and laying cement concrete pipe ofLS NP2 900 rom in proper line level and slope including providing amp fixing collars in cement mortar 12 etc complete
1) Basic Rate Rs 203500 Rmt ( PWD SOR 2008-09 PNO 172 I no 6d )
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Supply Of Pipe 1 1 M 22583 22583 2) Sand 00021 00021 Cum 67748 142 3) Cement 00016 00016 MT 12919 021
Total Rs 22746
Add Royalty Charges For Sand 106 00021 022
Total Rs 226268
Add VAT 05 1131 Total Rs 227400
Say Rs I 227400 i
I Rmt
Sctlo1
-rnmd CorrectPrepared By
D Kande I Pune Sub Executive Engineer
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
Superintending Engineer
KKLIRRProject Circle Sangli
RATE ANALYSIS 19
ITEM No 19 -Prividing and laying cement concrete pipe of1S NP2 1200 mm in proper line level and slope including providing amp fixing collars in cement mortar 12 etc complete
1) Basic Rate Rs 325000 Rmt ( PWD SOR 2008-09 PNO 172 I no 6f )
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Supply Of Pipe 1 1 M 67749 67749 2) Sand 00044 00044 Cum 22583 099 3) Cement 00032 00032 MT 67748 217
Total Rs 68065
Add Royalty Charges For Sand 106 00044 047
Total Rs 393112
Add VAT 05 1966 Total Rs 395077
Prepared By s hecked
SayRs 395075 I Rmt
U D Kande
Pune Sub
Pound Correct
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
Superintending Engineer
KKLIRRProject Circle Sangli
Name of worrk constrr of SH Road Crossing Of Hiware Dy ch3630--m
gt1
BL
13700 )1 n COPING M-15 20 rso x iso
D size I eoo I I I III
646629 1
eaee soc130 SLOPE JOINING IP AT TBl
SR
644069
643769 644069
643769
STAUNCHWALL SECTIONOF HEAD WALL
SECTION AT A - A
o -e-
o GL 645971 o
o
U o w Z
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300
GUARD STONE OF 750 X 200 X 150 ------- g r I I-- - _ __ _
I 0 I I I I I
I I I I ISL 64520 SPLAY 1 in 10
I I I I I I
I I I I I I I I
I I I I I 1111 I I I I
CANAL FLOW I 1 1 I I I I
I
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I _ I I
I I I bull o ----- ----
toaccommodate SR amp IPlevels I
0
Sub-PLAN
Ujani Canal Sub-Dv No 33 bullbullbullbull EI KUeHl
TRIAL PIT DATA oarGL
osaon
t oz
152
0680
I 0
Z 0
0 W
11 z 0
w 0 gt
WZ
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IJ
ame of work Construction of VRB at Ch Hivare - Walekhindi Dy Km NO4
SUB-ESTIMATE -2 (DIVERSION) ABSTRACT
Description Rate I UnitQuantity I Unit Amount
4500ICum
25920ICum
Item No1shyProvding earthwork for embankment Withl approved materials obtained from departmental land and other source including all lifts and leads laying in layers of 20 centimetre to 30 centimetre thickness breaking clods dressing to the required lines curves grades and sections compacting with power roller completeI(Rate Analysis No1) Item No2shySupplying 60 rnilimetre trap stone over metal at the side inclduing conveying stacking complete by blasting
I(Rate Analysis No2) Item No3shySupplying 40 milimetre trap stone metal dl~cum
broken at the side including conveying and stacking complete by blasting
I(Rate Analysis No3) Item No4-Supplying hard murum at the side including conveying and stacking complete I(Rate Analysis No4)
~
Item No5shySupplying soft murum at the rod side conveying and stacking complete
I(Rate Analysis No5) Item No6shySpreading130 milimetre metal including sectioning complete (DSR Rate 2008-09 Add Vat 050
1800t
Total Rs Say Rs 1810
Item No7shySpreading milimetre rnetal including sectioning complete (DSR Rate 2008-09 51148) 18 Add Vat 050 009
Total Rs 1809 Say Rs 1810
I I Description Rate I Unit AmountQuantity I Unit
Item No8shySpreading hard murum on the19500ICum formation over the road formation for side width and oversize metal includign sectioning etc compelte (DSR Rate 2008-09 Add Vat 050 006
Total Rs 1106 Say Rs 1105
Item No9shy1620ICum Spreading blindage of soft murum over
the water bound macadam surface etc complete (DSR Rate 2008-09 50149) 11Add Vat 050 006
Total Rs Say Rs
Item No10-48600ISqm Compacting the sub grade 1 gravel 1
over size metal ( 200 milimetre loose) tgt layer with power roller including
necessary labour material and artifical waterino complete (DSR Rate 2008-09 75 Add Vat 050
Total Rs 754 Say Rs
Item No11-45000ISqm Compacting the sub grade 1 gravel 1
over size metal ( 100 milimetre loose) - layer with power roller including necessary labour material and artifical waterinq complete (DSR Rate 2008-09 Add Vat 050 003
Total Rs 653t Say Rs 655
Item No12-45000ISqm Compacting the hard murum size width
layer on each side with power roller
including arthficial watering complete
(DSR Rate 2008-09 60149) 24I
Add Vat 050 001 Total Rs
Say Rs Total Rs
215500
I
~ U Ujani Canal Sub-Dv No 33
Narne of work Construction of VRB at Ch of Hivare - Walekhindi Dy Km No4
SUB-ESTIMATE -2 (DIVERSION)
MEASUREMNT No Length Breadth Height Quantity
Item No1-Provding earthwork for embankment with approved materials obtained from departmental land and other source including all lifts and leads laying in layers of 20 centimetre to 30 centimetre thickness breaking clods dressing to the required lines curves grades and sections compacting with power roller complete
DIVERSION 1 x 810 + 1150 x 075 = 88200 Cum 2
Item No2shySupplying 60 milimetre trap stone over size metal at the rod side inclduing conveying and stacking complete by blasting
DIVERSION 1 x 120 x 405 x 020 = 9720 Cum
Item No3shySupplying 40 milimetre trap stone metal hand broken at the rod side including conveying and stacking complete by blasting
DIVERSION 1 x 120 x 375 x 010 = 4500 Cum
Item No4shySupplying hard mururn at the rod side including conveying and stacking complete
SIDE WITH 1875 + 2175 2 =2025 2 x 120 x 2025 x 020 = 9720 SIDE WITH 1875 + 2175 2 =2025 2 x 120 x 2025 x 020 = 9720
13 Qty(9720 + 9720) = 6480
25920 Cum
Item No5shySupplying soft murum at the rod side including conveying and stacking complete
14 Qty of 6480 1620
1620 Cum
Item No6shySpreading 60 milimetre metal including sectioning complete
Qty as per Item NO3 1 x 195 = 195 Cum ( 9750 + 9750)
Item No7shySpreading 6040 milimetre metal including sectioning complete
Qty at per Item No4 9720 + 9720 x 1 = 6480 Cum 3
Item No8shySpreading hard rnurum on the rod formation over the road formation for side width and oversize metal includign sectioning etc compelte
Qty as per Item NO4 1 x 195 = 195 Cum ( 9750 + 9750)
Item No9shySpreading blindage of soft murum over the water bound macadam surface etc complete
Qty as per Item No5 1 x 1620 = 1620 Cum
Item No10shyCompacting the sub grade gravelover size metal ( 200 milimetre loose) layer with power roller inclUding necessary labour material and artifical watering complete
DIVERSION 1 x 120 x 405 = 48600 Sqm
Item No11shyCompacting the sub grade gravelover size metal ( 100 milimetre loose) layer with power roller including necessary labour material and artifical watering complete
APPROACH 1 x 120 x 375 = 45000Sqm
Item No12shyCompacting the hard murum size width layer on each side with power roller including arthficial watering complete
2 x 120 x 1875 = 45000Sqm
Name of work Construction of VRB at Ch Hivare - Walekhindi Dy Km No4
3
RATE ANALYSIS No1
Item No1-
Provding earthwork for embankment with approved materials obtained from
departmental land and other source including all lifts and leads laying in layers of 20
centimetre to 30 centimetre thickness breaking clods dressing to the required lines
curves grades and sections compacting with power roller complete
1) Completed item rate as per DSR 2008-09 Item No 29 -Page No
2) Add VAT 045 Cum
Total Rate
Say Rate Cum
Vjani Canal Sub-Dv No 33 KUCHI
Technically Checkell
found Pum
No2
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No2
Item No2shy
Supplying 60 milimetre trap stone over size metal at the rod side inclduing conveying and stacking complete by blasting
1) Completed item rate as per DSR 2008-09 16500 Cum Item No 41 Page
2) Additional lead charges for 60 mm metal for 24 Km For 25 For 20 Diff For 5 Km for 1 Km -For 24 Km -
bullbull -Deduct initial lead 12- - 12964
Net Lead =
20322 = 20322 x 1 =
Total _
2) Add VAT 050
Total Rate
Say Rate
Technically CanalSub-Dv No 33 ampfoundcorrecl KUCHl _
SPKulkarnI Pump House SecLEngr(II)
No2
Name of work Construction of VRB at Ch Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No3
Item No3shy
Supplying 40 milimetre trap stone metal hand broken at the rod side including conveying and stacking complete by blasting
1) Completed item rate as per DSR 2008-09 17500 I Cum Item No 43 Page No 147
2) Additional lead charges for 60 mm metal for 24 Km For 25 For 20 Diff For 5 Km for 1 Km
For 24 _ - Deduct initial lead 1291gt4 V
Net Lead =
- x = 1
Total Cum
2) Add VAT 050 Cum
f
Total Rate Cum
Say Rate Cum
UjaniCanalSub-Dv No 33 KUeHl
TechnIcally Checked amp correct
SPKulkarni SectEngr(H) Pump House
No2 Sangli
Narne of work Construction of VRB at Ch of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No4
Item No4shy
Supplying hard rnurum at the rod side including conveying and stacking complete
raquo 1) Completed item rate as per DSR 2008-09 7300 Cum
Item No No
--omiddot---middotmiddotmiddotmiddotmiddot--middotmiddot-middotmiddotmiddot-middot----- 2) Additional lead charges for Murum for
x 1 bull _ Cum bullbullbullbull bull bullbull - bull
Total Cum
2) Add VAT 050 Cum
Total Rate I Cum
Say Rate
UjaniCanal Dv No KUeHl
TechnIcally Checked found correct
SectEng r(II) Pump House
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No5
Item No5shy
Supplying soft murum at the rod side including conveying and stacking complete
1) Completed item per DSR 2008-09 7000 Cum Item No 46 Page No
=
Total I Cumr 2) Add VAT 050 - Cum
Total Rate I Cum
SayRate
Ujani CanalSub-De No 33 KUeHl
Executive Engineer MhaisalSctEngr(II)
n
2)
bull __
Additional lead charges for Murum for 2 Km
Tecllnlcllly Checked
bullKulkarni
__
-
1h -
Itz b bull bull
bull
___ _
-J
I J
I _T _
962
8105
0339
7987
Item no 5 Providing and laying in situ CC M-101 36 of trap
quartzitel gneiss metal foundation including necessary bailing out
water compacting and curing (including form work centering
and excluding dewatering by pump) etc complete
3349513
Item no 6 Providing and laying M-15 RCC of trapl granitel quartzitel
gneiss metal for cast in situ piers abutments returns wings etc
including compacting by vibrating and including formwork and
bailing out water 30997757
348230
382440
22645 cum
Item no 7 Providing and cutting bending hooking laying in position and
tieing HYSD steel bar for reinforcement as per detailed
drawings for all RCC works
Item no 8
Providing selected hard murum filling including layng in layers of 15 cm to 20 cm watering and compacting etc complete
1808550
Item no 9 Prividing and laying cement concrete pipe of IS NP2 1200 mm
in proper line level and slope including providing amp fixing collars 395075 rmt 10825055 274 in cement mortar 12 etc complete
TOTAL Rs Add bull
Add 1 Insurance
402(I Add 1 LWF
I Grand Total 510546 88
Say Rs 51054700I bull bull _ bull
05 it-
Prepared By
UDKande Pune
Sub Engineer Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2
Kuchi SangIi
JATH MAIN CANAL
Name of worrk Construction of SH Road Crossing Of Hiware Walekhindi Dy ch3630--m
MEASUREMENTS
Item no 1 Excavation for foundation in earth soil of all types sand gravel and soft murum including
removing the excavated material upto a distance of 50 m Beyond the building area amp
stacking and spreading as directed dewatering preparing the bed for foundatio
Total Depth Of Excavation = GL - Foundation 2990 M
strata = soil = 0000 m HM= 0150 m SR = 0200 m HR = 1852 m
Upstream amp Downstream Head Wall = 2 1031 292 0000 000 Curr
Staunch Wall= 2 392 05 0000 000 I Pipe Trench 1 1370 302 0000 034 Curr
I Total n 34 CUR
Item no 2 Excavation for foundation in hard nurum including removing the excavated matrial upto a
distrance of 50 m Beyond the buildind area amp stacking and spreading as directed
dewatering preparing the bed for foundation and necessary back filling ramming wat
Upstream amp Downstream Head Wall = 2 1031 292 0150 452 Cum
Staunch Wall= 2 392 05 1072 210 I Pipe Trench 1 1370 302 0622 2573 Curr
Total 3235
Item no 3 Excavation for foundation in soft rock and old cement and lime masonary foundation
including removing the excavated material upto a distrance of 50 m Beyond the building
area amp stacking and spreading as directed dewatering preparing the bed for foundat
Upstream amp Downstream Head Wall = 2 1031 292 0200 602 Cum
Staunch Wall= 2 392 05 0000 000 I Pipe Trench 1 1370 302 0000 000 Curr
Total
l
Item no 4 Excavation for foundation in hard rock by blasting including trimming and levelling the bed
by chiselling where necessary and removing the excavated material and stacking it in
measurable heaps within distrance of 50 m From bUilding area including dewat
Upstream amp Downstream Head Wall = 2 1031 292 1852 5575 Cu
Staunch Wall= 2 392 05 0000 000
Pipe Trench 1 1370 302 0000 000 Curr Total
m
059
903 Cu0300
030005
292
392
1031
2Staunch Wall=
Item no 5 Providing and laying in situ CC M-l0136 oftrap granite quartzite gneiss metal foundation including necessary bailing out water compacting and curing (including form work centering and excluding dewatering by pump) etc complete
Upstream amp Downstream Head Wall = 2
Total 962
m
Item no 6 Providing and laying M-15 RCC of trap granite quartzite gneiss metal for cast in situ piers abutments returns wings etc including compacting by vibrating and including formwork and bailing out water
Ups ampDs Head Wall Vertical 2 971 060 035 408 Curr
Ups ampDs Head Wall Sloping 2 971 146 221 6265 Curr Around Pipe (Credal Concrete 1 1201 158 158 2998 Curr Parapet Wall= 2 971 030 015 087
Total = 97589 Cun DEDUCTIONS
Pipe In Wall 2 084 121 -204 Curr
Pipe 1 1201 121 -1450 Curr
I Total = 81053 Cun
Item no 7 Providing and cutting bending hooking laying in position and tieing HYSD steel bar for reinforcement as per detailed drawings for all RCC works
Ups ampDs Head Wall Vertical 2 971
Ups ampDs Head Wall Sloping 2 971
035
221
000
000
680 Sqn
I 4291 Sqn
I
I
I
I I I
Around Pipe (Credal Concrete 1 1201 158 1898 Sqn Parapet Wall= 2 971 030 015 583 Sqn
I Total Are 67716 Sqn
Qty of Steel Surface Area x 62kg I sqm Provide 10mm dia 200mm cc
= 67716 x 5 kglsqm = 33858 kg = 0339 MT =
Item no 8 Providing selected hard murum filling including layng in layers of 15 ern to 20 ern watering and compacting etc complete
Above TBl A Back Ftal Excavatical Conc Qnty+PipeArea) 33425 Curr Up To Gl B Murum 264 044
above 1X12X43XO9 4644 Total 7987
Item no9 Prividing and laying cement concrete pipe ofLS NP2 1200 mm in proper line level and slope including providing amp fixing collars in cement mortar 12 etc complete I
2 14
Total
274 RM
274
bullbullbullr
I VCaual
KUCHl
(
Name of worrk Construction of SH Road Crossing Of Hiware Walekhindi Dy ch3630-middotm
SrNo ittem Quantity
4 Bed Level BL m 644449
8 S1 m 1 1500
12 iNatural Surface Level NSL m 645971
2 of crossinn m 60middotmiddotmiddotmiddot middot middot middot r middotmiddotmiddot middotmiddotmiddotmiddot middotmiddotmiddotmiddot r middotmiddotmiddotmiddotmiddotmiddotmiddot middotmiddotmiddotmiddot middotmiddotmiddotmiddotmiddot middot
6 Bearino TMA2 20bullbull bullbullbullbullbullbullbullbullbull bullbull middotmiddotmiddotmiddotmiddot middot middot middot middotmiddotmiddotmiddot middotmiddotmiddotmiddot middot middot middot middot middotmiddotmiddotmiddotmiddot
Soil Strata I Trial Pit Results 1 Depth of Soft soil m o 2 Depth of Hard murum m 015 3 Depth of Soft Rock m 02 4 Depth of Hard Rock m 1852
Page 1
01 DESIGN 1 Assume a pipe diamter = D = 1200
TT= 314 Area of Pipe = TT 14 x D 2 =
3144x(12001000)2 113 sq m FSD 075 m Use Two pipes to carry total discharge
c r= r- hd = 450
600 h=thd = 150-- 0
FSD = 750
Sin a = Perpendicular 1hypoteneus= hd 1r = 025 Sin a = 025 Hence a = 959 degree
180-2xa= 16082 Length of Segment BCD = L = x TT x r 1180 =
L= 16082x314x600180 0842 m
Area of segment above FSD = Area of BCD = L x h x 23 = 0842x450x23= 0253 sq m
Total Area upto FSD = Area of pipe - Area of segment upto FSD = 11304-0253= 08774 sq m
Since we are using two pipes n = 2 Total Area up to FSD = 17548 sq m
02 Calculate the Afflux Afflux = V21788 + 001524) x [(A2a 2)-1]
10521788+001524)x(A2a2)-1middot= A = area of flow of canal = (2x15xO75+09)+09)2xO75=
A = 1519 sq m a = area of pipe upto FSD = 1755 sq m
Afflux = 0077 x -0251 -0019 m -19 mm
03 Find area and Wetted perimeter for FSD plus Afflux h = New FSD 075+-0019= 0731 m hd = 368-300 = 131
Sin a = Perpendicular 1hypoteneus= hd 1r = 0218333 Hence a = 131 degree
Angle = 180 - 2 x a = 1538 Length of Segment BCD = L = x TT x r 1180 =
L = 1538x314x1180 0805 m
Area of segment above FSD = Lx h x 23 = h = 300 - 68 = 232 m
Area of segment above FSD = 0805x2321000x23= 0125 sq m
Page 2
04 Area of segment below FSD =Area of Pipe less area above segment 11304-0125=
10054 sq m For Two pipes Area = 20108
05 Perimeter =Cir Of Pipe less Length of chord L of segment above FSD Perimeter = 314x120011000-0805=
1884 minus 0805 = 1079 m For Two pipes Perimeter = 2158 m
06 R = AlP 0931789 m 07 Number of rows n Two 2 08 Velocity through pipe = q 1a X 2 =
0791 msec 09 Calculation of Losses in the Structure shy
Head loss at entry h1 = Cdx(v22-v)2xg=
Cd = 05 V2 = 0791 rnsec V1 = 105 msec
h1 = 05x(0791 2-1052)(2x981)= -0012 m
Head Loss at Exit =h2 = 2 x h1 = -0024 m Frictional Loss in Pipe
hf = Lx (QCr) 181 199462 x d 481 = Where L = 5 m Q = 0151 cumec Cr = 065 for RCC pipesand D = 0900 m hf = 5 x (0151065) 181 199462 x (060) 481 = hf= 0005 m Losses are worked out for one pipe Since we are using two pipes the losses shall be doubled Total Loss = 2 x (h1 + h2 + hf) = -0062 m
Actual provided 0 mm Loss due to structure = -62 mm Afflux due to structure = -19 mm Since both Afflux amp Head Loss are negligible Hence it is ok
10 Bed Width at Junction = n x d + 2 x n x t + (n-1) x Gap= Where n is rows of pipes = 2 no
dis dia of pipe = 1200 mm t is the thickness of pipes - 80 mm
G gap between two rows = Key 300 mm Bed Width at Junction = 2x1200+2x2x80+(2-1)x300=
3020 mm
Page 3
11 length of Head wall = TBL-CBL and GL-CBL which ever is more shy
1522 m 4 x (TBL - CBL) or (GL-CBL) + BW at Junction + 2 x Key =
4x(645971-644449)+3020+2x300= 9709 mm
12 length of Stauch wall = nXd+2xnxt+(n-1)xGap + 2 x Key
3620 mm 13 length of Transition - Splay 1 10
(bed width of junction - Bed width of canal)2 x 10 = (3020-900)2x10
10600 mm 14 Controlling levels
Pipe Invert level = CBl = 644449 m Natural Surface Level = G L = 645971 m Top of the Bank Level = TBL = 645399 m Top of the pipe Level - CBL + d + t =
645729 m Min Murum Cover = 34 x d = 450 mm Wearing coat = 100 mm Top of Road level = 646279 mm
Slope for joining GL to Road formation LevI 1 in 30 Difference between Road and Ground Levels = Road Level - GL =
0308 0308 m Length of Connection bet Road amp Ground Level 0
Min Murum Bedding = 12 x d = 0 mm Bottom of Pipe Level = 644369 m Staunch Wall Foundation Level 300 mm below murum filling = 0 mm Staunch Wall Foundation = 644369 m Staunch Wall top width = 200 m Staunch Wall foundation width = 500 m foudation depth= 150 m Head wall foundation shyHeight of Foundation below the
Bottom of Pipe = 300 mm Foundation Depth = 300 mm Head Wall Foundation Level = 643769 m Top of Head wall = 646779 m 500 mm above Road Level incl 150 mm coping Top Width of Head wall = 600 mm With 750 x200 x 150 guard Stone 1Pillars Foundation Projection = 300 mm
mm
Page 4
0308
15 Stability Analysis of Head Wall
Guad Stones 2000 mm 750 X 200 X 150 mm
646779 I
646279 Road Format I
NSL
I I
645971
I2710 --------1-----------------middot2210
I ICBL 644449 I I I
A 1720 300 Ipa x Rx 21 644069 bull I 09476
300 643769 IB
2920
BaseWidth Moments about A RL 644069 m b= 232
Particulars Force r - - - L Arm I Moments -----------------------------------r------------ --------------------r---------
H V + ve - ve
middotmiddot -------------I------------+------------t------------ -------------------+----------------I---------------t-------------1-----------shy
W3 I 172 221 21 050 399 175 6971
1385 257 16933 232
19253 X = 1 = 139
a) B3 = 0773333 TRUE 1546667 2b3= Design OK e = b2 - x = -023 023
b) P max = Wb x (1+ (6xe I braquo = 9519 Design OK within SBCapacity c) P min = Wb x (1- (6xe 1braquo = 2418 Design OK Possitive Value to P min d) Factor of safety against overturnir 15
FS sliding =IM + ve 1 IM - ve = 25290752 = 729992952 Design O K
e) Factor of safety against sliding = 15 FS sliding =IM + ve 1 IM - ve = x I WI I V =
0333 x 2062 1562 = 1795727182 Design O K
Page 5
Base Width Moments about B RL 643769 m B= 292
Particulars L Arm Moments ------------------------------------------- ----- --------_-------- --------------- --------------- ---__------ -_ _-------shyH V + ve va _----------i------------+------------t------------ ---------------- -------shy
W1 06 271 24 1 390 06 2341 ------------l--------------------------T------------ ------------------------------------T---------------r-----------------------shy
W2 172 221 24 050 456 147 6721
r W5 03 292 24 1 210 146 3070 middot middotmiddotmiddot middot
------------1------------------------------------
27335 X = I = 1714
a) B3 = 0973333 TRUE 1946667 2b3= Design OK e = b2 - x = -0254 0254
b) P max = Wb x (1+ (6xe I b)) = 8313 Design OK within SBCapacity c) P min = Wb x (1- (6xe I b)) = 2611 Design OK Possitive Value to P min d) Factor of safety against overturnir 15
FS sliding + ve I - ve = 25290752 = 760 Design O K
e) Factor of safety against sliding = 15 FS sliding + ve I - ve = x r W I V =
0333 x 2062562 = 1676613472 Design O K
Sectional Eaglll bull er Vjani Canal No KUeHl
Page 6
I LEAD S TAT E MEN T (km-4) Name of worrk Construction of VRB Of Hiware Walekhindi Dv ch3630--m
km-4 - As per B ampC DSR 2008-09
Sr No Material Sources Lead in KM Total Net Lead Charges
Initial Lead Charges
Unit
1 Sand Balundgi 72 80712 12964 67748 Cum
2 Metal Revnal 24 33284 12964 20320 Cum
3 Cement Jath 22 22179 9260 12919 MT
4 Rubble Local 100 7876 12964 000 Cum
5 Steel Jath 22 22179 9260 12919 MT
6 Water Local 5 8642 8642 000 1000 Ltr
7 Murum Local 2 000 000 000 Cum
8 Pipe
Miraj 72 13773 2212 11561 Cum600rnm
9 Pipe
Miraj 72 26904 4321 22583 Cum800mm
10 Pipe
Miraj 72 26904 4321 22583 Cum900mm
11 Pipe
Miraj 72 26904 4321 22583 Cum1000mm
12 Pipe
Miraj 72 80713 12964 67749 Cum1200mm
Royalty Charges 3534 -3534 Increase in Cost of 11
Cement bullbull
Head Lead for 100 m 1585 Lead for 500 m 3297 Lead for 30 m 610
Loading amp Unloading 5335 MT
2100 30716 8946 21770 Rubble For Structure Local
ement Lead Charges 1KM 363 Initial Lead for Water 1166
1) Certified that the lead charges for different materials are as per for super Passage at ch 45460 statement (vide letter CE (SP) 1CE-4Jath Canal62591 I 2) Certified that the lead charges for different materials are as per approved lead for super Passage at ch 45460 statement (vide letter SE KKLlPC sanglil PB - 41 Jath lead4199 1Dt03092005) 3) Certified that the sufficient quantity of material will be availabel from quarries
UPrepared By al bullbullr
Sub
ound Correct U D Kande
Pune
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
Superintending Engineer
Krishna Koyna Lift Irrigation Project Circle
SangIi
RATE ANALYSIS No1
ITEM No1 shyExcavation for foundation in earth soil of all types sand gravel and soft murum including removing the excavated material upto a distance of 50 m Beyond the building area amp stacking and spreading as directed dewatering preparing the bed for foundation and necessary back filling ramming watering including showing and strutting etc complete
1) Basic Rate Rs 9000 Cum (PWD DSR 2008-09 PND 175 I no 1 )
Total RS 9000 SayRs Cum
Prepared By Cor ct
U D Kande Pune Sub
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
RATE ANALYSIS No 2
ITEM No2 shyExcavation for foundation in hard nurum including removing the excavated matrial upto a distrance of 50 m
Beyond the buildind area amp stacking and spreading as directed dewatering preparing the bed for foundation and necessary back filling ramming watering including shoring and strutting etc complete
1) Basic Rate (PWD DSR 2008-09 PND 175 I no
2)
Rs 10200 Cum
Total RS SayRs
10200 Cum
Prepared By Technically Checked Found Correct
Sub Divisional Engineer Ujjani Canal Sub-Division No33
Kuchi
U D Kande
Pune
Mhaisal Pump House Dn No2 Sangli
RATE ANALYSIS No3 ITEM No3 shyExcavation for foundation in soft rock and old cement and lime masonary foundation including removing the excavated material upto a distrance of 50 m Beyond the building area amp stacking and spreading as directed dewatering preparing the bed for foundation and necessary back filling with available earth murum ramming watering including shoring and strutting etc complete
1) Basic Rate Rs 22500 Cum (PWD DSR 2008-09 PNG 175 I no 4)
Total Rs 22500 SayRs _ Cum
Technically Checked ampPrepared By Cr c
u D Kande
Pune Sub Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2
Kuchi Sangli
I
I
RATE ANALYSIS No4 ITEM No4 shyExcavation for foundation in hard rock by blasting including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within distrance of 50 m From building area including dewatering and back filling with available earth murum ramming watering etc complete
1) Basic Rate Rs 36000 Cum (PWD DSR 2008-09 PND I no 5)
Total Rs 36000 SayRs Cum
Prepared By fcchnicaHy Checked amp found Correct
u D Kande Pune Sub Divisional Engineer Exec ive Engineer
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
l
RATE ANALYSIS No6
ITEM No6 shyProviding and laying M-15 RCC of trap granite quartzite gneiss metal for cast in situ piers abutments returns wings etc including compacting by vibrating and including formwork and bailing out water
1) Basic Rate Rs 320000 Cum (PWD DSR 2008-09 PNO 181 I no 37)
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Metal 09 09 Cum 20320 18288
2) Sand 045 045 Cum 67748 30487
3) Cement 0295 0295 MT 12919 3811 Total Rs 52586
Additional Royalti Charges For Sand 045 10600 477
Additional Royalti Charges For Metal 09 3534 3181
Total Rs 380536
Add 050 VAT 1903
Total Rs 382439
Say Rs I I
ctl_E t
Technically Checked IPrepared By Correct
UDKande Pune Sub
Djjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
l
i
RATE ANALYSIS No7
ITEM Providing and laying in situ CC M-I0l36 of trap granite quartzite gneiss metal foundation including necessary bailing out water compacting and curing (including form work centering and excluding dewatering by pump) etc complete
1) Basic Rate Rs 284635 Cum (PWD DSR 2008-09 PND 176 I no 15)
Add lead charges
Material Qty Qty for item Unit Charges Amount
1) Metal 094 094 Cum 20320 19101
2) Sand 047 047 Cum 67748 31842
3) Cement 02025 02025 MT 12919 2616
Total Rs 53558
Additional Royalti Charges For Sand
Additional Royalti Charges For Metal
Add 050 VAT
cbullbullbullEbullbullmiddotbull
Prepared By
U D Kande
Pune Sub Ujjani Canal Sub-Division No33
Kuchi
047 10600 4982
094 3534 3322
Total Rs 346497
1732
Total Rs 348230
SayRs I Cum -
rcchnlcally rhecKed amp Quod Correct
Mhaisal Pump House Dn No2 Sangli
l
RATE ANALYSIS 9
ITEM No9 shyProviding and cutting bending hooking laying in position and tieing HYSD steel bar for reinforcement as per detailed drawings for all RCC works
Rate Analysis For Basic Rate Of Steel
Ref Procedure Adopted As Per sanction Estimate No 22309 by CE(SP)Pune
1) Labour Charges ( PWD SOR 2008-09PNO 182 I no 44 )
Rs 264200 1Cum
Basic Rate as per SEPWDPune Letter No 2332 at 30312010 is Rs 37000 1shy
2) Material 1) Steel 105 3700000 38850
2) Binding Wire 4 KgMT 48 19200
3) Initial Lead 105 926 Total
9723
3913923
Add Sundries Add Overheads
05
10
Total
19570 391392
IMTTotal Rate l5~~middot ershy4 6 1MT
12919Add Lead Charges For Steel 1 MT 12919
Total Rate
Add VAT 05 2 CC
n scu r
Prepared By
UD Kande
Pune Sub Ujjani Canal Sub-Division No33
Kuchi
Say Rs 1MT
Mhaisal Pump House Dn No2
Sangli
Qund Correct
Total Rate
-
RATE ANALYSIS 10
ITEM No 10 shyProviding selected hard murum filling including layng in layers of 15 em to 20 em watering and compacting etc complete
1) Basic Rate Rs 19000 Cum (PWD SOR 2008-09 PNO 173 I no 10 )
Add Royalty Charges For Murum 3534 3534 Total Rate 22534
Add VAT 05 113
Total Rate 22647
Say Rs 22645 Cum bulla EI
Prepared By
found Correct
UDKande Pune Sub Divisional Engineer
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
i
RATE ANALYSIS 17
ITEM No 17 -Prividing and laying cement concrete pipe ofLS NP2 900 rom in proper line level and slope including providing amp fixing collars in cement mortar 12 etc complete
1) Basic Rate Rs 203500 Rmt ( PWD SOR 2008-09 PNO 172 I no 6d )
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Supply Of Pipe 1 1 M 22583 22583 2) Sand 00021 00021 Cum 67748 142 3) Cement 00016 00016 MT 12919 021
Total Rs 22746
Add Royalty Charges For Sand 106 00021 022
Total Rs 226268
Add VAT 05 1131 Total Rs 227400
Say Rs I 227400 i
I Rmt
Sctlo1
-rnmd CorrectPrepared By
D Kande I Pune Sub Executive Engineer
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
Superintending Engineer
KKLIRRProject Circle Sangli
RATE ANALYSIS 19
ITEM No 19 -Prividing and laying cement concrete pipe of1S NP2 1200 mm in proper line level and slope including providing amp fixing collars in cement mortar 12 etc complete
1) Basic Rate Rs 325000 Rmt ( PWD SOR 2008-09 PNO 172 I no 6f )
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Supply Of Pipe 1 1 M 67749 67749 2) Sand 00044 00044 Cum 22583 099 3) Cement 00032 00032 MT 67748 217
Total Rs 68065
Add Royalty Charges For Sand 106 00044 047
Total Rs 393112
Add VAT 05 1966 Total Rs 395077
Prepared By s hecked
SayRs 395075 I Rmt
U D Kande
Pune Sub
Pound Correct
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
Superintending Engineer
KKLIRRProject Circle Sangli
Name of worrk constrr of SH Road Crossing Of Hiware Dy ch3630--m
gt1
BL
13700 )1 n COPING M-15 20 rso x iso
D size I eoo I I I III
646629 1
eaee soc130 SLOPE JOINING IP AT TBl
SR
644069
643769 644069
643769
STAUNCHWALL SECTIONOF HEAD WALL
SECTION AT A - A
o -e-
o GL 645971 o
o
U o w Z
0
rn( oB
300
GUARD STONE OF 750 X 200 X 150 ------- g r I I-- - _ __ _
I 0 I I I I I
I I I I ISL 64520 SPLAY 1 in 10
I I I I I I
I I I I I I I I
I I I I I 1111 I I I I
CANAL FLOW I 1 1 I I I I
I
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I _ I I
I I I bull o ----- ----
toaccommodate SR amp IPlevels I
0
Sub-PLAN
Ujani Canal Sub-Dv No 33 bullbullbullbull EI KUeHl
TRIAL PIT DATA oarGL
osaon
t oz
152
0680
I 0
Z 0
0 W
11 z 0
w 0 gt
WZ
0 u
I
--
h
~ ~ I IbIIII
bb ob
b6)
b b
ob b
__ ---_
-ill
j I Ih b
middot U I
bbo -
shy
I
~
r
i
II Umiddot
IJ
ame of work Construction of VRB at Ch Hivare - Walekhindi Dy Km NO4
SUB-ESTIMATE -2 (DIVERSION) ABSTRACT
Description Rate I UnitQuantity I Unit Amount
4500ICum
25920ICum
Item No1shyProvding earthwork for embankment Withl approved materials obtained from departmental land and other source including all lifts and leads laying in layers of 20 centimetre to 30 centimetre thickness breaking clods dressing to the required lines curves grades and sections compacting with power roller completeI(Rate Analysis No1) Item No2shySupplying 60 rnilimetre trap stone over metal at the side inclduing conveying stacking complete by blasting
I(Rate Analysis No2) Item No3shySupplying 40 milimetre trap stone metal dl~cum
broken at the side including conveying and stacking complete by blasting
I(Rate Analysis No3) Item No4-Supplying hard murum at the side including conveying and stacking complete I(Rate Analysis No4)
~
Item No5shySupplying soft murum at the rod side conveying and stacking complete
I(Rate Analysis No5) Item No6shySpreading130 milimetre metal including sectioning complete (DSR Rate 2008-09 Add Vat 050
1800t
Total Rs Say Rs 1810
Item No7shySpreading milimetre rnetal including sectioning complete (DSR Rate 2008-09 51148) 18 Add Vat 050 009
Total Rs 1809 Say Rs 1810
I I Description Rate I Unit AmountQuantity I Unit
Item No8shySpreading hard murum on the19500ICum formation over the road formation for side width and oversize metal includign sectioning etc compelte (DSR Rate 2008-09 Add Vat 050 006
Total Rs 1106 Say Rs 1105
Item No9shy1620ICum Spreading blindage of soft murum over
the water bound macadam surface etc complete (DSR Rate 2008-09 50149) 11Add Vat 050 006
Total Rs Say Rs
Item No10-48600ISqm Compacting the sub grade 1 gravel 1
over size metal ( 200 milimetre loose) tgt layer with power roller including
necessary labour material and artifical waterino complete (DSR Rate 2008-09 75 Add Vat 050
Total Rs 754 Say Rs
Item No11-45000ISqm Compacting the sub grade 1 gravel 1
over size metal ( 100 milimetre loose) - layer with power roller including necessary labour material and artifical waterinq complete (DSR Rate 2008-09 Add Vat 050 003
Total Rs 653t Say Rs 655
Item No12-45000ISqm Compacting the hard murum size width
layer on each side with power roller
including arthficial watering complete
(DSR Rate 2008-09 60149) 24I
Add Vat 050 001 Total Rs
Say Rs Total Rs
215500
I
~ U Ujani Canal Sub-Dv No 33
Narne of work Construction of VRB at Ch of Hivare - Walekhindi Dy Km No4
SUB-ESTIMATE -2 (DIVERSION)
MEASUREMNT No Length Breadth Height Quantity
Item No1-Provding earthwork for embankment with approved materials obtained from departmental land and other source including all lifts and leads laying in layers of 20 centimetre to 30 centimetre thickness breaking clods dressing to the required lines curves grades and sections compacting with power roller complete
DIVERSION 1 x 810 + 1150 x 075 = 88200 Cum 2
Item No2shySupplying 60 milimetre trap stone over size metal at the rod side inclduing conveying and stacking complete by blasting
DIVERSION 1 x 120 x 405 x 020 = 9720 Cum
Item No3shySupplying 40 milimetre trap stone metal hand broken at the rod side including conveying and stacking complete by blasting
DIVERSION 1 x 120 x 375 x 010 = 4500 Cum
Item No4shySupplying hard mururn at the rod side including conveying and stacking complete
SIDE WITH 1875 + 2175 2 =2025 2 x 120 x 2025 x 020 = 9720 SIDE WITH 1875 + 2175 2 =2025 2 x 120 x 2025 x 020 = 9720
13 Qty(9720 + 9720) = 6480
25920 Cum
Item No5shySupplying soft murum at the rod side including conveying and stacking complete
14 Qty of 6480 1620
1620 Cum
Item No6shySpreading 60 milimetre metal including sectioning complete
Qty as per Item NO3 1 x 195 = 195 Cum ( 9750 + 9750)
Item No7shySpreading 6040 milimetre metal including sectioning complete
Qty at per Item No4 9720 + 9720 x 1 = 6480 Cum 3
Item No8shySpreading hard rnurum on the rod formation over the road formation for side width and oversize metal includign sectioning etc compelte
Qty as per Item NO4 1 x 195 = 195 Cum ( 9750 + 9750)
Item No9shySpreading blindage of soft murum over the water bound macadam surface etc complete
Qty as per Item No5 1 x 1620 = 1620 Cum
Item No10shyCompacting the sub grade gravelover size metal ( 200 milimetre loose) layer with power roller inclUding necessary labour material and artifical watering complete
DIVERSION 1 x 120 x 405 = 48600 Sqm
Item No11shyCompacting the sub grade gravelover size metal ( 100 milimetre loose) layer with power roller including necessary labour material and artifical watering complete
APPROACH 1 x 120 x 375 = 45000Sqm
Item No12shyCompacting the hard murum size width layer on each side with power roller including arthficial watering complete
2 x 120 x 1875 = 45000Sqm
Name of work Construction of VRB at Ch Hivare - Walekhindi Dy Km No4
3
RATE ANALYSIS No1
Item No1-
Provding earthwork for embankment with approved materials obtained from
departmental land and other source including all lifts and leads laying in layers of 20
centimetre to 30 centimetre thickness breaking clods dressing to the required lines
curves grades and sections compacting with power roller complete
1) Completed item rate as per DSR 2008-09 Item No 29 -Page No
2) Add VAT 045 Cum
Total Rate
Say Rate Cum
Vjani Canal Sub-Dv No 33 KUCHI
Technically Checkell
found Pum
No2
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No2
Item No2shy
Supplying 60 milimetre trap stone over size metal at the rod side inclduing conveying and stacking complete by blasting
1) Completed item rate as per DSR 2008-09 16500 Cum Item No 41 Page
2) Additional lead charges for 60 mm metal for 24 Km For 25 For 20 Diff For 5 Km for 1 Km -For 24 Km -
bullbull -Deduct initial lead 12- - 12964
Net Lead =
20322 = 20322 x 1 =
Total _
2) Add VAT 050
Total Rate
Say Rate
Technically CanalSub-Dv No 33 ampfoundcorrecl KUCHl _
SPKulkarnI Pump House SecLEngr(II)
No2
Name of work Construction of VRB at Ch Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No3
Item No3shy
Supplying 40 milimetre trap stone metal hand broken at the rod side including conveying and stacking complete by blasting
1) Completed item rate as per DSR 2008-09 17500 I Cum Item No 43 Page No 147
2) Additional lead charges for 60 mm metal for 24 Km For 25 For 20 Diff For 5 Km for 1 Km
For 24 _ - Deduct initial lead 1291gt4 V
Net Lead =
- x = 1
Total Cum
2) Add VAT 050 Cum
f
Total Rate Cum
Say Rate Cum
UjaniCanalSub-Dv No 33 KUeHl
TechnIcally Checked amp correct
SPKulkarni SectEngr(H) Pump House
No2 Sangli
Narne of work Construction of VRB at Ch of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No4
Item No4shy
Supplying hard rnurum at the rod side including conveying and stacking complete
raquo 1) Completed item rate as per DSR 2008-09 7300 Cum
Item No No
--omiddot---middotmiddotmiddotmiddotmiddot--middotmiddot-middotmiddotmiddot-middot----- 2) Additional lead charges for Murum for
x 1 bull _ Cum bullbullbullbull bull bullbull - bull
Total Cum
2) Add VAT 050 Cum
Total Rate I Cum
Say Rate
UjaniCanal Dv No KUeHl
TechnIcally Checked found correct
SectEng r(II) Pump House
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No5
Item No5shy
Supplying soft murum at the rod side including conveying and stacking complete
1) Completed item per DSR 2008-09 7000 Cum Item No 46 Page No
=
Total I Cumr 2) Add VAT 050 - Cum
Total Rate I Cum
SayRate
Ujani CanalSub-De No 33 KUeHl
Executive Engineer MhaisalSctEngr(II)
n
2)
bull __
Additional lead charges for Murum for 2 Km
Tecllnlcllly Checked
bullKulkarni
__
-
1h -
Itz b bull bull
bull
___ _
-J
I J
I _T _
JATH MAIN CANAL
Name of worrk Construction of SH Road Crossing Of Hiware Walekhindi Dy ch3630--m
MEASUREMENTS
Item no 1 Excavation for foundation in earth soil of all types sand gravel and soft murum including
removing the excavated material upto a distance of 50 m Beyond the building area amp
stacking and spreading as directed dewatering preparing the bed for foundatio
Total Depth Of Excavation = GL - Foundation 2990 M
strata = soil = 0000 m HM= 0150 m SR = 0200 m HR = 1852 m
Upstream amp Downstream Head Wall = 2 1031 292 0000 000 Curr
Staunch Wall= 2 392 05 0000 000 I Pipe Trench 1 1370 302 0000 034 Curr
I Total n 34 CUR
Item no 2 Excavation for foundation in hard nurum including removing the excavated matrial upto a
distrance of 50 m Beyond the buildind area amp stacking and spreading as directed
dewatering preparing the bed for foundation and necessary back filling ramming wat
Upstream amp Downstream Head Wall = 2 1031 292 0150 452 Cum
Staunch Wall= 2 392 05 1072 210 I Pipe Trench 1 1370 302 0622 2573 Curr
Total 3235
Item no 3 Excavation for foundation in soft rock and old cement and lime masonary foundation
including removing the excavated material upto a distrance of 50 m Beyond the building
area amp stacking and spreading as directed dewatering preparing the bed for foundat
Upstream amp Downstream Head Wall = 2 1031 292 0200 602 Cum
Staunch Wall= 2 392 05 0000 000 I Pipe Trench 1 1370 302 0000 000 Curr
Total
l
Item no 4 Excavation for foundation in hard rock by blasting including trimming and levelling the bed
by chiselling where necessary and removing the excavated material and stacking it in
measurable heaps within distrance of 50 m From bUilding area including dewat
Upstream amp Downstream Head Wall = 2 1031 292 1852 5575 Cu
Staunch Wall= 2 392 05 0000 000
Pipe Trench 1 1370 302 0000 000 Curr Total
m
059
903 Cu0300
030005
292
392
1031
2Staunch Wall=
Item no 5 Providing and laying in situ CC M-l0136 oftrap granite quartzite gneiss metal foundation including necessary bailing out water compacting and curing (including form work centering and excluding dewatering by pump) etc complete
Upstream amp Downstream Head Wall = 2
Total 962
m
Item no 6 Providing and laying M-15 RCC of trap granite quartzite gneiss metal for cast in situ piers abutments returns wings etc including compacting by vibrating and including formwork and bailing out water
Ups ampDs Head Wall Vertical 2 971 060 035 408 Curr
Ups ampDs Head Wall Sloping 2 971 146 221 6265 Curr Around Pipe (Credal Concrete 1 1201 158 158 2998 Curr Parapet Wall= 2 971 030 015 087
Total = 97589 Cun DEDUCTIONS
Pipe In Wall 2 084 121 -204 Curr
Pipe 1 1201 121 -1450 Curr
I Total = 81053 Cun
Item no 7 Providing and cutting bending hooking laying in position and tieing HYSD steel bar for reinforcement as per detailed drawings for all RCC works
Ups ampDs Head Wall Vertical 2 971
Ups ampDs Head Wall Sloping 2 971
035
221
000
000
680 Sqn
I 4291 Sqn
I
I
I
I I I
Around Pipe (Credal Concrete 1 1201 158 1898 Sqn Parapet Wall= 2 971 030 015 583 Sqn
I Total Are 67716 Sqn
Qty of Steel Surface Area x 62kg I sqm Provide 10mm dia 200mm cc
= 67716 x 5 kglsqm = 33858 kg = 0339 MT =
Item no 8 Providing selected hard murum filling including layng in layers of 15 ern to 20 ern watering and compacting etc complete
Above TBl A Back Ftal Excavatical Conc Qnty+PipeArea) 33425 Curr Up To Gl B Murum 264 044
above 1X12X43XO9 4644 Total 7987
Item no9 Prividing and laying cement concrete pipe ofLS NP2 1200 mm in proper line level and slope including providing amp fixing collars in cement mortar 12 etc complete I
2 14
Total
274 RM
274
bullbullbullr
I VCaual
KUCHl
(
Name of worrk Construction of SH Road Crossing Of Hiware Walekhindi Dy ch3630-middotm
SrNo ittem Quantity
4 Bed Level BL m 644449
8 S1 m 1 1500
12 iNatural Surface Level NSL m 645971
2 of crossinn m 60middotmiddotmiddotmiddot middot middot middot r middotmiddotmiddot middotmiddotmiddotmiddot middotmiddotmiddotmiddot r middotmiddotmiddotmiddotmiddotmiddotmiddot middotmiddotmiddotmiddot middotmiddotmiddotmiddotmiddot middot
6 Bearino TMA2 20bullbull bullbullbullbullbullbullbullbullbull bullbull middotmiddotmiddotmiddotmiddot middot middot middot middotmiddotmiddotmiddot middotmiddotmiddotmiddot middot middot middot middot middotmiddotmiddotmiddotmiddot
Soil Strata I Trial Pit Results 1 Depth of Soft soil m o 2 Depth of Hard murum m 015 3 Depth of Soft Rock m 02 4 Depth of Hard Rock m 1852
Page 1
01 DESIGN 1 Assume a pipe diamter = D = 1200
TT= 314 Area of Pipe = TT 14 x D 2 =
3144x(12001000)2 113 sq m FSD 075 m Use Two pipes to carry total discharge
c r= r- hd = 450
600 h=thd = 150-- 0
FSD = 750
Sin a = Perpendicular 1hypoteneus= hd 1r = 025 Sin a = 025 Hence a = 959 degree
180-2xa= 16082 Length of Segment BCD = L = x TT x r 1180 =
L= 16082x314x600180 0842 m
Area of segment above FSD = Area of BCD = L x h x 23 = 0842x450x23= 0253 sq m
Total Area upto FSD = Area of pipe - Area of segment upto FSD = 11304-0253= 08774 sq m
Since we are using two pipes n = 2 Total Area up to FSD = 17548 sq m
02 Calculate the Afflux Afflux = V21788 + 001524) x [(A2a 2)-1]
10521788+001524)x(A2a2)-1middot= A = area of flow of canal = (2x15xO75+09)+09)2xO75=
A = 1519 sq m a = area of pipe upto FSD = 1755 sq m
Afflux = 0077 x -0251 -0019 m -19 mm
03 Find area and Wetted perimeter for FSD plus Afflux h = New FSD 075+-0019= 0731 m hd = 368-300 = 131
Sin a = Perpendicular 1hypoteneus= hd 1r = 0218333 Hence a = 131 degree
Angle = 180 - 2 x a = 1538 Length of Segment BCD = L = x TT x r 1180 =
L = 1538x314x1180 0805 m
Area of segment above FSD = Lx h x 23 = h = 300 - 68 = 232 m
Area of segment above FSD = 0805x2321000x23= 0125 sq m
Page 2
04 Area of segment below FSD =Area of Pipe less area above segment 11304-0125=
10054 sq m For Two pipes Area = 20108
05 Perimeter =Cir Of Pipe less Length of chord L of segment above FSD Perimeter = 314x120011000-0805=
1884 minus 0805 = 1079 m For Two pipes Perimeter = 2158 m
06 R = AlP 0931789 m 07 Number of rows n Two 2 08 Velocity through pipe = q 1a X 2 =
0791 msec 09 Calculation of Losses in the Structure shy
Head loss at entry h1 = Cdx(v22-v)2xg=
Cd = 05 V2 = 0791 rnsec V1 = 105 msec
h1 = 05x(0791 2-1052)(2x981)= -0012 m
Head Loss at Exit =h2 = 2 x h1 = -0024 m Frictional Loss in Pipe
hf = Lx (QCr) 181 199462 x d 481 = Where L = 5 m Q = 0151 cumec Cr = 065 for RCC pipesand D = 0900 m hf = 5 x (0151065) 181 199462 x (060) 481 = hf= 0005 m Losses are worked out for one pipe Since we are using two pipes the losses shall be doubled Total Loss = 2 x (h1 + h2 + hf) = -0062 m
Actual provided 0 mm Loss due to structure = -62 mm Afflux due to structure = -19 mm Since both Afflux amp Head Loss are negligible Hence it is ok
10 Bed Width at Junction = n x d + 2 x n x t + (n-1) x Gap= Where n is rows of pipes = 2 no
dis dia of pipe = 1200 mm t is the thickness of pipes - 80 mm
G gap between two rows = Key 300 mm Bed Width at Junction = 2x1200+2x2x80+(2-1)x300=
3020 mm
Page 3
11 length of Head wall = TBL-CBL and GL-CBL which ever is more shy
1522 m 4 x (TBL - CBL) or (GL-CBL) + BW at Junction + 2 x Key =
4x(645971-644449)+3020+2x300= 9709 mm
12 length of Stauch wall = nXd+2xnxt+(n-1)xGap + 2 x Key
3620 mm 13 length of Transition - Splay 1 10
(bed width of junction - Bed width of canal)2 x 10 = (3020-900)2x10
10600 mm 14 Controlling levels
Pipe Invert level = CBl = 644449 m Natural Surface Level = G L = 645971 m Top of the Bank Level = TBL = 645399 m Top of the pipe Level - CBL + d + t =
645729 m Min Murum Cover = 34 x d = 450 mm Wearing coat = 100 mm Top of Road level = 646279 mm
Slope for joining GL to Road formation LevI 1 in 30 Difference between Road and Ground Levels = Road Level - GL =
0308 0308 m Length of Connection bet Road amp Ground Level 0
Min Murum Bedding = 12 x d = 0 mm Bottom of Pipe Level = 644369 m Staunch Wall Foundation Level 300 mm below murum filling = 0 mm Staunch Wall Foundation = 644369 m Staunch Wall top width = 200 m Staunch Wall foundation width = 500 m foudation depth= 150 m Head wall foundation shyHeight of Foundation below the
Bottom of Pipe = 300 mm Foundation Depth = 300 mm Head Wall Foundation Level = 643769 m Top of Head wall = 646779 m 500 mm above Road Level incl 150 mm coping Top Width of Head wall = 600 mm With 750 x200 x 150 guard Stone 1Pillars Foundation Projection = 300 mm
mm
Page 4
0308
15 Stability Analysis of Head Wall
Guad Stones 2000 mm 750 X 200 X 150 mm
646779 I
646279 Road Format I
NSL
I I
645971
I2710 --------1-----------------middot2210
I ICBL 644449 I I I
A 1720 300 Ipa x Rx 21 644069 bull I 09476
300 643769 IB
2920
BaseWidth Moments about A RL 644069 m b= 232
Particulars Force r - - - L Arm I Moments -----------------------------------r------------ --------------------r---------
H V + ve - ve
middotmiddot -------------I------------+------------t------------ -------------------+----------------I---------------t-------------1-----------shy
W3 I 172 221 21 050 399 175 6971
1385 257 16933 232
19253 X = 1 = 139
a) B3 = 0773333 TRUE 1546667 2b3= Design OK e = b2 - x = -023 023
b) P max = Wb x (1+ (6xe I braquo = 9519 Design OK within SBCapacity c) P min = Wb x (1- (6xe 1braquo = 2418 Design OK Possitive Value to P min d) Factor of safety against overturnir 15
FS sliding =IM + ve 1 IM - ve = 25290752 = 729992952 Design O K
e) Factor of safety against sliding = 15 FS sliding =IM + ve 1 IM - ve = x I WI I V =
0333 x 2062 1562 = 1795727182 Design O K
Page 5
Base Width Moments about B RL 643769 m B= 292
Particulars L Arm Moments ------------------------------------------- ----- --------_-------- --------------- --------------- ---__------ -_ _-------shyH V + ve va _----------i------------+------------t------------ ---------------- -------shy
W1 06 271 24 1 390 06 2341 ------------l--------------------------T------------ ------------------------------------T---------------r-----------------------shy
W2 172 221 24 050 456 147 6721
r W5 03 292 24 1 210 146 3070 middot middotmiddotmiddot middot
------------1------------------------------------
27335 X = I = 1714
a) B3 = 0973333 TRUE 1946667 2b3= Design OK e = b2 - x = -0254 0254
b) P max = Wb x (1+ (6xe I b)) = 8313 Design OK within SBCapacity c) P min = Wb x (1- (6xe I b)) = 2611 Design OK Possitive Value to P min d) Factor of safety against overturnir 15
FS sliding + ve I - ve = 25290752 = 760 Design O K
e) Factor of safety against sliding = 15 FS sliding + ve I - ve = x r W I V =
0333 x 2062562 = 1676613472 Design O K
Sectional Eaglll bull er Vjani Canal No KUeHl
Page 6
I LEAD S TAT E MEN T (km-4) Name of worrk Construction of VRB Of Hiware Walekhindi Dv ch3630--m
km-4 - As per B ampC DSR 2008-09
Sr No Material Sources Lead in KM Total Net Lead Charges
Initial Lead Charges
Unit
1 Sand Balundgi 72 80712 12964 67748 Cum
2 Metal Revnal 24 33284 12964 20320 Cum
3 Cement Jath 22 22179 9260 12919 MT
4 Rubble Local 100 7876 12964 000 Cum
5 Steel Jath 22 22179 9260 12919 MT
6 Water Local 5 8642 8642 000 1000 Ltr
7 Murum Local 2 000 000 000 Cum
8 Pipe
Miraj 72 13773 2212 11561 Cum600rnm
9 Pipe
Miraj 72 26904 4321 22583 Cum800mm
10 Pipe
Miraj 72 26904 4321 22583 Cum900mm
11 Pipe
Miraj 72 26904 4321 22583 Cum1000mm
12 Pipe
Miraj 72 80713 12964 67749 Cum1200mm
Royalty Charges 3534 -3534 Increase in Cost of 11
Cement bullbull
Head Lead for 100 m 1585 Lead for 500 m 3297 Lead for 30 m 610
Loading amp Unloading 5335 MT
2100 30716 8946 21770 Rubble For Structure Local
ement Lead Charges 1KM 363 Initial Lead for Water 1166
1) Certified that the lead charges for different materials are as per for super Passage at ch 45460 statement (vide letter CE (SP) 1CE-4Jath Canal62591 I 2) Certified that the lead charges for different materials are as per approved lead for super Passage at ch 45460 statement (vide letter SE KKLlPC sanglil PB - 41 Jath lead4199 1Dt03092005) 3) Certified that the sufficient quantity of material will be availabel from quarries
UPrepared By al bullbullr
Sub
ound Correct U D Kande
Pune
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
Superintending Engineer
Krishna Koyna Lift Irrigation Project Circle
SangIi
RATE ANALYSIS No1
ITEM No1 shyExcavation for foundation in earth soil of all types sand gravel and soft murum including removing the excavated material upto a distance of 50 m Beyond the building area amp stacking and spreading as directed dewatering preparing the bed for foundation and necessary back filling ramming watering including showing and strutting etc complete
1) Basic Rate Rs 9000 Cum (PWD DSR 2008-09 PND 175 I no 1 )
Total RS 9000 SayRs Cum
Prepared By Cor ct
U D Kande Pune Sub
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
RATE ANALYSIS No 2
ITEM No2 shyExcavation for foundation in hard nurum including removing the excavated matrial upto a distrance of 50 m
Beyond the buildind area amp stacking and spreading as directed dewatering preparing the bed for foundation and necessary back filling ramming watering including shoring and strutting etc complete
1) Basic Rate (PWD DSR 2008-09 PND 175 I no
2)
Rs 10200 Cum
Total RS SayRs
10200 Cum
Prepared By Technically Checked Found Correct
Sub Divisional Engineer Ujjani Canal Sub-Division No33
Kuchi
U D Kande
Pune
Mhaisal Pump House Dn No2 Sangli
RATE ANALYSIS No3 ITEM No3 shyExcavation for foundation in soft rock and old cement and lime masonary foundation including removing the excavated material upto a distrance of 50 m Beyond the building area amp stacking and spreading as directed dewatering preparing the bed for foundation and necessary back filling with available earth murum ramming watering including shoring and strutting etc complete
1) Basic Rate Rs 22500 Cum (PWD DSR 2008-09 PNG 175 I no 4)
Total Rs 22500 SayRs _ Cum
Technically Checked ampPrepared By Cr c
u D Kande
Pune Sub Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2
Kuchi Sangli
I
I
RATE ANALYSIS No4 ITEM No4 shyExcavation for foundation in hard rock by blasting including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within distrance of 50 m From building area including dewatering and back filling with available earth murum ramming watering etc complete
1) Basic Rate Rs 36000 Cum (PWD DSR 2008-09 PND I no 5)
Total Rs 36000 SayRs Cum
Prepared By fcchnicaHy Checked amp found Correct
u D Kande Pune Sub Divisional Engineer Exec ive Engineer
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
l
RATE ANALYSIS No6
ITEM No6 shyProviding and laying M-15 RCC of trap granite quartzite gneiss metal for cast in situ piers abutments returns wings etc including compacting by vibrating and including formwork and bailing out water
1) Basic Rate Rs 320000 Cum (PWD DSR 2008-09 PNO 181 I no 37)
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Metal 09 09 Cum 20320 18288
2) Sand 045 045 Cum 67748 30487
3) Cement 0295 0295 MT 12919 3811 Total Rs 52586
Additional Royalti Charges For Sand 045 10600 477
Additional Royalti Charges For Metal 09 3534 3181
Total Rs 380536
Add 050 VAT 1903
Total Rs 382439
Say Rs I I
ctl_E t
Technically Checked IPrepared By Correct
UDKande Pune Sub
Djjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
l
i
RATE ANALYSIS No7
ITEM Providing and laying in situ CC M-I0l36 of trap granite quartzite gneiss metal foundation including necessary bailing out water compacting and curing (including form work centering and excluding dewatering by pump) etc complete
1) Basic Rate Rs 284635 Cum (PWD DSR 2008-09 PND 176 I no 15)
Add lead charges
Material Qty Qty for item Unit Charges Amount
1) Metal 094 094 Cum 20320 19101
2) Sand 047 047 Cum 67748 31842
3) Cement 02025 02025 MT 12919 2616
Total Rs 53558
Additional Royalti Charges For Sand
Additional Royalti Charges For Metal
Add 050 VAT
cbullbullbullEbullbullmiddotbull
Prepared By
U D Kande
Pune Sub Ujjani Canal Sub-Division No33
Kuchi
047 10600 4982
094 3534 3322
Total Rs 346497
1732
Total Rs 348230
SayRs I Cum -
rcchnlcally rhecKed amp Quod Correct
Mhaisal Pump House Dn No2 Sangli
l
RATE ANALYSIS 9
ITEM No9 shyProviding and cutting bending hooking laying in position and tieing HYSD steel bar for reinforcement as per detailed drawings for all RCC works
Rate Analysis For Basic Rate Of Steel
Ref Procedure Adopted As Per sanction Estimate No 22309 by CE(SP)Pune
1) Labour Charges ( PWD SOR 2008-09PNO 182 I no 44 )
Rs 264200 1Cum
Basic Rate as per SEPWDPune Letter No 2332 at 30312010 is Rs 37000 1shy
2) Material 1) Steel 105 3700000 38850
2) Binding Wire 4 KgMT 48 19200
3) Initial Lead 105 926 Total
9723
3913923
Add Sundries Add Overheads
05
10
Total
19570 391392
IMTTotal Rate l5~~middot ershy4 6 1MT
12919Add Lead Charges For Steel 1 MT 12919
Total Rate
Add VAT 05 2 CC
n scu r
Prepared By
UD Kande
Pune Sub Ujjani Canal Sub-Division No33
Kuchi
Say Rs 1MT
Mhaisal Pump House Dn No2
Sangli
Qund Correct
Total Rate
-
RATE ANALYSIS 10
ITEM No 10 shyProviding selected hard murum filling including layng in layers of 15 em to 20 em watering and compacting etc complete
1) Basic Rate Rs 19000 Cum (PWD SOR 2008-09 PNO 173 I no 10 )
Add Royalty Charges For Murum 3534 3534 Total Rate 22534
Add VAT 05 113
Total Rate 22647
Say Rs 22645 Cum bulla EI
Prepared By
found Correct
UDKande Pune Sub Divisional Engineer
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
i
RATE ANALYSIS 17
ITEM No 17 -Prividing and laying cement concrete pipe ofLS NP2 900 rom in proper line level and slope including providing amp fixing collars in cement mortar 12 etc complete
1) Basic Rate Rs 203500 Rmt ( PWD SOR 2008-09 PNO 172 I no 6d )
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Supply Of Pipe 1 1 M 22583 22583 2) Sand 00021 00021 Cum 67748 142 3) Cement 00016 00016 MT 12919 021
Total Rs 22746
Add Royalty Charges For Sand 106 00021 022
Total Rs 226268
Add VAT 05 1131 Total Rs 227400
Say Rs I 227400 i
I Rmt
Sctlo1
-rnmd CorrectPrepared By
D Kande I Pune Sub Executive Engineer
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
Superintending Engineer
KKLIRRProject Circle Sangli
RATE ANALYSIS 19
ITEM No 19 -Prividing and laying cement concrete pipe of1S NP2 1200 mm in proper line level and slope including providing amp fixing collars in cement mortar 12 etc complete
1) Basic Rate Rs 325000 Rmt ( PWD SOR 2008-09 PNO 172 I no 6f )
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Supply Of Pipe 1 1 M 67749 67749 2) Sand 00044 00044 Cum 22583 099 3) Cement 00032 00032 MT 67748 217
Total Rs 68065
Add Royalty Charges For Sand 106 00044 047
Total Rs 393112
Add VAT 05 1966 Total Rs 395077
Prepared By s hecked
SayRs 395075 I Rmt
U D Kande
Pune Sub
Pound Correct
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
Superintending Engineer
KKLIRRProject Circle Sangli
Name of worrk constrr of SH Road Crossing Of Hiware Dy ch3630--m
gt1
BL
13700 )1 n COPING M-15 20 rso x iso
D size I eoo I I I III
646629 1
eaee soc130 SLOPE JOINING IP AT TBl
SR
644069
643769 644069
643769
STAUNCHWALL SECTIONOF HEAD WALL
SECTION AT A - A
o -e-
o GL 645971 o
o
U o w Z
0
rn( oB
300
GUARD STONE OF 750 X 200 X 150 ------- g r I I-- - _ __ _
I 0 I I I I I
I I I I ISL 64520 SPLAY 1 in 10
I I I I I I
I I I I I I I I
I I I I I 1111 I I I I
CANAL FLOW I 1 1 I I I I
I
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I _ I I
I I I bull o ----- ----
toaccommodate SR amp IPlevels I
0
Sub-PLAN
Ujani Canal Sub-Dv No 33 bullbullbullbull EI KUeHl
TRIAL PIT DATA oarGL
osaon
t oz
152
0680
I 0
Z 0
0 W
11 z 0
w 0 gt
WZ
0 u
I
--
h
~ ~ I IbIIII
bb ob
b6)
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ob b
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IJ
ame of work Construction of VRB at Ch Hivare - Walekhindi Dy Km NO4
SUB-ESTIMATE -2 (DIVERSION) ABSTRACT
Description Rate I UnitQuantity I Unit Amount
4500ICum
25920ICum
Item No1shyProvding earthwork for embankment Withl approved materials obtained from departmental land and other source including all lifts and leads laying in layers of 20 centimetre to 30 centimetre thickness breaking clods dressing to the required lines curves grades and sections compacting with power roller completeI(Rate Analysis No1) Item No2shySupplying 60 rnilimetre trap stone over metal at the side inclduing conveying stacking complete by blasting
I(Rate Analysis No2) Item No3shySupplying 40 milimetre trap stone metal dl~cum
broken at the side including conveying and stacking complete by blasting
I(Rate Analysis No3) Item No4-Supplying hard murum at the side including conveying and stacking complete I(Rate Analysis No4)
~
Item No5shySupplying soft murum at the rod side conveying and stacking complete
I(Rate Analysis No5) Item No6shySpreading130 milimetre metal including sectioning complete (DSR Rate 2008-09 Add Vat 050
1800t
Total Rs Say Rs 1810
Item No7shySpreading milimetre rnetal including sectioning complete (DSR Rate 2008-09 51148) 18 Add Vat 050 009
Total Rs 1809 Say Rs 1810
I I Description Rate I Unit AmountQuantity I Unit
Item No8shySpreading hard murum on the19500ICum formation over the road formation for side width and oversize metal includign sectioning etc compelte (DSR Rate 2008-09 Add Vat 050 006
Total Rs 1106 Say Rs 1105
Item No9shy1620ICum Spreading blindage of soft murum over
the water bound macadam surface etc complete (DSR Rate 2008-09 50149) 11Add Vat 050 006
Total Rs Say Rs
Item No10-48600ISqm Compacting the sub grade 1 gravel 1
over size metal ( 200 milimetre loose) tgt layer with power roller including
necessary labour material and artifical waterino complete (DSR Rate 2008-09 75 Add Vat 050
Total Rs 754 Say Rs
Item No11-45000ISqm Compacting the sub grade 1 gravel 1
over size metal ( 100 milimetre loose) - layer with power roller including necessary labour material and artifical waterinq complete (DSR Rate 2008-09 Add Vat 050 003
Total Rs 653t Say Rs 655
Item No12-45000ISqm Compacting the hard murum size width
layer on each side with power roller
including arthficial watering complete
(DSR Rate 2008-09 60149) 24I
Add Vat 050 001 Total Rs
Say Rs Total Rs
215500
I
~ U Ujani Canal Sub-Dv No 33
Narne of work Construction of VRB at Ch of Hivare - Walekhindi Dy Km No4
SUB-ESTIMATE -2 (DIVERSION)
MEASUREMNT No Length Breadth Height Quantity
Item No1-Provding earthwork for embankment with approved materials obtained from departmental land and other source including all lifts and leads laying in layers of 20 centimetre to 30 centimetre thickness breaking clods dressing to the required lines curves grades and sections compacting with power roller complete
DIVERSION 1 x 810 + 1150 x 075 = 88200 Cum 2
Item No2shySupplying 60 milimetre trap stone over size metal at the rod side inclduing conveying and stacking complete by blasting
DIVERSION 1 x 120 x 405 x 020 = 9720 Cum
Item No3shySupplying 40 milimetre trap stone metal hand broken at the rod side including conveying and stacking complete by blasting
DIVERSION 1 x 120 x 375 x 010 = 4500 Cum
Item No4shySupplying hard mururn at the rod side including conveying and stacking complete
SIDE WITH 1875 + 2175 2 =2025 2 x 120 x 2025 x 020 = 9720 SIDE WITH 1875 + 2175 2 =2025 2 x 120 x 2025 x 020 = 9720
13 Qty(9720 + 9720) = 6480
25920 Cum
Item No5shySupplying soft murum at the rod side including conveying and stacking complete
14 Qty of 6480 1620
1620 Cum
Item No6shySpreading 60 milimetre metal including sectioning complete
Qty as per Item NO3 1 x 195 = 195 Cum ( 9750 + 9750)
Item No7shySpreading 6040 milimetre metal including sectioning complete
Qty at per Item No4 9720 + 9720 x 1 = 6480 Cum 3
Item No8shySpreading hard rnurum on the rod formation over the road formation for side width and oversize metal includign sectioning etc compelte
Qty as per Item NO4 1 x 195 = 195 Cum ( 9750 + 9750)
Item No9shySpreading blindage of soft murum over the water bound macadam surface etc complete
Qty as per Item No5 1 x 1620 = 1620 Cum
Item No10shyCompacting the sub grade gravelover size metal ( 200 milimetre loose) layer with power roller inclUding necessary labour material and artifical watering complete
DIVERSION 1 x 120 x 405 = 48600 Sqm
Item No11shyCompacting the sub grade gravelover size metal ( 100 milimetre loose) layer with power roller including necessary labour material and artifical watering complete
APPROACH 1 x 120 x 375 = 45000Sqm
Item No12shyCompacting the hard murum size width layer on each side with power roller including arthficial watering complete
2 x 120 x 1875 = 45000Sqm
Name of work Construction of VRB at Ch Hivare - Walekhindi Dy Km No4
3
RATE ANALYSIS No1
Item No1-
Provding earthwork for embankment with approved materials obtained from
departmental land and other source including all lifts and leads laying in layers of 20
centimetre to 30 centimetre thickness breaking clods dressing to the required lines
curves grades and sections compacting with power roller complete
1) Completed item rate as per DSR 2008-09 Item No 29 -Page No
2) Add VAT 045 Cum
Total Rate
Say Rate Cum
Vjani Canal Sub-Dv No 33 KUCHI
Technically Checkell
found Pum
No2
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No2
Item No2shy
Supplying 60 milimetre trap stone over size metal at the rod side inclduing conveying and stacking complete by blasting
1) Completed item rate as per DSR 2008-09 16500 Cum Item No 41 Page
2) Additional lead charges for 60 mm metal for 24 Km For 25 For 20 Diff For 5 Km for 1 Km -For 24 Km -
bullbull -Deduct initial lead 12- - 12964
Net Lead =
20322 = 20322 x 1 =
Total _
2) Add VAT 050
Total Rate
Say Rate
Technically CanalSub-Dv No 33 ampfoundcorrecl KUCHl _
SPKulkarnI Pump House SecLEngr(II)
No2
Name of work Construction of VRB at Ch Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No3
Item No3shy
Supplying 40 milimetre trap stone metal hand broken at the rod side including conveying and stacking complete by blasting
1) Completed item rate as per DSR 2008-09 17500 I Cum Item No 43 Page No 147
2) Additional lead charges for 60 mm metal for 24 Km For 25 For 20 Diff For 5 Km for 1 Km
For 24 _ - Deduct initial lead 1291gt4 V
Net Lead =
- x = 1
Total Cum
2) Add VAT 050 Cum
f
Total Rate Cum
Say Rate Cum
UjaniCanalSub-Dv No 33 KUeHl
TechnIcally Checked amp correct
SPKulkarni SectEngr(H) Pump House
No2 Sangli
Narne of work Construction of VRB at Ch of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No4
Item No4shy
Supplying hard rnurum at the rod side including conveying and stacking complete
raquo 1) Completed item rate as per DSR 2008-09 7300 Cum
Item No No
--omiddot---middotmiddotmiddotmiddotmiddot--middotmiddot-middotmiddotmiddot-middot----- 2) Additional lead charges for Murum for
x 1 bull _ Cum bullbullbullbull bull bullbull - bull
Total Cum
2) Add VAT 050 Cum
Total Rate I Cum
Say Rate
UjaniCanal Dv No KUeHl
TechnIcally Checked found correct
SectEng r(II) Pump House
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No5
Item No5shy
Supplying soft murum at the rod side including conveying and stacking complete
1) Completed item per DSR 2008-09 7000 Cum Item No 46 Page No
=
Total I Cumr 2) Add VAT 050 - Cum
Total Rate I Cum
SayRate
Ujani CanalSub-De No 33 KUeHl
Executive Engineer MhaisalSctEngr(II)
n
2)
bull __
Additional lead charges for Murum for 2 Km
Tecllnlcllly Checked
bullKulkarni
__
-
1h -
Itz b bull bull
bull
___ _
-J
I J
I _T _
Item no 4 Excavation for foundation in hard rock by blasting including trimming and levelling the bed
by chiselling where necessary and removing the excavated material and stacking it in
measurable heaps within distrance of 50 m From bUilding area including dewat
Upstream amp Downstream Head Wall = 2 1031 292 1852 5575 Cu
Staunch Wall= 2 392 05 0000 000
Pipe Trench 1 1370 302 0000 000 Curr Total
m
059
903 Cu0300
030005
292
392
1031
2Staunch Wall=
Item no 5 Providing and laying in situ CC M-l0136 oftrap granite quartzite gneiss metal foundation including necessary bailing out water compacting and curing (including form work centering and excluding dewatering by pump) etc complete
Upstream amp Downstream Head Wall = 2
Total 962
m
Item no 6 Providing and laying M-15 RCC of trap granite quartzite gneiss metal for cast in situ piers abutments returns wings etc including compacting by vibrating and including formwork and bailing out water
Ups ampDs Head Wall Vertical 2 971 060 035 408 Curr
Ups ampDs Head Wall Sloping 2 971 146 221 6265 Curr Around Pipe (Credal Concrete 1 1201 158 158 2998 Curr Parapet Wall= 2 971 030 015 087
Total = 97589 Cun DEDUCTIONS
Pipe In Wall 2 084 121 -204 Curr
Pipe 1 1201 121 -1450 Curr
I Total = 81053 Cun
Item no 7 Providing and cutting bending hooking laying in position and tieing HYSD steel bar for reinforcement as per detailed drawings for all RCC works
Ups ampDs Head Wall Vertical 2 971
Ups ampDs Head Wall Sloping 2 971
035
221
000
000
680 Sqn
I 4291 Sqn
I
I
I
I I I
Around Pipe (Credal Concrete 1 1201 158 1898 Sqn Parapet Wall= 2 971 030 015 583 Sqn
I Total Are 67716 Sqn
Qty of Steel Surface Area x 62kg I sqm Provide 10mm dia 200mm cc
= 67716 x 5 kglsqm = 33858 kg = 0339 MT =
Item no 8 Providing selected hard murum filling including layng in layers of 15 ern to 20 ern watering and compacting etc complete
Above TBl A Back Ftal Excavatical Conc Qnty+PipeArea) 33425 Curr Up To Gl B Murum 264 044
above 1X12X43XO9 4644 Total 7987
Item no9 Prividing and laying cement concrete pipe ofLS NP2 1200 mm in proper line level and slope including providing amp fixing collars in cement mortar 12 etc complete I
2 14
Total
274 RM
274
bullbullbullr
I VCaual
KUCHl
(
Name of worrk Construction of SH Road Crossing Of Hiware Walekhindi Dy ch3630-middotm
SrNo ittem Quantity
4 Bed Level BL m 644449
8 S1 m 1 1500
12 iNatural Surface Level NSL m 645971
2 of crossinn m 60middotmiddotmiddotmiddot middot middot middot r middotmiddotmiddot middotmiddotmiddotmiddot middotmiddotmiddotmiddot r middotmiddotmiddotmiddotmiddotmiddotmiddot middotmiddotmiddotmiddot middotmiddotmiddotmiddotmiddot middot
6 Bearino TMA2 20bullbull bullbullbullbullbullbullbullbullbull bullbull middotmiddotmiddotmiddotmiddot middot middot middot middotmiddotmiddotmiddot middotmiddotmiddotmiddot middot middot middot middot middotmiddotmiddotmiddotmiddot
Soil Strata I Trial Pit Results 1 Depth of Soft soil m o 2 Depth of Hard murum m 015 3 Depth of Soft Rock m 02 4 Depth of Hard Rock m 1852
Page 1
01 DESIGN 1 Assume a pipe diamter = D = 1200
TT= 314 Area of Pipe = TT 14 x D 2 =
3144x(12001000)2 113 sq m FSD 075 m Use Two pipes to carry total discharge
c r= r- hd = 450
600 h=thd = 150-- 0
FSD = 750
Sin a = Perpendicular 1hypoteneus= hd 1r = 025 Sin a = 025 Hence a = 959 degree
180-2xa= 16082 Length of Segment BCD = L = x TT x r 1180 =
L= 16082x314x600180 0842 m
Area of segment above FSD = Area of BCD = L x h x 23 = 0842x450x23= 0253 sq m
Total Area upto FSD = Area of pipe - Area of segment upto FSD = 11304-0253= 08774 sq m
Since we are using two pipes n = 2 Total Area up to FSD = 17548 sq m
02 Calculate the Afflux Afflux = V21788 + 001524) x [(A2a 2)-1]
10521788+001524)x(A2a2)-1middot= A = area of flow of canal = (2x15xO75+09)+09)2xO75=
A = 1519 sq m a = area of pipe upto FSD = 1755 sq m
Afflux = 0077 x -0251 -0019 m -19 mm
03 Find area and Wetted perimeter for FSD plus Afflux h = New FSD 075+-0019= 0731 m hd = 368-300 = 131
Sin a = Perpendicular 1hypoteneus= hd 1r = 0218333 Hence a = 131 degree
Angle = 180 - 2 x a = 1538 Length of Segment BCD = L = x TT x r 1180 =
L = 1538x314x1180 0805 m
Area of segment above FSD = Lx h x 23 = h = 300 - 68 = 232 m
Area of segment above FSD = 0805x2321000x23= 0125 sq m
Page 2
04 Area of segment below FSD =Area of Pipe less area above segment 11304-0125=
10054 sq m For Two pipes Area = 20108
05 Perimeter =Cir Of Pipe less Length of chord L of segment above FSD Perimeter = 314x120011000-0805=
1884 minus 0805 = 1079 m For Two pipes Perimeter = 2158 m
06 R = AlP 0931789 m 07 Number of rows n Two 2 08 Velocity through pipe = q 1a X 2 =
0791 msec 09 Calculation of Losses in the Structure shy
Head loss at entry h1 = Cdx(v22-v)2xg=
Cd = 05 V2 = 0791 rnsec V1 = 105 msec
h1 = 05x(0791 2-1052)(2x981)= -0012 m
Head Loss at Exit =h2 = 2 x h1 = -0024 m Frictional Loss in Pipe
hf = Lx (QCr) 181 199462 x d 481 = Where L = 5 m Q = 0151 cumec Cr = 065 for RCC pipesand D = 0900 m hf = 5 x (0151065) 181 199462 x (060) 481 = hf= 0005 m Losses are worked out for one pipe Since we are using two pipes the losses shall be doubled Total Loss = 2 x (h1 + h2 + hf) = -0062 m
Actual provided 0 mm Loss due to structure = -62 mm Afflux due to structure = -19 mm Since both Afflux amp Head Loss are negligible Hence it is ok
10 Bed Width at Junction = n x d + 2 x n x t + (n-1) x Gap= Where n is rows of pipes = 2 no
dis dia of pipe = 1200 mm t is the thickness of pipes - 80 mm
G gap between two rows = Key 300 mm Bed Width at Junction = 2x1200+2x2x80+(2-1)x300=
3020 mm
Page 3
11 length of Head wall = TBL-CBL and GL-CBL which ever is more shy
1522 m 4 x (TBL - CBL) or (GL-CBL) + BW at Junction + 2 x Key =
4x(645971-644449)+3020+2x300= 9709 mm
12 length of Stauch wall = nXd+2xnxt+(n-1)xGap + 2 x Key
3620 mm 13 length of Transition - Splay 1 10
(bed width of junction - Bed width of canal)2 x 10 = (3020-900)2x10
10600 mm 14 Controlling levels
Pipe Invert level = CBl = 644449 m Natural Surface Level = G L = 645971 m Top of the Bank Level = TBL = 645399 m Top of the pipe Level - CBL + d + t =
645729 m Min Murum Cover = 34 x d = 450 mm Wearing coat = 100 mm Top of Road level = 646279 mm
Slope for joining GL to Road formation LevI 1 in 30 Difference between Road and Ground Levels = Road Level - GL =
0308 0308 m Length of Connection bet Road amp Ground Level 0
Min Murum Bedding = 12 x d = 0 mm Bottom of Pipe Level = 644369 m Staunch Wall Foundation Level 300 mm below murum filling = 0 mm Staunch Wall Foundation = 644369 m Staunch Wall top width = 200 m Staunch Wall foundation width = 500 m foudation depth= 150 m Head wall foundation shyHeight of Foundation below the
Bottom of Pipe = 300 mm Foundation Depth = 300 mm Head Wall Foundation Level = 643769 m Top of Head wall = 646779 m 500 mm above Road Level incl 150 mm coping Top Width of Head wall = 600 mm With 750 x200 x 150 guard Stone 1Pillars Foundation Projection = 300 mm
mm
Page 4
0308
15 Stability Analysis of Head Wall
Guad Stones 2000 mm 750 X 200 X 150 mm
646779 I
646279 Road Format I
NSL
I I
645971
I2710 --------1-----------------middot2210
I ICBL 644449 I I I
A 1720 300 Ipa x Rx 21 644069 bull I 09476
300 643769 IB
2920
BaseWidth Moments about A RL 644069 m b= 232
Particulars Force r - - - L Arm I Moments -----------------------------------r------------ --------------------r---------
H V + ve - ve
middotmiddot -------------I------------+------------t------------ -------------------+----------------I---------------t-------------1-----------shy
W3 I 172 221 21 050 399 175 6971
1385 257 16933 232
19253 X = 1 = 139
a) B3 = 0773333 TRUE 1546667 2b3= Design OK e = b2 - x = -023 023
b) P max = Wb x (1+ (6xe I braquo = 9519 Design OK within SBCapacity c) P min = Wb x (1- (6xe 1braquo = 2418 Design OK Possitive Value to P min d) Factor of safety against overturnir 15
FS sliding =IM + ve 1 IM - ve = 25290752 = 729992952 Design O K
e) Factor of safety against sliding = 15 FS sliding =IM + ve 1 IM - ve = x I WI I V =
0333 x 2062 1562 = 1795727182 Design O K
Page 5
Base Width Moments about B RL 643769 m B= 292
Particulars L Arm Moments ------------------------------------------- ----- --------_-------- --------------- --------------- ---__------ -_ _-------shyH V + ve va _----------i------------+------------t------------ ---------------- -------shy
W1 06 271 24 1 390 06 2341 ------------l--------------------------T------------ ------------------------------------T---------------r-----------------------shy
W2 172 221 24 050 456 147 6721
r W5 03 292 24 1 210 146 3070 middot middotmiddotmiddot middot
------------1------------------------------------
27335 X = I = 1714
a) B3 = 0973333 TRUE 1946667 2b3= Design OK e = b2 - x = -0254 0254
b) P max = Wb x (1+ (6xe I b)) = 8313 Design OK within SBCapacity c) P min = Wb x (1- (6xe I b)) = 2611 Design OK Possitive Value to P min d) Factor of safety against overturnir 15
FS sliding + ve I - ve = 25290752 = 760 Design O K
e) Factor of safety against sliding = 15 FS sliding + ve I - ve = x r W I V =
0333 x 2062562 = 1676613472 Design O K
Sectional Eaglll bull er Vjani Canal No KUeHl
Page 6
I LEAD S TAT E MEN T (km-4) Name of worrk Construction of VRB Of Hiware Walekhindi Dv ch3630--m
km-4 - As per B ampC DSR 2008-09
Sr No Material Sources Lead in KM Total Net Lead Charges
Initial Lead Charges
Unit
1 Sand Balundgi 72 80712 12964 67748 Cum
2 Metal Revnal 24 33284 12964 20320 Cum
3 Cement Jath 22 22179 9260 12919 MT
4 Rubble Local 100 7876 12964 000 Cum
5 Steel Jath 22 22179 9260 12919 MT
6 Water Local 5 8642 8642 000 1000 Ltr
7 Murum Local 2 000 000 000 Cum
8 Pipe
Miraj 72 13773 2212 11561 Cum600rnm
9 Pipe
Miraj 72 26904 4321 22583 Cum800mm
10 Pipe
Miraj 72 26904 4321 22583 Cum900mm
11 Pipe
Miraj 72 26904 4321 22583 Cum1000mm
12 Pipe
Miraj 72 80713 12964 67749 Cum1200mm
Royalty Charges 3534 -3534 Increase in Cost of 11
Cement bullbull
Head Lead for 100 m 1585 Lead for 500 m 3297 Lead for 30 m 610
Loading amp Unloading 5335 MT
2100 30716 8946 21770 Rubble For Structure Local
ement Lead Charges 1KM 363 Initial Lead for Water 1166
1) Certified that the lead charges for different materials are as per for super Passage at ch 45460 statement (vide letter CE (SP) 1CE-4Jath Canal62591 I 2) Certified that the lead charges for different materials are as per approved lead for super Passage at ch 45460 statement (vide letter SE KKLlPC sanglil PB - 41 Jath lead4199 1Dt03092005) 3) Certified that the sufficient quantity of material will be availabel from quarries
UPrepared By al bullbullr
Sub
ound Correct U D Kande
Pune
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
Superintending Engineer
Krishna Koyna Lift Irrigation Project Circle
SangIi
RATE ANALYSIS No1
ITEM No1 shyExcavation for foundation in earth soil of all types sand gravel and soft murum including removing the excavated material upto a distance of 50 m Beyond the building area amp stacking and spreading as directed dewatering preparing the bed for foundation and necessary back filling ramming watering including showing and strutting etc complete
1) Basic Rate Rs 9000 Cum (PWD DSR 2008-09 PND 175 I no 1 )
Total RS 9000 SayRs Cum
Prepared By Cor ct
U D Kande Pune Sub
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
RATE ANALYSIS No 2
ITEM No2 shyExcavation for foundation in hard nurum including removing the excavated matrial upto a distrance of 50 m
Beyond the buildind area amp stacking and spreading as directed dewatering preparing the bed for foundation and necessary back filling ramming watering including shoring and strutting etc complete
1) Basic Rate (PWD DSR 2008-09 PND 175 I no
2)
Rs 10200 Cum
Total RS SayRs
10200 Cum
Prepared By Technically Checked Found Correct
Sub Divisional Engineer Ujjani Canal Sub-Division No33
Kuchi
U D Kande
Pune
Mhaisal Pump House Dn No2 Sangli
RATE ANALYSIS No3 ITEM No3 shyExcavation for foundation in soft rock and old cement and lime masonary foundation including removing the excavated material upto a distrance of 50 m Beyond the building area amp stacking and spreading as directed dewatering preparing the bed for foundation and necessary back filling with available earth murum ramming watering including shoring and strutting etc complete
1) Basic Rate Rs 22500 Cum (PWD DSR 2008-09 PNG 175 I no 4)
Total Rs 22500 SayRs _ Cum
Technically Checked ampPrepared By Cr c
u D Kande
Pune Sub Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2
Kuchi Sangli
I
I
RATE ANALYSIS No4 ITEM No4 shyExcavation for foundation in hard rock by blasting including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within distrance of 50 m From building area including dewatering and back filling with available earth murum ramming watering etc complete
1) Basic Rate Rs 36000 Cum (PWD DSR 2008-09 PND I no 5)
Total Rs 36000 SayRs Cum
Prepared By fcchnicaHy Checked amp found Correct
u D Kande Pune Sub Divisional Engineer Exec ive Engineer
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
l
RATE ANALYSIS No6
ITEM No6 shyProviding and laying M-15 RCC of trap granite quartzite gneiss metal for cast in situ piers abutments returns wings etc including compacting by vibrating and including formwork and bailing out water
1) Basic Rate Rs 320000 Cum (PWD DSR 2008-09 PNO 181 I no 37)
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Metal 09 09 Cum 20320 18288
2) Sand 045 045 Cum 67748 30487
3) Cement 0295 0295 MT 12919 3811 Total Rs 52586
Additional Royalti Charges For Sand 045 10600 477
Additional Royalti Charges For Metal 09 3534 3181
Total Rs 380536
Add 050 VAT 1903
Total Rs 382439
Say Rs I I
ctl_E t
Technically Checked IPrepared By Correct
UDKande Pune Sub
Djjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
l
i
RATE ANALYSIS No7
ITEM Providing and laying in situ CC M-I0l36 of trap granite quartzite gneiss metal foundation including necessary bailing out water compacting and curing (including form work centering and excluding dewatering by pump) etc complete
1) Basic Rate Rs 284635 Cum (PWD DSR 2008-09 PND 176 I no 15)
Add lead charges
Material Qty Qty for item Unit Charges Amount
1) Metal 094 094 Cum 20320 19101
2) Sand 047 047 Cum 67748 31842
3) Cement 02025 02025 MT 12919 2616
Total Rs 53558
Additional Royalti Charges For Sand
Additional Royalti Charges For Metal
Add 050 VAT
cbullbullbullEbullbullmiddotbull
Prepared By
U D Kande
Pune Sub Ujjani Canal Sub-Division No33
Kuchi
047 10600 4982
094 3534 3322
Total Rs 346497
1732
Total Rs 348230
SayRs I Cum -
rcchnlcally rhecKed amp Quod Correct
Mhaisal Pump House Dn No2 Sangli
l
RATE ANALYSIS 9
ITEM No9 shyProviding and cutting bending hooking laying in position and tieing HYSD steel bar for reinforcement as per detailed drawings for all RCC works
Rate Analysis For Basic Rate Of Steel
Ref Procedure Adopted As Per sanction Estimate No 22309 by CE(SP)Pune
1) Labour Charges ( PWD SOR 2008-09PNO 182 I no 44 )
Rs 264200 1Cum
Basic Rate as per SEPWDPune Letter No 2332 at 30312010 is Rs 37000 1shy
2) Material 1) Steel 105 3700000 38850
2) Binding Wire 4 KgMT 48 19200
3) Initial Lead 105 926 Total
9723
3913923
Add Sundries Add Overheads
05
10
Total
19570 391392
IMTTotal Rate l5~~middot ershy4 6 1MT
12919Add Lead Charges For Steel 1 MT 12919
Total Rate
Add VAT 05 2 CC
n scu r
Prepared By
UD Kande
Pune Sub Ujjani Canal Sub-Division No33
Kuchi
Say Rs 1MT
Mhaisal Pump House Dn No2
Sangli
Qund Correct
Total Rate
-
RATE ANALYSIS 10
ITEM No 10 shyProviding selected hard murum filling including layng in layers of 15 em to 20 em watering and compacting etc complete
1) Basic Rate Rs 19000 Cum (PWD SOR 2008-09 PNO 173 I no 10 )
Add Royalty Charges For Murum 3534 3534 Total Rate 22534
Add VAT 05 113
Total Rate 22647
Say Rs 22645 Cum bulla EI
Prepared By
found Correct
UDKande Pune Sub Divisional Engineer
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
i
RATE ANALYSIS 17
ITEM No 17 -Prividing and laying cement concrete pipe ofLS NP2 900 rom in proper line level and slope including providing amp fixing collars in cement mortar 12 etc complete
1) Basic Rate Rs 203500 Rmt ( PWD SOR 2008-09 PNO 172 I no 6d )
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Supply Of Pipe 1 1 M 22583 22583 2) Sand 00021 00021 Cum 67748 142 3) Cement 00016 00016 MT 12919 021
Total Rs 22746
Add Royalty Charges For Sand 106 00021 022
Total Rs 226268
Add VAT 05 1131 Total Rs 227400
Say Rs I 227400 i
I Rmt
Sctlo1
-rnmd CorrectPrepared By
D Kande I Pune Sub Executive Engineer
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
Superintending Engineer
KKLIRRProject Circle Sangli
RATE ANALYSIS 19
ITEM No 19 -Prividing and laying cement concrete pipe of1S NP2 1200 mm in proper line level and slope including providing amp fixing collars in cement mortar 12 etc complete
1) Basic Rate Rs 325000 Rmt ( PWD SOR 2008-09 PNO 172 I no 6f )
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Supply Of Pipe 1 1 M 67749 67749 2) Sand 00044 00044 Cum 22583 099 3) Cement 00032 00032 MT 67748 217
Total Rs 68065
Add Royalty Charges For Sand 106 00044 047
Total Rs 393112
Add VAT 05 1966 Total Rs 395077
Prepared By s hecked
SayRs 395075 I Rmt
U D Kande
Pune Sub
Pound Correct
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
Superintending Engineer
KKLIRRProject Circle Sangli
Name of worrk constrr of SH Road Crossing Of Hiware Dy ch3630--m
gt1
BL
13700 )1 n COPING M-15 20 rso x iso
D size I eoo I I I III
646629 1
eaee soc130 SLOPE JOINING IP AT TBl
SR
644069
643769 644069
643769
STAUNCHWALL SECTIONOF HEAD WALL
SECTION AT A - A
o -e-
o GL 645971 o
o
U o w Z
0
rn( oB
300
GUARD STONE OF 750 X 200 X 150 ------- g r I I-- - _ __ _
I 0 I I I I I
I I I I ISL 64520 SPLAY 1 in 10
I I I I I I
I I I I I I I I
I I I I I 1111 I I I I
CANAL FLOW I 1 1 I I I I
I
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I _ I I
I I I bull o ----- ----
toaccommodate SR amp IPlevels I
0
Sub-PLAN
Ujani Canal Sub-Dv No 33 bullbullbullbull EI KUeHl
TRIAL PIT DATA oarGL
osaon
t oz
152
0680
I 0
Z 0
0 W
11 z 0
w 0 gt
WZ
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--
h
~ ~ I IbIIII
bb ob
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IJ
ame of work Construction of VRB at Ch Hivare - Walekhindi Dy Km NO4
SUB-ESTIMATE -2 (DIVERSION) ABSTRACT
Description Rate I UnitQuantity I Unit Amount
4500ICum
25920ICum
Item No1shyProvding earthwork for embankment Withl approved materials obtained from departmental land and other source including all lifts and leads laying in layers of 20 centimetre to 30 centimetre thickness breaking clods dressing to the required lines curves grades and sections compacting with power roller completeI(Rate Analysis No1) Item No2shySupplying 60 rnilimetre trap stone over metal at the side inclduing conveying stacking complete by blasting
I(Rate Analysis No2) Item No3shySupplying 40 milimetre trap stone metal dl~cum
broken at the side including conveying and stacking complete by blasting
I(Rate Analysis No3) Item No4-Supplying hard murum at the side including conveying and stacking complete I(Rate Analysis No4)
~
Item No5shySupplying soft murum at the rod side conveying and stacking complete
I(Rate Analysis No5) Item No6shySpreading130 milimetre metal including sectioning complete (DSR Rate 2008-09 Add Vat 050
1800t
Total Rs Say Rs 1810
Item No7shySpreading milimetre rnetal including sectioning complete (DSR Rate 2008-09 51148) 18 Add Vat 050 009
Total Rs 1809 Say Rs 1810
I I Description Rate I Unit AmountQuantity I Unit
Item No8shySpreading hard murum on the19500ICum formation over the road formation for side width and oversize metal includign sectioning etc compelte (DSR Rate 2008-09 Add Vat 050 006
Total Rs 1106 Say Rs 1105
Item No9shy1620ICum Spreading blindage of soft murum over
the water bound macadam surface etc complete (DSR Rate 2008-09 50149) 11Add Vat 050 006
Total Rs Say Rs
Item No10-48600ISqm Compacting the sub grade 1 gravel 1
over size metal ( 200 milimetre loose) tgt layer with power roller including
necessary labour material and artifical waterino complete (DSR Rate 2008-09 75 Add Vat 050
Total Rs 754 Say Rs
Item No11-45000ISqm Compacting the sub grade 1 gravel 1
over size metal ( 100 milimetre loose) - layer with power roller including necessary labour material and artifical waterinq complete (DSR Rate 2008-09 Add Vat 050 003
Total Rs 653t Say Rs 655
Item No12-45000ISqm Compacting the hard murum size width
layer on each side with power roller
including arthficial watering complete
(DSR Rate 2008-09 60149) 24I
Add Vat 050 001 Total Rs
Say Rs Total Rs
215500
I
~ U Ujani Canal Sub-Dv No 33
Narne of work Construction of VRB at Ch of Hivare - Walekhindi Dy Km No4
SUB-ESTIMATE -2 (DIVERSION)
MEASUREMNT No Length Breadth Height Quantity
Item No1-Provding earthwork for embankment with approved materials obtained from departmental land and other source including all lifts and leads laying in layers of 20 centimetre to 30 centimetre thickness breaking clods dressing to the required lines curves grades and sections compacting with power roller complete
DIVERSION 1 x 810 + 1150 x 075 = 88200 Cum 2
Item No2shySupplying 60 milimetre trap stone over size metal at the rod side inclduing conveying and stacking complete by blasting
DIVERSION 1 x 120 x 405 x 020 = 9720 Cum
Item No3shySupplying 40 milimetre trap stone metal hand broken at the rod side including conveying and stacking complete by blasting
DIVERSION 1 x 120 x 375 x 010 = 4500 Cum
Item No4shySupplying hard mururn at the rod side including conveying and stacking complete
SIDE WITH 1875 + 2175 2 =2025 2 x 120 x 2025 x 020 = 9720 SIDE WITH 1875 + 2175 2 =2025 2 x 120 x 2025 x 020 = 9720
13 Qty(9720 + 9720) = 6480
25920 Cum
Item No5shySupplying soft murum at the rod side including conveying and stacking complete
14 Qty of 6480 1620
1620 Cum
Item No6shySpreading 60 milimetre metal including sectioning complete
Qty as per Item NO3 1 x 195 = 195 Cum ( 9750 + 9750)
Item No7shySpreading 6040 milimetre metal including sectioning complete
Qty at per Item No4 9720 + 9720 x 1 = 6480 Cum 3
Item No8shySpreading hard rnurum on the rod formation over the road formation for side width and oversize metal includign sectioning etc compelte
Qty as per Item NO4 1 x 195 = 195 Cum ( 9750 + 9750)
Item No9shySpreading blindage of soft murum over the water bound macadam surface etc complete
Qty as per Item No5 1 x 1620 = 1620 Cum
Item No10shyCompacting the sub grade gravelover size metal ( 200 milimetre loose) layer with power roller inclUding necessary labour material and artifical watering complete
DIVERSION 1 x 120 x 405 = 48600 Sqm
Item No11shyCompacting the sub grade gravelover size metal ( 100 milimetre loose) layer with power roller including necessary labour material and artifical watering complete
APPROACH 1 x 120 x 375 = 45000Sqm
Item No12shyCompacting the hard murum size width layer on each side with power roller including arthficial watering complete
2 x 120 x 1875 = 45000Sqm
Name of work Construction of VRB at Ch Hivare - Walekhindi Dy Km No4
3
RATE ANALYSIS No1
Item No1-
Provding earthwork for embankment with approved materials obtained from
departmental land and other source including all lifts and leads laying in layers of 20
centimetre to 30 centimetre thickness breaking clods dressing to the required lines
curves grades and sections compacting with power roller complete
1) Completed item rate as per DSR 2008-09 Item No 29 -Page No
2) Add VAT 045 Cum
Total Rate
Say Rate Cum
Vjani Canal Sub-Dv No 33 KUCHI
Technically Checkell
found Pum
No2
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No2
Item No2shy
Supplying 60 milimetre trap stone over size metal at the rod side inclduing conveying and stacking complete by blasting
1) Completed item rate as per DSR 2008-09 16500 Cum Item No 41 Page
2) Additional lead charges for 60 mm metal for 24 Km For 25 For 20 Diff For 5 Km for 1 Km -For 24 Km -
bullbull -Deduct initial lead 12- - 12964
Net Lead =
20322 = 20322 x 1 =
Total _
2) Add VAT 050
Total Rate
Say Rate
Technically CanalSub-Dv No 33 ampfoundcorrecl KUCHl _
SPKulkarnI Pump House SecLEngr(II)
No2
Name of work Construction of VRB at Ch Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No3
Item No3shy
Supplying 40 milimetre trap stone metal hand broken at the rod side including conveying and stacking complete by blasting
1) Completed item rate as per DSR 2008-09 17500 I Cum Item No 43 Page No 147
2) Additional lead charges for 60 mm metal for 24 Km For 25 For 20 Diff For 5 Km for 1 Km
For 24 _ - Deduct initial lead 1291gt4 V
Net Lead =
- x = 1
Total Cum
2) Add VAT 050 Cum
f
Total Rate Cum
Say Rate Cum
UjaniCanalSub-Dv No 33 KUeHl
TechnIcally Checked amp correct
SPKulkarni SectEngr(H) Pump House
No2 Sangli
Narne of work Construction of VRB at Ch of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No4
Item No4shy
Supplying hard rnurum at the rod side including conveying and stacking complete
raquo 1) Completed item rate as per DSR 2008-09 7300 Cum
Item No No
--omiddot---middotmiddotmiddotmiddotmiddot--middotmiddot-middotmiddotmiddot-middot----- 2) Additional lead charges for Murum for
x 1 bull _ Cum bullbullbullbull bull bullbull - bull
Total Cum
2) Add VAT 050 Cum
Total Rate I Cum
Say Rate
UjaniCanal Dv No KUeHl
TechnIcally Checked found correct
SectEng r(II) Pump House
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No5
Item No5shy
Supplying soft murum at the rod side including conveying and stacking complete
1) Completed item per DSR 2008-09 7000 Cum Item No 46 Page No
=
Total I Cumr 2) Add VAT 050 - Cum
Total Rate I Cum
SayRate
Ujani CanalSub-De No 33 KUeHl
Executive Engineer MhaisalSctEngr(II)
n
2)
bull __
Additional lead charges for Murum for 2 Km
Tecllnlcllly Checked
bullKulkarni
__
-
1h -
Itz b bull bull
bull
___ _
-J
I J
I _T _
Around Pipe (Credal Concrete 1 1201 158 1898 Sqn Parapet Wall= 2 971 030 015 583 Sqn
I Total Are 67716 Sqn
Qty of Steel Surface Area x 62kg I sqm Provide 10mm dia 200mm cc
= 67716 x 5 kglsqm = 33858 kg = 0339 MT =
Item no 8 Providing selected hard murum filling including layng in layers of 15 ern to 20 ern watering and compacting etc complete
Above TBl A Back Ftal Excavatical Conc Qnty+PipeArea) 33425 Curr Up To Gl B Murum 264 044
above 1X12X43XO9 4644 Total 7987
Item no9 Prividing and laying cement concrete pipe ofLS NP2 1200 mm in proper line level and slope including providing amp fixing collars in cement mortar 12 etc complete I
2 14
Total
274 RM
274
bullbullbullr
I VCaual
KUCHl
(
Name of worrk Construction of SH Road Crossing Of Hiware Walekhindi Dy ch3630-middotm
SrNo ittem Quantity
4 Bed Level BL m 644449
8 S1 m 1 1500
12 iNatural Surface Level NSL m 645971
2 of crossinn m 60middotmiddotmiddotmiddot middot middot middot r middotmiddotmiddot middotmiddotmiddotmiddot middotmiddotmiddotmiddot r middotmiddotmiddotmiddotmiddotmiddotmiddot middotmiddotmiddotmiddot middotmiddotmiddotmiddotmiddot middot
6 Bearino TMA2 20bullbull bullbullbullbullbullbullbullbullbull bullbull middotmiddotmiddotmiddotmiddot middot middot middot middotmiddotmiddotmiddot middotmiddotmiddotmiddot middot middot middot middot middotmiddotmiddotmiddotmiddot
Soil Strata I Trial Pit Results 1 Depth of Soft soil m o 2 Depth of Hard murum m 015 3 Depth of Soft Rock m 02 4 Depth of Hard Rock m 1852
Page 1
01 DESIGN 1 Assume a pipe diamter = D = 1200
TT= 314 Area of Pipe = TT 14 x D 2 =
3144x(12001000)2 113 sq m FSD 075 m Use Two pipes to carry total discharge
c r= r- hd = 450
600 h=thd = 150-- 0
FSD = 750
Sin a = Perpendicular 1hypoteneus= hd 1r = 025 Sin a = 025 Hence a = 959 degree
180-2xa= 16082 Length of Segment BCD = L = x TT x r 1180 =
L= 16082x314x600180 0842 m
Area of segment above FSD = Area of BCD = L x h x 23 = 0842x450x23= 0253 sq m
Total Area upto FSD = Area of pipe - Area of segment upto FSD = 11304-0253= 08774 sq m
Since we are using two pipes n = 2 Total Area up to FSD = 17548 sq m
02 Calculate the Afflux Afflux = V21788 + 001524) x [(A2a 2)-1]
10521788+001524)x(A2a2)-1middot= A = area of flow of canal = (2x15xO75+09)+09)2xO75=
A = 1519 sq m a = area of pipe upto FSD = 1755 sq m
Afflux = 0077 x -0251 -0019 m -19 mm
03 Find area and Wetted perimeter for FSD plus Afflux h = New FSD 075+-0019= 0731 m hd = 368-300 = 131
Sin a = Perpendicular 1hypoteneus= hd 1r = 0218333 Hence a = 131 degree
Angle = 180 - 2 x a = 1538 Length of Segment BCD = L = x TT x r 1180 =
L = 1538x314x1180 0805 m
Area of segment above FSD = Lx h x 23 = h = 300 - 68 = 232 m
Area of segment above FSD = 0805x2321000x23= 0125 sq m
Page 2
04 Area of segment below FSD =Area of Pipe less area above segment 11304-0125=
10054 sq m For Two pipes Area = 20108
05 Perimeter =Cir Of Pipe less Length of chord L of segment above FSD Perimeter = 314x120011000-0805=
1884 minus 0805 = 1079 m For Two pipes Perimeter = 2158 m
06 R = AlP 0931789 m 07 Number of rows n Two 2 08 Velocity through pipe = q 1a X 2 =
0791 msec 09 Calculation of Losses in the Structure shy
Head loss at entry h1 = Cdx(v22-v)2xg=
Cd = 05 V2 = 0791 rnsec V1 = 105 msec
h1 = 05x(0791 2-1052)(2x981)= -0012 m
Head Loss at Exit =h2 = 2 x h1 = -0024 m Frictional Loss in Pipe
hf = Lx (QCr) 181 199462 x d 481 = Where L = 5 m Q = 0151 cumec Cr = 065 for RCC pipesand D = 0900 m hf = 5 x (0151065) 181 199462 x (060) 481 = hf= 0005 m Losses are worked out for one pipe Since we are using two pipes the losses shall be doubled Total Loss = 2 x (h1 + h2 + hf) = -0062 m
Actual provided 0 mm Loss due to structure = -62 mm Afflux due to structure = -19 mm Since both Afflux amp Head Loss are negligible Hence it is ok
10 Bed Width at Junction = n x d + 2 x n x t + (n-1) x Gap= Where n is rows of pipes = 2 no
dis dia of pipe = 1200 mm t is the thickness of pipes - 80 mm
G gap between two rows = Key 300 mm Bed Width at Junction = 2x1200+2x2x80+(2-1)x300=
3020 mm
Page 3
11 length of Head wall = TBL-CBL and GL-CBL which ever is more shy
1522 m 4 x (TBL - CBL) or (GL-CBL) + BW at Junction + 2 x Key =
4x(645971-644449)+3020+2x300= 9709 mm
12 length of Stauch wall = nXd+2xnxt+(n-1)xGap + 2 x Key
3620 mm 13 length of Transition - Splay 1 10
(bed width of junction - Bed width of canal)2 x 10 = (3020-900)2x10
10600 mm 14 Controlling levels
Pipe Invert level = CBl = 644449 m Natural Surface Level = G L = 645971 m Top of the Bank Level = TBL = 645399 m Top of the pipe Level - CBL + d + t =
645729 m Min Murum Cover = 34 x d = 450 mm Wearing coat = 100 mm Top of Road level = 646279 mm
Slope for joining GL to Road formation LevI 1 in 30 Difference between Road and Ground Levels = Road Level - GL =
0308 0308 m Length of Connection bet Road amp Ground Level 0
Min Murum Bedding = 12 x d = 0 mm Bottom of Pipe Level = 644369 m Staunch Wall Foundation Level 300 mm below murum filling = 0 mm Staunch Wall Foundation = 644369 m Staunch Wall top width = 200 m Staunch Wall foundation width = 500 m foudation depth= 150 m Head wall foundation shyHeight of Foundation below the
Bottom of Pipe = 300 mm Foundation Depth = 300 mm Head Wall Foundation Level = 643769 m Top of Head wall = 646779 m 500 mm above Road Level incl 150 mm coping Top Width of Head wall = 600 mm With 750 x200 x 150 guard Stone 1Pillars Foundation Projection = 300 mm
mm
Page 4
0308
15 Stability Analysis of Head Wall
Guad Stones 2000 mm 750 X 200 X 150 mm
646779 I
646279 Road Format I
NSL
I I
645971
I2710 --------1-----------------middot2210
I ICBL 644449 I I I
A 1720 300 Ipa x Rx 21 644069 bull I 09476
300 643769 IB
2920
BaseWidth Moments about A RL 644069 m b= 232
Particulars Force r - - - L Arm I Moments -----------------------------------r------------ --------------------r---------
H V + ve - ve
middotmiddot -------------I------------+------------t------------ -------------------+----------------I---------------t-------------1-----------shy
W3 I 172 221 21 050 399 175 6971
1385 257 16933 232
19253 X = 1 = 139
a) B3 = 0773333 TRUE 1546667 2b3= Design OK e = b2 - x = -023 023
b) P max = Wb x (1+ (6xe I braquo = 9519 Design OK within SBCapacity c) P min = Wb x (1- (6xe 1braquo = 2418 Design OK Possitive Value to P min d) Factor of safety against overturnir 15
FS sliding =IM + ve 1 IM - ve = 25290752 = 729992952 Design O K
e) Factor of safety against sliding = 15 FS sliding =IM + ve 1 IM - ve = x I WI I V =
0333 x 2062 1562 = 1795727182 Design O K
Page 5
Base Width Moments about B RL 643769 m B= 292
Particulars L Arm Moments ------------------------------------------- ----- --------_-------- --------------- --------------- ---__------ -_ _-------shyH V + ve va _----------i------------+------------t------------ ---------------- -------shy
W1 06 271 24 1 390 06 2341 ------------l--------------------------T------------ ------------------------------------T---------------r-----------------------shy
W2 172 221 24 050 456 147 6721
r W5 03 292 24 1 210 146 3070 middot middotmiddotmiddot middot
------------1------------------------------------
27335 X = I = 1714
a) B3 = 0973333 TRUE 1946667 2b3= Design OK e = b2 - x = -0254 0254
b) P max = Wb x (1+ (6xe I b)) = 8313 Design OK within SBCapacity c) P min = Wb x (1- (6xe I b)) = 2611 Design OK Possitive Value to P min d) Factor of safety against overturnir 15
FS sliding + ve I - ve = 25290752 = 760 Design O K
e) Factor of safety against sliding = 15 FS sliding + ve I - ve = x r W I V =
0333 x 2062562 = 1676613472 Design O K
Sectional Eaglll bull er Vjani Canal No KUeHl
Page 6
I LEAD S TAT E MEN T (km-4) Name of worrk Construction of VRB Of Hiware Walekhindi Dv ch3630--m
km-4 - As per B ampC DSR 2008-09
Sr No Material Sources Lead in KM Total Net Lead Charges
Initial Lead Charges
Unit
1 Sand Balundgi 72 80712 12964 67748 Cum
2 Metal Revnal 24 33284 12964 20320 Cum
3 Cement Jath 22 22179 9260 12919 MT
4 Rubble Local 100 7876 12964 000 Cum
5 Steel Jath 22 22179 9260 12919 MT
6 Water Local 5 8642 8642 000 1000 Ltr
7 Murum Local 2 000 000 000 Cum
8 Pipe
Miraj 72 13773 2212 11561 Cum600rnm
9 Pipe
Miraj 72 26904 4321 22583 Cum800mm
10 Pipe
Miraj 72 26904 4321 22583 Cum900mm
11 Pipe
Miraj 72 26904 4321 22583 Cum1000mm
12 Pipe
Miraj 72 80713 12964 67749 Cum1200mm
Royalty Charges 3534 -3534 Increase in Cost of 11
Cement bullbull
Head Lead for 100 m 1585 Lead for 500 m 3297 Lead for 30 m 610
Loading amp Unloading 5335 MT
2100 30716 8946 21770 Rubble For Structure Local
ement Lead Charges 1KM 363 Initial Lead for Water 1166
1) Certified that the lead charges for different materials are as per for super Passage at ch 45460 statement (vide letter CE (SP) 1CE-4Jath Canal62591 I 2) Certified that the lead charges for different materials are as per approved lead for super Passage at ch 45460 statement (vide letter SE KKLlPC sanglil PB - 41 Jath lead4199 1Dt03092005) 3) Certified that the sufficient quantity of material will be availabel from quarries
UPrepared By al bullbullr
Sub
ound Correct U D Kande
Pune
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
Superintending Engineer
Krishna Koyna Lift Irrigation Project Circle
SangIi
RATE ANALYSIS No1
ITEM No1 shyExcavation for foundation in earth soil of all types sand gravel and soft murum including removing the excavated material upto a distance of 50 m Beyond the building area amp stacking and spreading as directed dewatering preparing the bed for foundation and necessary back filling ramming watering including showing and strutting etc complete
1) Basic Rate Rs 9000 Cum (PWD DSR 2008-09 PND 175 I no 1 )
Total RS 9000 SayRs Cum
Prepared By Cor ct
U D Kande Pune Sub
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
RATE ANALYSIS No 2
ITEM No2 shyExcavation for foundation in hard nurum including removing the excavated matrial upto a distrance of 50 m
Beyond the buildind area amp stacking and spreading as directed dewatering preparing the bed for foundation and necessary back filling ramming watering including shoring and strutting etc complete
1) Basic Rate (PWD DSR 2008-09 PND 175 I no
2)
Rs 10200 Cum
Total RS SayRs
10200 Cum
Prepared By Technically Checked Found Correct
Sub Divisional Engineer Ujjani Canal Sub-Division No33
Kuchi
U D Kande
Pune
Mhaisal Pump House Dn No2 Sangli
RATE ANALYSIS No3 ITEM No3 shyExcavation for foundation in soft rock and old cement and lime masonary foundation including removing the excavated material upto a distrance of 50 m Beyond the building area amp stacking and spreading as directed dewatering preparing the bed for foundation and necessary back filling with available earth murum ramming watering including shoring and strutting etc complete
1) Basic Rate Rs 22500 Cum (PWD DSR 2008-09 PNG 175 I no 4)
Total Rs 22500 SayRs _ Cum
Technically Checked ampPrepared By Cr c
u D Kande
Pune Sub Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2
Kuchi Sangli
I
I
RATE ANALYSIS No4 ITEM No4 shyExcavation for foundation in hard rock by blasting including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within distrance of 50 m From building area including dewatering and back filling with available earth murum ramming watering etc complete
1) Basic Rate Rs 36000 Cum (PWD DSR 2008-09 PND I no 5)
Total Rs 36000 SayRs Cum
Prepared By fcchnicaHy Checked amp found Correct
u D Kande Pune Sub Divisional Engineer Exec ive Engineer
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
l
RATE ANALYSIS No6
ITEM No6 shyProviding and laying M-15 RCC of trap granite quartzite gneiss metal for cast in situ piers abutments returns wings etc including compacting by vibrating and including formwork and bailing out water
1) Basic Rate Rs 320000 Cum (PWD DSR 2008-09 PNO 181 I no 37)
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Metal 09 09 Cum 20320 18288
2) Sand 045 045 Cum 67748 30487
3) Cement 0295 0295 MT 12919 3811 Total Rs 52586
Additional Royalti Charges For Sand 045 10600 477
Additional Royalti Charges For Metal 09 3534 3181
Total Rs 380536
Add 050 VAT 1903
Total Rs 382439
Say Rs I I
ctl_E t
Technically Checked IPrepared By Correct
UDKande Pune Sub
Djjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
l
i
RATE ANALYSIS No7
ITEM Providing and laying in situ CC M-I0l36 of trap granite quartzite gneiss metal foundation including necessary bailing out water compacting and curing (including form work centering and excluding dewatering by pump) etc complete
1) Basic Rate Rs 284635 Cum (PWD DSR 2008-09 PND 176 I no 15)
Add lead charges
Material Qty Qty for item Unit Charges Amount
1) Metal 094 094 Cum 20320 19101
2) Sand 047 047 Cum 67748 31842
3) Cement 02025 02025 MT 12919 2616
Total Rs 53558
Additional Royalti Charges For Sand
Additional Royalti Charges For Metal
Add 050 VAT
cbullbullbullEbullbullmiddotbull
Prepared By
U D Kande
Pune Sub Ujjani Canal Sub-Division No33
Kuchi
047 10600 4982
094 3534 3322
Total Rs 346497
1732
Total Rs 348230
SayRs I Cum -
rcchnlcally rhecKed amp Quod Correct
Mhaisal Pump House Dn No2 Sangli
l
RATE ANALYSIS 9
ITEM No9 shyProviding and cutting bending hooking laying in position and tieing HYSD steel bar for reinforcement as per detailed drawings for all RCC works
Rate Analysis For Basic Rate Of Steel
Ref Procedure Adopted As Per sanction Estimate No 22309 by CE(SP)Pune
1) Labour Charges ( PWD SOR 2008-09PNO 182 I no 44 )
Rs 264200 1Cum
Basic Rate as per SEPWDPune Letter No 2332 at 30312010 is Rs 37000 1shy
2) Material 1) Steel 105 3700000 38850
2) Binding Wire 4 KgMT 48 19200
3) Initial Lead 105 926 Total
9723
3913923
Add Sundries Add Overheads
05
10
Total
19570 391392
IMTTotal Rate l5~~middot ershy4 6 1MT
12919Add Lead Charges For Steel 1 MT 12919
Total Rate
Add VAT 05 2 CC
n scu r
Prepared By
UD Kande
Pune Sub Ujjani Canal Sub-Division No33
Kuchi
Say Rs 1MT
Mhaisal Pump House Dn No2
Sangli
Qund Correct
Total Rate
-
RATE ANALYSIS 10
ITEM No 10 shyProviding selected hard murum filling including layng in layers of 15 em to 20 em watering and compacting etc complete
1) Basic Rate Rs 19000 Cum (PWD SOR 2008-09 PNO 173 I no 10 )
Add Royalty Charges For Murum 3534 3534 Total Rate 22534
Add VAT 05 113
Total Rate 22647
Say Rs 22645 Cum bulla EI
Prepared By
found Correct
UDKande Pune Sub Divisional Engineer
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
i
RATE ANALYSIS 17
ITEM No 17 -Prividing and laying cement concrete pipe ofLS NP2 900 rom in proper line level and slope including providing amp fixing collars in cement mortar 12 etc complete
1) Basic Rate Rs 203500 Rmt ( PWD SOR 2008-09 PNO 172 I no 6d )
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Supply Of Pipe 1 1 M 22583 22583 2) Sand 00021 00021 Cum 67748 142 3) Cement 00016 00016 MT 12919 021
Total Rs 22746
Add Royalty Charges For Sand 106 00021 022
Total Rs 226268
Add VAT 05 1131 Total Rs 227400
Say Rs I 227400 i
I Rmt
Sctlo1
-rnmd CorrectPrepared By
D Kande I Pune Sub Executive Engineer
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
Superintending Engineer
KKLIRRProject Circle Sangli
RATE ANALYSIS 19
ITEM No 19 -Prividing and laying cement concrete pipe of1S NP2 1200 mm in proper line level and slope including providing amp fixing collars in cement mortar 12 etc complete
1) Basic Rate Rs 325000 Rmt ( PWD SOR 2008-09 PNO 172 I no 6f )
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Supply Of Pipe 1 1 M 67749 67749 2) Sand 00044 00044 Cum 22583 099 3) Cement 00032 00032 MT 67748 217
Total Rs 68065
Add Royalty Charges For Sand 106 00044 047
Total Rs 393112
Add VAT 05 1966 Total Rs 395077
Prepared By s hecked
SayRs 395075 I Rmt
U D Kande
Pune Sub
Pound Correct
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
Superintending Engineer
KKLIRRProject Circle Sangli
Name of worrk constrr of SH Road Crossing Of Hiware Dy ch3630--m
gt1
BL
13700 )1 n COPING M-15 20 rso x iso
D size I eoo I I I III
646629 1
eaee soc130 SLOPE JOINING IP AT TBl
SR
644069
643769 644069
643769
STAUNCHWALL SECTIONOF HEAD WALL
SECTION AT A - A
o -e-
o GL 645971 o
o
U o w Z
0
rn( oB
300
GUARD STONE OF 750 X 200 X 150 ------- g r I I-- - _ __ _
I 0 I I I I I
I I I I ISL 64520 SPLAY 1 in 10
I I I I I I
I I I I I I I I
I I I I I 1111 I I I I
CANAL FLOW I 1 1 I I I I
I
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I _ I I
I I I bull o ----- ----
toaccommodate SR amp IPlevels I
0
Sub-PLAN
Ujani Canal Sub-Dv No 33 bullbullbullbull EI KUeHl
TRIAL PIT DATA oarGL
osaon
t oz
152
0680
I 0
Z 0
0 W
11 z 0
w 0 gt
WZ
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~ ~ I IbIIII
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ame of work Construction of VRB at Ch Hivare - Walekhindi Dy Km NO4
SUB-ESTIMATE -2 (DIVERSION) ABSTRACT
Description Rate I UnitQuantity I Unit Amount
4500ICum
25920ICum
Item No1shyProvding earthwork for embankment Withl approved materials obtained from departmental land and other source including all lifts and leads laying in layers of 20 centimetre to 30 centimetre thickness breaking clods dressing to the required lines curves grades and sections compacting with power roller completeI(Rate Analysis No1) Item No2shySupplying 60 rnilimetre trap stone over metal at the side inclduing conveying stacking complete by blasting
I(Rate Analysis No2) Item No3shySupplying 40 milimetre trap stone metal dl~cum
broken at the side including conveying and stacking complete by blasting
I(Rate Analysis No3) Item No4-Supplying hard murum at the side including conveying and stacking complete I(Rate Analysis No4)
~
Item No5shySupplying soft murum at the rod side conveying and stacking complete
I(Rate Analysis No5) Item No6shySpreading130 milimetre metal including sectioning complete (DSR Rate 2008-09 Add Vat 050
1800t
Total Rs Say Rs 1810
Item No7shySpreading milimetre rnetal including sectioning complete (DSR Rate 2008-09 51148) 18 Add Vat 050 009
Total Rs 1809 Say Rs 1810
I I Description Rate I Unit AmountQuantity I Unit
Item No8shySpreading hard murum on the19500ICum formation over the road formation for side width and oversize metal includign sectioning etc compelte (DSR Rate 2008-09 Add Vat 050 006
Total Rs 1106 Say Rs 1105
Item No9shy1620ICum Spreading blindage of soft murum over
the water bound macadam surface etc complete (DSR Rate 2008-09 50149) 11Add Vat 050 006
Total Rs Say Rs
Item No10-48600ISqm Compacting the sub grade 1 gravel 1
over size metal ( 200 milimetre loose) tgt layer with power roller including
necessary labour material and artifical waterino complete (DSR Rate 2008-09 75 Add Vat 050
Total Rs 754 Say Rs
Item No11-45000ISqm Compacting the sub grade 1 gravel 1
over size metal ( 100 milimetre loose) - layer with power roller including necessary labour material and artifical waterinq complete (DSR Rate 2008-09 Add Vat 050 003
Total Rs 653t Say Rs 655
Item No12-45000ISqm Compacting the hard murum size width
layer on each side with power roller
including arthficial watering complete
(DSR Rate 2008-09 60149) 24I
Add Vat 050 001 Total Rs
Say Rs Total Rs
215500
I
~ U Ujani Canal Sub-Dv No 33
Narne of work Construction of VRB at Ch of Hivare - Walekhindi Dy Km No4
SUB-ESTIMATE -2 (DIVERSION)
MEASUREMNT No Length Breadth Height Quantity
Item No1-Provding earthwork for embankment with approved materials obtained from departmental land and other source including all lifts and leads laying in layers of 20 centimetre to 30 centimetre thickness breaking clods dressing to the required lines curves grades and sections compacting with power roller complete
DIVERSION 1 x 810 + 1150 x 075 = 88200 Cum 2
Item No2shySupplying 60 milimetre trap stone over size metal at the rod side inclduing conveying and stacking complete by blasting
DIVERSION 1 x 120 x 405 x 020 = 9720 Cum
Item No3shySupplying 40 milimetre trap stone metal hand broken at the rod side including conveying and stacking complete by blasting
DIVERSION 1 x 120 x 375 x 010 = 4500 Cum
Item No4shySupplying hard mururn at the rod side including conveying and stacking complete
SIDE WITH 1875 + 2175 2 =2025 2 x 120 x 2025 x 020 = 9720 SIDE WITH 1875 + 2175 2 =2025 2 x 120 x 2025 x 020 = 9720
13 Qty(9720 + 9720) = 6480
25920 Cum
Item No5shySupplying soft murum at the rod side including conveying and stacking complete
14 Qty of 6480 1620
1620 Cum
Item No6shySpreading 60 milimetre metal including sectioning complete
Qty as per Item NO3 1 x 195 = 195 Cum ( 9750 + 9750)
Item No7shySpreading 6040 milimetre metal including sectioning complete
Qty at per Item No4 9720 + 9720 x 1 = 6480 Cum 3
Item No8shySpreading hard rnurum on the rod formation over the road formation for side width and oversize metal includign sectioning etc compelte
Qty as per Item NO4 1 x 195 = 195 Cum ( 9750 + 9750)
Item No9shySpreading blindage of soft murum over the water bound macadam surface etc complete
Qty as per Item No5 1 x 1620 = 1620 Cum
Item No10shyCompacting the sub grade gravelover size metal ( 200 milimetre loose) layer with power roller inclUding necessary labour material and artifical watering complete
DIVERSION 1 x 120 x 405 = 48600 Sqm
Item No11shyCompacting the sub grade gravelover size metal ( 100 milimetre loose) layer with power roller including necessary labour material and artifical watering complete
APPROACH 1 x 120 x 375 = 45000Sqm
Item No12shyCompacting the hard murum size width layer on each side with power roller including arthficial watering complete
2 x 120 x 1875 = 45000Sqm
Name of work Construction of VRB at Ch Hivare - Walekhindi Dy Km No4
3
RATE ANALYSIS No1
Item No1-
Provding earthwork for embankment with approved materials obtained from
departmental land and other source including all lifts and leads laying in layers of 20
centimetre to 30 centimetre thickness breaking clods dressing to the required lines
curves grades and sections compacting with power roller complete
1) Completed item rate as per DSR 2008-09 Item No 29 -Page No
2) Add VAT 045 Cum
Total Rate
Say Rate Cum
Vjani Canal Sub-Dv No 33 KUCHI
Technically Checkell
found Pum
No2
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No2
Item No2shy
Supplying 60 milimetre trap stone over size metal at the rod side inclduing conveying and stacking complete by blasting
1) Completed item rate as per DSR 2008-09 16500 Cum Item No 41 Page
2) Additional lead charges for 60 mm metal for 24 Km For 25 For 20 Diff For 5 Km for 1 Km -For 24 Km -
bullbull -Deduct initial lead 12- - 12964
Net Lead =
20322 = 20322 x 1 =
Total _
2) Add VAT 050
Total Rate
Say Rate
Technically CanalSub-Dv No 33 ampfoundcorrecl KUCHl _
SPKulkarnI Pump House SecLEngr(II)
No2
Name of work Construction of VRB at Ch Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No3
Item No3shy
Supplying 40 milimetre trap stone metal hand broken at the rod side including conveying and stacking complete by blasting
1) Completed item rate as per DSR 2008-09 17500 I Cum Item No 43 Page No 147
2) Additional lead charges for 60 mm metal for 24 Km For 25 For 20 Diff For 5 Km for 1 Km
For 24 _ - Deduct initial lead 1291gt4 V
Net Lead =
- x = 1
Total Cum
2) Add VAT 050 Cum
f
Total Rate Cum
Say Rate Cum
UjaniCanalSub-Dv No 33 KUeHl
TechnIcally Checked amp correct
SPKulkarni SectEngr(H) Pump House
No2 Sangli
Narne of work Construction of VRB at Ch of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No4
Item No4shy
Supplying hard rnurum at the rod side including conveying and stacking complete
raquo 1) Completed item rate as per DSR 2008-09 7300 Cum
Item No No
--omiddot---middotmiddotmiddotmiddotmiddot--middotmiddot-middotmiddotmiddot-middot----- 2) Additional lead charges for Murum for
x 1 bull _ Cum bullbullbullbull bull bullbull - bull
Total Cum
2) Add VAT 050 Cum
Total Rate I Cum
Say Rate
UjaniCanal Dv No KUeHl
TechnIcally Checked found correct
SectEng r(II) Pump House
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No5
Item No5shy
Supplying soft murum at the rod side including conveying and stacking complete
1) Completed item per DSR 2008-09 7000 Cum Item No 46 Page No
=
Total I Cumr 2) Add VAT 050 - Cum
Total Rate I Cum
SayRate
Ujani CanalSub-De No 33 KUeHl
Executive Engineer MhaisalSctEngr(II)
n
2)
bull __
Additional lead charges for Murum for 2 Km
Tecllnlcllly Checked
bullKulkarni
__
-
1h -
Itz b bull bull
bull
___ _
-J
I J
I _T _
Name of worrk Construction of SH Road Crossing Of Hiware Walekhindi Dy ch3630-middotm
SrNo ittem Quantity
4 Bed Level BL m 644449
8 S1 m 1 1500
12 iNatural Surface Level NSL m 645971
2 of crossinn m 60middotmiddotmiddotmiddot middot middot middot r middotmiddotmiddot middotmiddotmiddotmiddot middotmiddotmiddotmiddot r middotmiddotmiddotmiddotmiddotmiddotmiddot middotmiddotmiddotmiddot middotmiddotmiddotmiddotmiddot middot
6 Bearino TMA2 20bullbull bullbullbullbullbullbullbullbullbull bullbull middotmiddotmiddotmiddotmiddot middot middot middot middotmiddotmiddotmiddot middotmiddotmiddotmiddot middot middot middot middot middotmiddotmiddotmiddotmiddot
Soil Strata I Trial Pit Results 1 Depth of Soft soil m o 2 Depth of Hard murum m 015 3 Depth of Soft Rock m 02 4 Depth of Hard Rock m 1852
Page 1
01 DESIGN 1 Assume a pipe diamter = D = 1200
TT= 314 Area of Pipe = TT 14 x D 2 =
3144x(12001000)2 113 sq m FSD 075 m Use Two pipes to carry total discharge
c r= r- hd = 450
600 h=thd = 150-- 0
FSD = 750
Sin a = Perpendicular 1hypoteneus= hd 1r = 025 Sin a = 025 Hence a = 959 degree
180-2xa= 16082 Length of Segment BCD = L = x TT x r 1180 =
L= 16082x314x600180 0842 m
Area of segment above FSD = Area of BCD = L x h x 23 = 0842x450x23= 0253 sq m
Total Area upto FSD = Area of pipe - Area of segment upto FSD = 11304-0253= 08774 sq m
Since we are using two pipes n = 2 Total Area up to FSD = 17548 sq m
02 Calculate the Afflux Afflux = V21788 + 001524) x [(A2a 2)-1]
10521788+001524)x(A2a2)-1middot= A = area of flow of canal = (2x15xO75+09)+09)2xO75=
A = 1519 sq m a = area of pipe upto FSD = 1755 sq m
Afflux = 0077 x -0251 -0019 m -19 mm
03 Find area and Wetted perimeter for FSD plus Afflux h = New FSD 075+-0019= 0731 m hd = 368-300 = 131
Sin a = Perpendicular 1hypoteneus= hd 1r = 0218333 Hence a = 131 degree
Angle = 180 - 2 x a = 1538 Length of Segment BCD = L = x TT x r 1180 =
L = 1538x314x1180 0805 m
Area of segment above FSD = Lx h x 23 = h = 300 - 68 = 232 m
Area of segment above FSD = 0805x2321000x23= 0125 sq m
Page 2
04 Area of segment below FSD =Area of Pipe less area above segment 11304-0125=
10054 sq m For Two pipes Area = 20108
05 Perimeter =Cir Of Pipe less Length of chord L of segment above FSD Perimeter = 314x120011000-0805=
1884 minus 0805 = 1079 m For Two pipes Perimeter = 2158 m
06 R = AlP 0931789 m 07 Number of rows n Two 2 08 Velocity through pipe = q 1a X 2 =
0791 msec 09 Calculation of Losses in the Structure shy
Head loss at entry h1 = Cdx(v22-v)2xg=
Cd = 05 V2 = 0791 rnsec V1 = 105 msec
h1 = 05x(0791 2-1052)(2x981)= -0012 m
Head Loss at Exit =h2 = 2 x h1 = -0024 m Frictional Loss in Pipe
hf = Lx (QCr) 181 199462 x d 481 = Where L = 5 m Q = 0151 cumec Cr = 065 for RCC pipesand D = 0900 m hf = 5 x (0151065) 181 199462 x (060) 481 = hf= 0005 m Losses are worked out for one pipe Since we are using two pipes the losses shall be doubled Total Loss = 2 x (h1 + h2 + hf) = -0062 m
Actual provided 0 mm Loss due to structure = -62 mm Afflux due to structure = -19 mm Since both Afflux amp Head Loss are negligible Hence it is ok
10 Bed Width at Junction = n x d + 2 x n x t + (n-1) x Gap= Where n is rows of pipes = 2 no
dis dia of pipe = 1200 mm t is the thickness of pipes - 80 mm
G gap between two rows = Key 300 mm Bed Width at Junction = 2x1200+2x2x80+(2-1)x300=
3020 mm
Page 3
11 length of Head wall = TBL-CBL and GL-CBL which ever is more shy
1522 m 4 x (TBL - CBL) or (GL-CBL) + BW at Junction + 2 x Key =
4x(645971-644449)+3020+2x300= 9709 mm
12 length of Stauch wall = nXd+2xnxt+(n-1)xGap + 2 x Key
3620 mm 13 length of Transition - Splay 1 10
(bed width of junction - Bed width of canal)2 x 10 = (3020-900)2x10
10600 mm 14 Controlling levels
Pipe Invert level = CBl = 644449 m Natural Surface Level = G L = 645971 m Top of the Bank Level = TBL = 645399 m Top of the pipe Level - CBL + d + t =
645729 m Min Murum Cover = 34 x d = 450 mm Wearing coat = 100 mm Top of Road level = 646279 mm
Slope for joining GL to Road formation LevI 1 in 30 Difference between Road and Ground Levels = Road Level - GL =
0308 0308 m Length of Connection bet Road amp Ground Level 0
Min Murum Bedding = 12 x d = 0 mm Bottom of Pipe Level = 644369 m Staunch Wall Foundation Level 300 mm below murum filling = 0 mm Staunch Wall Foundation = 644369 m Staunch Wall top width = 200 m Staunch Wall foundation width = 500 m foudation depth= 150 m Head wall foundation shyHeight of Foundation below the
Bottom of Pipe = 300 mm Foundation Depth = 300 mm Head Wall Foundation Level = 643769 m Top of Head wall = 646779 m 500 mm above Road Level incl 150 mm coping Top Width of Head wall = 600 mm With 750 x200 x 150 guard Stone 1Pillars Foundation Projection = 300 mm
mm
Page 4
0308
15 Stability Analysis of Head Wall
Guad Stones 2000 mm 750 X 200 X 150 mm
646779 I
646279 Road Format I
NSL
I I
645971
I2710 --------1-----------------middot2210
I ICBL 644449 I I I
A 1720 300 Ipa x Rx 21 644069 bull I 09476
300 643769 IB
2920
BaseWidth Moments about A RL 644069 m b= 232
Particulars Force r - - - L Arm I Moments -----------------------------------r------------ --------------------r---------
H V + ve - ve
middotmiddot -------------I------------+------------t------------ -------------------+----------------I---------------t-------------1-----------shy
W3 I 172 221 21 050 399 175 6971
1385 257 16933 232
19253 X = 1 = 139
a) B3 = 0773333 TRUE 1546667 2b3= Design OK e = b2 - x = -023 023
b) P max = Wb x (1+ (6xe I braquo = 9519 Design OK within SBCapacity c) P min = Wb x (1- (6xe 1braquo = 2418 Design OK Possitive Value to P min d) Factor of safety against overturnir 15
FS sliding =IM + ve 1 IM - ve = 25290752 = 729992952 Design O K
e) Factor of safety against sliding = 15 FS sliding =IM + ve 1 IM - ve = x I WI I V =
0333 x 2062 1562 = 1795727182 Design O K
Page 5
Base Width Moments about B RL 643769 m B= 292
Particulars L Arm Moments ------------------------------------------- ----- --------_-------- --------------- --------------- ---__------ -_ _-------shyH V + ve va _----------i------------+------------t------------ ---------------- -------shy
W1 06 271 24 1 390 06 2341 ------------l--------------------------T------------ ------------------------------------T---------------r-----------------------shy
W2 172 221 24 050 456 147 6721
r W5 03 292 24 1 210 146 3070 middot middotmiddotmiddot middot
------------1------------------------------------
27335 X = I = 1714
a) B3 = 0973333 TRUE 1946667 2b3= Design OK e = b2 - x = -0254 0254
b) P max = Wb x (1+ (6xe I b)) = 8313 Design OK within SBCapacity c) P min = Wb x (1- (6xe I b)) = 2611 Design OK Possitive Value to P min d) Factor of safety against overturnir 15
FS sliding + ve I - ve = 25290752 = 760 Design O K
e) Factor of safety against sliding = 15 FS sliding + ve I - ve = x r W I V =
0333 x 2062562 = 1676613472 Design O K
Sectional Eaglll bull er Vjani Canal No KUeHl
Page 6
I LEAD S TAT E MEN T (km-4) Name of worrk Construction of VRB Of Hiware Walekhindi Dv ch3630--m
km-4 - As per B ampC DSR 2008-09
Sr No Material Sources Lead in KM Total Net Lead Charges
Initial Lead Charges
Unit
1 Sand Balundgi 72 80712 12964 67748 Cum
2 Metal Revnal 24 33284 12964 20320 Cum
3 Cement Jath 22 22179 9260 12919 MT
4 Rubble Local 100 7876 12964 000 Cum
5 Steel Jath 22 22179 9260 12919 MT
6 Water Local 5 8642 8642 000 1000 Ltr
7 Murum Local 2 000 000 000 Cum
8 Pipe
Miraj 72 13773 2212 11561 Cum600rnm
9 Pipe
Miraj 72 26904 4321 22583 Cum800mm
10 Pipe
Miraj 72 26904 4321 22583 Cum900mm
11 Pipe
Miraj 72 26904 4321 22583 Cum1000mm
12 Pipe
Miraj 72 80713 12964 67749 Cum1200mm
Royalty Charges 3534 -3534 Increase in Cost of 11
Cement bullbull
Head Lead for 100 m 1585 Lead for 500 m 3297 Lead for 30 m 610
Loading amp Unloading 5335 MT
2100 30716 8946 21770 Rubble For Structure Local
ement Lead Charges 1KM 363 Initial Lead for Water 1166
1) Certified that the lead charges for different materials are as per for super Passage at ch 45460 statement (vide letter CE (SP) 1CE-4Jath Canal62591 I 2) Certified that the lead charges for different materials are as per approved lead for super Passage at ch 45460 statement (vide letter SE KKLlPC sanglil PB - 41 Jath lead4199 1Dt03092005) 3) Certified that the sufficient quantity of material will be availabel from quarries
UPrepared By al bullbullr
Sub
ound Correct U D Kande
Pune
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
Superintending Engineer
Krishna Koyna Lift Irrigation Project Circle
SangIi
RATE ANALYSIS No1
ITEM No1 shyExcavation for foundation in earth soil of all types sand gravel and soft murum including removing the excavated material upto a distance of 50 m Beyond the building area amp stacking and spreading as directed dewatering preparing the bed for foundation and necessary back filling ramming watering including showing and strutting etc complete
1) Basic Rate Rs 9000 Cum (PWD DSR 2008-09 PND 175 I no 1 )
Total RS 9000 SayRs Cum
Prepared By Cor ct
U D Kande Pune Sub
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
RATE ANALYSIS No 2
ITEM No2 shyExcavation for foundation in hard nurum including removing the excavated matrial upto a distrance of 50 m
Beyond the buildind area amp stacking and spreading as directed dewatering preparing the bed for foundation and necessary back filling ramming watering including shoring and strutting etc complete
1) Basic Rate (PWD DSR 2008-09 PND 175 I no
2)
Rs 10200 Cum
Total RS SayRs
10200 Cum
Prepared By Technically Checked Found Correct
Sub Divisional Engineer Ujjani Canal Sub-Division No33
Kuchi
U D Kande
Pune
Mhaisal Pump House Dn No2 Sangli
RATE ANALYSIS No3 ITEM No3 shyExcavation for foundation in soft rock and old cement and lime masonary foundation including removing the excavated material upto a distrance of 50 m Beyond the building area amp stacking and spreading as directed dewatering preparing the bed for foundation and necessary back filling with available earth murum ramming watering including shoring and strutting etc complete
1) Basic Rate Rs 22500 Cum (PWD DSR 2008-09 PNG 175 I no 4)
Total Rs 22500 SayRs _ Cum
Technically Checked ampPrepared By Cr c
u D Kande
Pune Sub Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2
Kuchi Sangli
I
I
RATE ANALYSIS No4 ITEM No4 shyExcavation for foundation in hard rock by blasting including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within distrance of 50 m From building area including dewatering and back filling with available earth murum ramming watering etc complete
1) Basic Rate Rs 36000 Cum (PWD DSR 2008-09 PND I no 5)
Total Rs 36000 SayRs Cum
Prepared By fcchnicaHy Checked amp found Correct
u D Kande Pune Sub Divisional Engineer Exec ive Engineer
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
l
RATE ANALYSIS No6
ITEM No6 shyProviding and laying M-15 RCC of trap granite quartzite gneiss metal for cast in situ piers abutments returns wings etc including compacting by vibrating and including formwork and bailing out water
1) Basic Rate Rs 320000 Cum (PWD DSR 2008-09 PNO 181 I no 37)
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Metal 09 09 Cum 20320 18288
2) Sand 045 045 Cum 67748 30487
3) Cement 0295 0295 MT 12919 3811 Total Rs 52586
Additional Royalti Charges For Sand 045 10600 477
Additional Royalti Charges For Metal 09 3534 3181
Total Rs 380536
Add 050 VAT 1903
Total Rs 382439
Say Rs I I
ctl_E t
Technically Checked IPrepared By Correct
UDKande Pune Sub
Djjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
l
i
RATE ANALYSIS No7
ITEM Providing and laying in situ CC M-I0l36 of trap granite quartzite gneiss metal foundation including necessary bailing out water compacting and curing (including form work centering and excluding dewatering by pump) etc complete
1) Basic Rate Rs 284635 Cum (PWD DSR 2008-09 PND 176 I no 15)
Add lead charges
Material Qty Qty for item Unit Charges Amount
1) Metal 094 094 Cum 20320 19101
2) Sand 047 047 Cum 67748 31842
3) Cement 02025 02025 MT 12919 2616
Total Rs 53558
Additional Royalti Charges For Sand
Additional Royalti Charges For Metal
Add 050 VAT
cbullbullbullEbullbullmiddotbull
Prepared By
U D Kande
Pune Sub Ujjani Canal Sub-Division No33
Kuchi
047 10600 4982
094 3534 3322
Total Rs 346497
1732
Total Rs 348230
SayRs I Cum -
rcchnlcally rhecKed amp Quod Correct
Mhaisal Pump House Dn No2 Sangli
l
RATE ANALYSIS 9
ITEM No9 shyProviding and cutting bending hooking laying in position and tieing HYSD steel bar for reinforcement as per detailed drawings for all RCC works
Rate Analysis For Basic Rate Of Steel
Ref Procedure Adopted As Per sanction Estimate No 22309 by CE(SP)Pune
1) Labour Charges ( PWD SOR 2008-09PNO 182 I no 44 )
Rs 264200 1Cum
Basic Rate as per SEPWDPune Letter No 2332 at 30312010 is Rs 37000 1shy
2) Material 1) Steel 105 3700000 38850
2) Binding Wire 4 KgMT 48 19200
3) Initial Lead 105 926 Total
9723
3913923
Add Sundries Add Overheads
05
10
Total
19570 391392
IMTTotal Rate l5~~middot ershy4 6 1MT
12919Add Lead Charges For Steel 1 MT 12919
Total Rate
Add VAT 05 2 CC
n scu r
Prepared By
UD Kande
Pune Sub Ujjani Canal Sub-Division No33
Kuchi
Say Rs 1MT
Mhaisal Pump House Dn No2
Sangli
Qund Correct
Total Rate
-
RATE ANALYSIS 10
ITEM No 10 shyProviding selected hard murum filling including layng in layers of 15 em to 20 em watering and compacting etc complete
1) Basic Rate Rs 19000 Cum (PWD SOR 2008-09 PNO 173 I no 10 )
Add Royalty Charges For Murum 3534 3534 Total Rate 22534
Add VAT 05 113
Total Rate 22647
Say Rs 22645 Cum bulla EI
Prepared By
found Correct
UDKande Pune Sub Divisional Engineer
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
i
RATE ANALYSIS 17
ITEM No 17 -Prividing and laying cement concrete pipe ofLS NP2 900 rom in proper line level and slope including providing amp fixing collars in cement mortar 12 etc complete
1) Basic Rate Rs 203500 Rmt ( PWD SOR 2008-09 PNO 172 I no 6d )
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Supply Of Pipe 1 1 M 22583 22583 2) Sand 00021 00021 Cum 67748 142 3) Cement 00016 00016 MT 12919 021
Total Rs 22746
Add Royalty Charges For Sand 106 00021 022
Total Rs 226268
Add VAT 05 1131 Total Rs 227400
Say Rs I 227400 i
I Rmt
Sctlo1
-rnmd CorrectPrepared By
D Kande I Pune Sub Executive Engineer
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
Superintending Engineer
KKLIRRProject Circle Sangli
RATE ANALYSIS 19
ITEM No 19 -Prividing and laying cement concrete pipe of1S NP2 1200 mm in proper line level and slope including providing amp fixing collars in cement mortar 12 etc complete
1) Basic Rate Rs 325000 Rmt ( PWD SOR 2008-09 PNO 172 I no 6f )
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Supply Of Pipe 1 1 M 67749 67749 2) Sand 00044 00044 Cum 22583 099 3) Cement 00032 00032 MT 67748 217
Total Rs 68065
Add Royalty Charges For Sand 106 00044 047
Total Rs 393112
Add VAT 05 1966 Total Rs 395077
Prepared By s hecked
SayRs 395075 I Rmt
U D Kande
Pune Sub
Pound Correct
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
Superintending Engineer
KKLIRRProject Circle Sangli
Name of worrk constrr of SH Road Crossing Of Hiware Dy ch3630--m
gt1
BL
13700 )1 n COPING M-15 20 rso x iso
D size I eoo I I I III
646629 1
eaee soc130 SLOPE JOINING IP AT TBl
SR
644069
643769 644069
643769
STAUNCHWALL SECTIONOF HEAD WALL
SECTION AT A - A
o -e-
o GL 645971 o
o
U o w Z
0
rn( oB
300
GUARD STONE OF 750 X 200 X 150 ------- g r I I-- - _ __ _
I 0 I I I I I
I I I I ISL 64520 SPLAY 1 in 10
I I I I I I
I I I I I I I I
I I I I I 1111 I I I I
CANAL FLOW I 1 1 I I I I
I
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I _ I I
I I I bull o ----- ----
toaccommodate SR amp IPlevels I
0
Sub-PLAN
Ujani Canal Sub-Dv No 33 bullbullbullbull EI KUeHl
TRIAL PIT DATA oarGL
osaon
t oz
152
0680
I 0
Z 0
0 W
11 z 0
w 0 gt
WZ
0 u
I
--
h
~ ~ I IbIIII
bb ob
b6)
b b
ob b
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IJ
ame of work Construction of VRB at Ch Hivare - Walekhindi Dy Km NO4
SUB-ESTIMATE -2 (DIVERSION) ABSTRACT
Description Rate I UnitQuantity I Unit Amount
4500ICum
25920ICum
Item No1shyProvding earthwork for embankment Withl approved materials obtained from departmental land and other source including all lifts and leads laying in layers of 20 centimetre to 30 centimetre thickness breaking clods dressing to the required lines curves grades and sections compacting with power roller completeI(Rate Analysis No1) Item No2shySupplying 60 rnilimetre trap stone over metal at the side inclduing conveying stacking complete by blasting
I(Rate Analysis No2) Item No3shySupplying 40 milimetre trap stone metal dl~cum
broken at the side including conveying and stacking complete by blasting
I(Rate Analysis No3) Item No4-Supplying hard murum at the side including conveying and stacking complete I(Rate Analysis No4)
~
Item No5shySupplying soft murum at the rod side conveying and stacking complete
I(Rate Analysis No5) Item No6shySpreading130 milimetre metal including sectioning complete (DSR Rate 2008-09 Add Vat 050
1800t
Total Rs Say Rs 1810
Item No7shySpreading milimetre rnetal including sectioning complete (DSR Rate 2008-09 51148) 18 Add Vat 050 009
Total Rs 1809 Say Rs 1810
I I Description Rate I Unit AmountQuantity I Unit
Item No8shySpreading hard murum on the19500ICum formation over the road formation for side width and oversize metal includign sectioning etc compelte (DSR Rate 2008-09 Add Vat 050 006
Total Rs 1106 Say Rs 1105
Item No9shy1620ICum Spreading blindage of soft murum over
the water bound macadam surface etc complete (DSR Rate 2008-09 50149) 11Add Vat 050 006
Total Rs Say Rs
Item No10-48600ISqm Compacting the sub grade 1 gravel 1
over size metal ( 200 milimetre loose) tgt layer with power roller including
necessary labour material and artifical waterino complete (DSR Rate 2008-09 75 Add Vat 050
Total Rs 754 Say Rs
Item No11-45000ISqm Compacting the sub grade 1 gravel 1
over size metal ( 100 milimetre loose) - layer with power roller including necessary labour material and artifical waterinq complete (DSR Rate 2008-09 Add Vat 050 003
Total Rs 653t Say Rs 655
Item No12-45000ISqm Compacting the hard murum size width
layer on each side with power roller
including arthficial watering complete
(DSR Rate 2008-09 60149) 24I
Add Vat 050 001 Total Rs
Say Rs Total Rs
215500
I
~ U Ujani Canal Sub-Dv No 33
Narne of work Construction of VRB at Ch of Hivare - Walekhindi Dy Km No4
SUB-ESTIMATE -2 (DIVERSION)
MEASUREMNT No Length Breadth Height Quantity
Item No1-Provding earthwork for embankment with approved materials obtained from departmental land and other source including all lifts and leads laying in layers of 20 centimetre to 30 centimetre thickness breaking clods dressing to the required lines curves grades and sections compacting with power roller complete
DIVERSION 1 x 810 + 1150 x 075 = 88200 Cum 2
Item No2shySupplying 60 milimetre trap stone over size metal at the rod side inclduing conveying and stacking complete by blasting
DIVERSION 1 x 120 x 405 x 020 = 9720 Cum
Item No3shySupplying 40 milimetre trap stone metal hand broken at the rod side including conveying and stacking complete by blasting
DIVERSION 1 x 120 x 375 x 010 = 4500 Cum
Item No4shySupplying hard mururn at the rod side including conveying and stacking complete
SIDE WITH 1875 + 2175 2 =2025 2 x 120 x 2025 x 020 = 9720 SIDE WITH 1875 + 2175 2 =2025 2 x 120 x 2025 x 020 = 9720
13 Qty(9720 + 9720) = 6480
25920 Cum
Item No5shySupplying soft murum at the rod side including conveying and stacking complete
14 Qty of 6480 1620
1620 Cum
Item No6shySpreading 60 milimetre metal including sectioning complete
Qty as per Item NO3 1 x 195 = 195 Cum ( 9750 + 9750)
Item No7shySpreading 6040 milimetre metal including sectioning complete
Qty at per Item No4 9720 + 9720 x 1 = 6480 Cum 3
Item No8shySpreading hard rnurum on the rod formation over the road formation for side width and oversize metal includign sectioning etc compelte
Qty as per Item NO4 1 x 195 = 195 Cum ( 9750 + 9750)
Item No9shySpreading blindage of soft murum over the water bound macadam surface etc complete
Qty as per Item No5 1 x 1620 = 1620 Cum
Item No10shyCompacting the sub grade gravelover size metal ( 200 milimetre loose) layer with power roller inclUding necessary labour material and artifical watering complete
DIVERSION 1 x 120 x 405 = 48600 Sqm
Item No11shyCompacting the sub grade gravelover size metal ( 100 milimetre loose) layer with power roller including necessary labour material and artifical watering complete
APPROACH 1 x 120 x 375 = 45000Sqm
Item No12shyCompacting the hard murum size width layer on each side with power roller including arthficial watering complete
2 x 120 x 1875 = 45000Sqm
Name of work Construction of VRB at Ch Hivare - Walekhindi Dy Km No4
3
RATE ANALYSIS No1
Item No1-
Provding earthwork for embankment with approved materials obtained from
departmental land and other source including all lifts and leads laying in layers of 20
centimetre to 30 centimetre thickness breaking clods dressing to the required lines
curves grades and sections compacting with power roller complete
1) Completed item rate as per DSR 2008-09 Item No 29 -Page No
2) Add VAT 045 Cum
Total Rate
Say Rate Cum
Vjani Canal Sub-Dv No 33 KUCHI
Technically Checkell
found Pum
No2
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No2
Item No2shy
Supplying 60 milimetre trap stone over size metal at the rod side inclduing conveying and stacking complete by blasting
1) Completed item rate as per DSR 2008-09 16500 Cum Item No 41 Page
2) Additional lead charges for 60 mm metal for 24 Km For 25 For 20 Diff For 5 Km for 1 Km -For 24 Km -
bullbull -Deduct initial lead 12- - 12964
Net Lead =
20322 = 20322 x 1 =
Total _
2) Add VAT 050
Total Rate
Say Rate
Technically CanalSub-Dv No 33 ampfoundcorrecl KUCHl _
SPKulkarnI Pump House SecLEngr(II)
No2
Name of work Construction of VRB at Ch Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No3
Item No3shy
Supplying 40 milimetre trap stone metal hand broken at the rod side including conveying and stacking complete by blasting
1) Completed item rate as per DSR 2008-09 17500 I Cum Item No 43 Page No 147
2) Additional lead charges for 60 mm metal for 24 Km For 25 For 20 Diff For 5 Km for 1 Km
For 24 _ - Deduct initial lead 1291gt4 V
Net Lead =
- x = 1
Total Cum
2) Add VAT 050 Cum
f
Total Rate Cum
Say Rate Cum
UjaniCanalSub-Dv No 33 KUeHl
TechnIcally Checked amp correct
SPKulkarni SectEngr(H) Pump House
No2 Sangli
Narne of work Construction of VRB at Ch of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No4
Item No4shy
Supplying hard rnurum at the rod side including conveying and stacking complete
raquo 1) Completed item rate as per DSR 2008-09 7300 Cum
Item No No
--omiddot---middotmiddotmiddotmiddotmiddot--middotmiddot-middotmiddotmiddot-middot----- 2) Additional lead charges for Murum for
x 1 bull _ Cum bullbullbullbull bull bullbull - bull
Total Cum
2) Add VAT 050 Cum
Total Rate I Cum
Say Rate
UjaniCanal Dv No KUeHl
TechnIcally Checked found correct
SectEng r(II) Pump House
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No5
Item No5shy
Supplying soft murum at the rod side including conveying and stacking complete
1) Completed item per DSR 2008-09 7000 Cum Item No 46 Page No
=
Total I Cumr 2) Add VAT 050 - Cum
Total Rate I Cum
SayRate
Ujani CanalSub-De No 33 KUeHl
Executive Engineer MhaisalSctEngr(II)
n
2)
bull __
Additional lead charges for Murum for 2 Km
Tecllnlcllly Checked
bullKulkarni
__
-
1h -
Itz b bull bull
bull
___ _
-J
I J
I _T _
01 DESIGN 1 Assume a pipe diamter = D = 1200
TT= 314 Area of Pipe = TT 14 x D 2 =
3144x(12001000)2 113 sq m FSD 075 m Use Two pipes to carry total discharge
c r= r- hd = 450
600 h=thd = 150-- 0
FSD = 750
Sin a = Perpendicular 1hypoteneus= hd 1r = 025 Sin a = 025 Hence a = 959 degree
180-2xa= 16082 Length of Segment BCD = L = x TT x r 1180 =
L= 16082x314x600180 0842 m
Area of segment above FSD = Area of BCD = L x h x 23 = 0842x450x23= 0253 sq m
Total Area upto FSD = Area of pipe - Area of segment upto FSD = 11304-0253= 08774 sq m
Since we are using two pipes n = 2 Total Area up to FSD = 17548 sq m
02 Calculate the Afflux Afflux = V21788 + 001524) x [(A2a 2)-1]
10521788+001524)x(A2a2)-1middot= A = area of flow of canal = (2x15xO75+09)+09)2xO75=
A = 1519 sq m a = area of pipe upto FSD = 1755 sq m
Afflux = 0077 x -0251 -0019 m -19 mm
03 Find area and Wetted perimeter for FSD plus Afflux h = New FSD 075+-0019= 0731 m hd = 368-300 = 131
Sin a = Perpendicular 1hypoteneus= hd 1r = 0218333 Hence a = 131 degree
Angle = 180 - 2 x a = 1538 Length of Segment BCD = L = x TT x r 1180 =
L = 1538x314x1180 0805 m
Area of segment above FSD = Lx h x 23 = h = 300 - 68 = 232 m
Area of segment above FSD = 0805x2321000x23= 0125 sq m
Page 2
04 Area of segment below FSD =Area of Pipe less area above segment 11304-0125=
10054 sq m For Two pipes Area = 20108
05 Perimeter =Cir Of Pipe less Length of chord L of segment above FSD Perimeter = 314x120011000-0805=
1884 minus 0805 = 1079 m For Two pipes Perimeter = 2158 m
06 R = AlP 0931789 m 07 Number of rows n Two 2 08 Velocity through pipe = q 1a X 2 =
0791 msec 09 Calculation of Losses in the Structure shy
Head loss at entry h1 = Cdx(v22-v)2xg=
Cd = 05 V2 = 0791 rnsec V1 = 105 msec
h1 = 05x(0791 2-1052)(2x981)= -0012 m
Head Loss at Exit =h2 = 2 x h1 = -0024 m Frictional Loss in Pipe
hf = Lx (QCr) 181 199462 x d 481 = Where L = 5 m Q = 0151 cumec Cr = 065 for RCC pipesand D = 0900 m hf = 5 x (0151065) 181 199462 x (060) 481 = hf= 0005 m Losses are worked out for one pipe Since we are using two pipes the losses shall be doubled Total Loss = 2 x (h1 + h2 + hf) = -0062 m
Actual provided 0 mm Loss due to structure = -62 mm Afflux due to structure = -19 mm Since both Afflux amp Head Loss are negligible Hence it is ok
10 Bed Width at Junction = n x d + 2 x n x t + (n-1) x Gap= Where n is rows of pipes = 2 no
dis dia of pipe = 1200 mm t is the thickness of pipes - 80 mm
G gap between two rows = Key 300 mm Bed Width at Junction = 2x1200+2x2x80+(2-1)x300=
3020 mm
Page 3
11 length of Head wall = TBL-CBL and GL-CBL which ever is more shy
1522 m 4 x (TBL - CBL) or (GL-CBL) + BW at Junction + 2 x Key =
4x(645971-644449)+3020+2x300= 9709 mm
12 length of Stauch wall = nXd+2xnxt+(n-1)xGap + 2 x Key
3620 mm 13 length of Transition - Splay 1 10
(bed width of junction - Bed width of canal)2 x 10 = (3020-900)2x10
10600 mm 14 Controlling levels
Pipe Invert level = CBl = 644449 m Natural Surface Level = G L = 645971 m Top of the Bank Level = TBL = 645399 m Top of the pipe Level - CBL + d + t =
645729 m Min Murum Cover = 34 x d = 450 mm Wearing coat = 100 mm Top of Road level = 646279 mm
Slope for joining GL to Road formation LevI 1 in 30 Difference between Road and Ground Levels = Road Level - GL =
0308 0308 m Length of Connection bet Road amp Ground Level 0
Min Murum Bedding = 12 x d = 0 mm Bottom of Pipe Level = 644369 m Staunch Wall Foundation Level 300 mm below murum filling = 0 mm Staunch Wall Foundation = 644369 m Staunch Wall top width = 200 m Staunch Wall foundation width = 500 m foudation depth= 150 m Head wall foundation shyHeight of Foundation below the
Bottom of Pipe = 300 mm Foundation Depth = 300 mm Head Wall Foundation Level = 643769 m Top of Head wall = 646779 m 500 mm above Road Level incl 150 mm coping Top Width of Head wall = 600 mm With 750 x200 x 150 guard Stone 1Pillars Foundation Projection = 300 mm
mm
Page 4
0308
15 Stability Analysis of Head Wall
Guad Stones 2000 mm 750 X 200 X 150 mm
646779 I
646279 Road Format I
NSL
I I
645971
I2710 --------1-----------------middot2210
I ICBL 644449 I I I
A 1720 300 Ipa x Rx 21 644069 bull I 09476
300 643769 IB
2920
BaseWidth Moments about A RL 644069 m b= 232
Particulars Force r - - - L Arm I Moments -----------------------------------r------------ --------------------r---------
H V + ve - ve
middotmiddot -------------I------------+------------t------------ -------------------+----------------I---------------t-------------1-----------shy
W3 I 172 221 21 050 399 175 6971
1385 257 16933 232
19253 X = 1 = 139
a) B3 = 0773333 TRUE 1546667 2b3= Design OK e = b2 - x = -023 023
b) P max = Wb x (1+ (6xe I braquo = 9519 Design OK within SBCapacity c) P min = Wb x (1- (6xe 1braquo = 2418 Design OK Possitive Value to P min d) Factor of safety against overturnir 15
FS sliding =IM + ve 1 IM - ve = 25290752 = 729992952 Design O K
e) Factor of safety against sliding = 15 FS sliding =IM + ve 1 IM - ve = x I WI I V =
0333 x 2062 1562 = 1795727182 Design O K
Page 5
Base Width Moments about B RL 643769 m B= 292
Particulars L Arm Moments ------------------------------------------- ----- --------_-------- --------------- --------------- ---__------ -_ _-------shyH V + ve va _----------i------------+------------t------------ ---------------- -------shy
W1 06 271 24 1 390 06 2341 ------------l--------------------------T------------ ------------------------------------T---------------r-----------------------shy
W2 172 221 24 050 456 147 6721
r W5 03 292 24 1 210 146 3070 middot middotmiddotmiddot middot
------------1------------------------------------
27335 X = I = 1714
a) B3 = 0973333 TRUE 1946667 2b3= Design OK e = b2 - x = -0254 0254
b) P max = Wb x (1+ (6xe I b)) = 8313 Design OK within SBCapacity c) P min = Wb x (1- (6xe I b)) = 2611 Design OK Possitive Value to P min d) Factor of safety against overturnir 15
FS sliding + ve I - ve = 25290752 = 760 Design O K
e) Factor of safety against sliding = 15 FS sliding + ve I - ve = x r W I V =
0333 x 2062562 = 1676613472 Design O K
Sectional Eaglll bull er Vjani Canal No KUeHl
Page 6
I LEAD S TAT E MEN T (km-4) Name of worrk Construction of VRB Of Hiware Walekhindi Dv ch3630--m
km-4 - As per B ampC DSR 2008-09
Sr No Material Sources Lead in KM Total Net Lead Charges
Initial Lead Charges
Unit
1 Sand Balundgi 72 80712 12964 67748 Cum
2 Metal Revnal 24 33284 12964 20320 Cum
3 Cement Jath 22 22179 9260 12919 MT
4 Rubble Local 100 7876 12964 000 Cum
5 Steel Jath 22 22179 9260 12919 MT
6 Water Local 5 8642 8642 000 1000 Ltr
7 Murum Local 2 000 000 000 Cum
8 Pipe
Miraj 72 13773 2212 11561 Cum600rnm
9 Pipe
Miraj 72 26904 4321 22583 Cum800mm
10 Pipe
Miraj 72 26904 4321 22583 Cum900mm
11 Pipe
Miraj 72 26904 4321 22583 Cum1000mm
12 Pipe
Miraj 72 80713 12964 67749 Cum1200mm
Royalty Charges 3534 -3534 Increase in Cost of 11
Cement bullbull
Head Lead for 100 m 1585 Lead for 500 m 3297 Lead for 30 m 610
Loading amp Unloading 5335 MT
2100 30716 8946 21770 Rubble For Structure Local
ement Lead Charges 1KM 363 Initial Lead for Water 1166
1) Certified that the lead charges for different materials are as per for super Passage at ch 45460 statement (vide letter CE (SP) 1CE-4Jath Canal62591 I 2) Certified that the lead charges for different materials are as per approved lead for super Passage at ch 45460 statement (vide letter SE KKLlPC sanglil PB - 41 Jath lead4199 1Dt03092005) 3) Certified that the sufficient quantity of material will be availabel from quarries
UPrepared By al bullbullr
Sub
ound Correct U D Kande
Pune
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
Superintending Engineer
Krishna Koyna Lift Irrigation Project Circle
SangIi
RATE ANALYSIS No1
ITEM No1 shyExcavation for foundation in earth soil of all types sand gravel and soft murum including removing the excavated material upto a distance of 50 m Beyond the building area amp stacking and spreading as directed dewatering preparing the bed for foundation and necessary back filling ramming watering including showing and strutting etc complete
1) Basic Rate Rs 9000 Cum (PWD DSR 2008-09 PND 175 I no 1 )
Total RS 9000 SayRs Cum
Prepared By Cor ct
U D Kande Pune Sub
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
RATE ANALYSIS No 2
ITEM No2 shyExcavation for foundation in hard nurum including removing the excavated matrial upto a distrance of 50 m
Beyond the buildind area amp stacking and spreading as directed dewatering preparing the bed for foundation and necessary back filling ramming watering including shoring and strutting etc complete
1) Basic Rate (PWD DSR 2008-09 PND 175 I no
2)
Rs 10200 Cum
Total RS SayRs
10200 Cum
Prepared By Technically Checked Found Correct
Sub Divisional Engineer Ujjani Canal Sub-Division No33
Kuchi
U D Kande
Pune
Mhaisal Pump House Dn No2 Sangli
RATE ANALYSIS No3 ITEM No3 shyExcavation for foundation in soft rock and old cement and lime masonary foundation including removing the excavated material upto a distrance of 50 m Beyond the building area amp stacking and spreading as directed dewatering preparing the bed for foundation and necessary back filling with available earth murum ramming watering including shoring and strutting etc complete
1) Basic Rate Rs 22500 Cum (PWD DSR 2008-09 PNG 175 I no 4)
Total Rs 22500 SayRs _ Cum
Technically Checked ampPrepared By Cr c
u D Kande
Pune Sub Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2
Kuchi Sangli
I
I
RATE ANALYSIS No4 ITEM No4 shyExcavation for foundation in hard rock by blasting including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within distrance of 50 m From building area including dewatering and back filling with available earth murum ramming watering etc complete
1) Basic Rate Rs 36000 Cum (PWD DSR 2008-09 PND I no 5)
Total Rs 36000 SayRs Cum
Prepared By fcchnicaHy Checked amp found Correct
u D Kande Pune Sub Divisional Engineer Exec ive Engineer
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
l
RATE ANALYSIS No6
ITEM No6 shyProviding and laying M-15 RCC of trap granite quartzite gneiss metal for cast in situ piers abutments returns wings etc including compacting by vibrating and including formwork and bailing out water
1) Basic Rate Rs 320000 Cum (PWD DSR 2008-09 PNO 181 I no 37)
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Metal 09 09 Cum 20320 18288
2) Sand 045 045 Cum 67748 30487
3) Cement 0295 0295 MT 12919 3811 Total Rs 52586
Additional Royalti Charges For Sand 045 10600 477
Additional Royalti Charges For Metal 09 3534 3181
Total Rs 380536
Add 050 VAT 1903
Total Rs 382439
Say Rs I I
ctl_E t
Technically Checked IPrepared By Correct
UDKande Pune Sub
Djjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
l
i
RATE ANALYSIS No7
ITEM Providing and laying in situ CC M-I0l36 of trap granite quartzite gneiss metal foundation including necessary bailing out water compacting and curing (including form work centering and excluding dewatering by pump) etc complete
1) Basic Rate Rs 284635 Cum (PWD DSR 2008-09 PND 176 I no 15)
Add lead charges
Material Qty Qty for item Unit Charges Amount
1) Metal 094 094 Cum 20320 19101
2) Sand 047 047 Cum 67748 31842
3) Cement 02025 02025 MT 12919 2616
Total Rs 53558
Additional Royalti Charges For Sand
Additional Royalti Charges For Metal
Add 050 VAT
cbullbullbullEbullbullmiddotbull
Prepared By
U D Kande
Pune Sub Ujjani Canal Sub-Division No33
Kuchi
047 10600 4982
094 3534 3322
Total Rs 346497
1732
Total Rs 348230
SayRs I Cum -
rcchnlcally rhecKed amp Quod Correct
Mhaisal Pump House Dn No2 Sangli
l
RATE ANALYSIS 9
ITEM No9 shyProviding and cutting bending hooking laying in position and tieing HYSD steel bar for reinforcement as per detailed drawings for all RCC works
Rate Analysis For Basic Rate Of Steel
Ref Procedure Adopted As Per sanction Estimate No 22309 by CE(SP)Pune
1) Labour Charges ( PWD SOR 2008-09PNO 182 I no 44 )
Rs 264200 1Cum
Basic Rate as per SEPWDPune Letter No 2332 at 30312010 is Rs 37000 1shy
2) Material 1) Steel 105 3700000 38850
2) Binding Wire 4 KgMT 48 19200
3) Initial Lead 105 926 Total
9723
3913923
Add Sundries Add Overheads
05
10
Total
19570 391392
IMTTotal Rate l5~~middot ershy4 6 1MT
12919Add Lead Charges For Steel 1 MT 12919
Total Rate
Add VAT 05 2 CC
n scu r
Prepared By
UD Kande
Pune Sub Ujjani Canal Sub-Division No33
Kuchi
Say Rs 1MT
Mhaisal Pump House Dn No2
Sangli
Qund Correct
Total Rate
-
RATE ANALYSIS 10
ITEM No 10 shyProviding selected hard murum filling including layng in layers of 15 em to 20 em watering and compacting etc complete
1) Basic Rate Rs 19000 Cum (PWD SOR 2008-09 PNO 173 I no 10 )
Add Royalty Charges For Murum 3534 3534 Total Rate 22534
Add VAT 05 113
Total Rate 22647
Say Rs 22645 Cum bulla EI
Prepared By
found Correct
UDKande Pune Sub Divisional Engineer
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
i
RATE ANALYSIS 17
ITEM No 17 -Prividing and laying cement concrete pipe ofLS NP2 900 rom in proper line level and slope including providing amp fixing collars in cement mortar 12 etc complete
1) Basic Rate Rs 203500 Rmt ( PWD SOR 2008-09 PNO 172 I no 6d )
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Supply Of Pipe 1 1 M 22583 22583 2) Sand 00021 00021 Cum 67748 142 3) Cement 00016 00016 MT 12919 021
Total Rs 22746
Add Royalty Charges For Sand 106 00021 022
Total Rs 226268
Add VAT 05 1131 Total Rs 227400
Say Rs I 227400 i
I Rmt
Sctlo1
-rnmd CorrectPrepared By
D Kande I Pune Sub Executive Engineer
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
Superintending Engineer
KKLIRRProject Circle Sangli
RATE ANALYSIS 19
ITEM No 19 -Prividing and laying cement concrete pipe of1S NP2 1200 mm in proper line level and slope including providing amp fixing collars in cement mortar 12 etc complete
1) Basic Rate Rs 325000 Rmt ( PWD SOR 2008-09 PNO 172 I no 6f )
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Supply Of Pipe 1 1 M 67749 67749 2) Sand 00044 00044 Cum 22583 099 3) Cement 00032 00032 MT 67748 217
Total Rs 68065
Add Royalty Charges For Sand 106 00044 047
Total Rs 393112
Add VAT 05 1966 Total Rs 395077
Prepared By s hecked
SayRs 395075 I Rmt
U D Kande
Pune Sub
Pound Correct
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
Superintending Engineer
KKLIRRProject Circle Sangli
Name of worrk constrr of SH Road Crossing Of Hiware Dy ch3630--m
gt1
BL
13700 )1 n COPING M-15 20 rso x iso
D size I eoo I I I III
646629 1
eaee soc130 SLOPE JOINING IP AT TBl
SR
644069
643769 644069
643769
STAUNCHWALL SECTIONOF HEAD WALL
SECTION AT A - A
o -e-
o GL 645971 o
o
U o w Z
0
rn( oB
300
GUARD STONE OF 750 X 200 X 150 ------- g r I I-- - _ __ _
I 0 I I I I I
I I I I ISL 64520 SPLAY 1 in 10
I I I I I I
I I I I I I I I
I I I I I 1111 I I I I
CANAL FLOW I 1 1 I I I I
I
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I _ I I
I I I bull o ----- ----
toaccommodate SR amp IPlevels I
0
Sub-PLAN
Ujani Canal Sub-Dv No 33 bullbullbullbull EI KUeHl
TRIAL PIT DATA oarGL
osaon
t oz
152
0680
I 0
Z 0
0 W
11 z 0
w 0 gt
WZ
0 u
I
--
h
~ ~ I IbIIII
bb ob
b6)
b b
ob b
__ ---_
-ill
j I Ih b
middot U I
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shy
I
~
r
i
II Umiddot
IJ
ame of work Construction of VRB at Ch Hivare - Walekhindi Dy Km NO4
SUB-ESTIMATE -2 (DIVERSION) ABSTRACT
Description Rate I UnitQuantity I Unit Amount
4500ICum
25920ICum
Item No1shyProvding earthwork for embankment Withl approved materials obtained from departmental land and other source including all lifts and leads laying in layers of 20 centimetre to 30 centimetre thickness breaking clods dressing to the required lines curves grades and sections compacting with power roller completeI(Rate Analysis No1) Item No2shySupplying 60 rnilimetre trap stone over metal at the side inclduing conveying stacking complete by blasting
I(Rate Analysis No2) Item No3shySupplying 40 milimetre trap stone metal dl~cum
broken at the side including conveying and stacking complete by blasting
I(Rate Analysis No3) Item No4-Supplying hard murum at the side including conveying and stacking complete I(Rate Analysis No4)
~
Item No5shySupplying soft murum at the rod side conveying and stacking complete
I(Rate Analysis No5) Item No6shySpreading130 milimetre metal including sectioning complete (DSR Rate 2008-09 Add Vat 050
1800t
Total Rs Say Rs 1810
Item No7shySpreading milimetre rnetal including sectioning complete (DSR Rate 2008-09 51148) 18 Add Vat 050 009
Total Rs 1809 Say Rs 1810
I I Description Rate I Unit AmountQuantity I Unit
Item No8shySpreading hard murum on the19500ICum formation over the road formation for side width and oversize metal includign sectioning etc compelte (DSR Rate 2008-09 Add Vat 050 006
Total Rs 1106 Say Rs 1105
Item No9shy1620ICum Spreading blindage of soft murum over
the water bound macadam surface etc complete (DSR Rate 2008-09 50149) 11Add Vat 050 006
Total Rs Say Rs
Item No10-48600ISqm Compacting the sub grade 1 gravel 1
over size metal ( 200 milimetre loose) tgt layer with power roller including
necessary labour material and artifical waterino complete (DSR Rate 2008-09 75 Add Vat 050
Total Rs 754 Say Rs
Item No11-45000ISqm Compacting the sub grade 1 gravel 1
over size metal ( 100 milimetre loose) - layer with power roller including necessary labour material and artifical waterinq complete (DSR Rate 2008-09 Add Vat 050 003
Total Rs 653t Say Rs 655
Item No12-45000ISqm Compacting the hard murum size width
layer on each side with power roller
including arthficial watering complete
(DSR Rate 2008-09 60149) 24I
Add Vat 050 001 Total Rs
Say Rs Total Rs
215500
I
~ U Ujani Canal Sub-Dv No 33
Narne of work Construction of VRB at Ch of Hivare - Walekhindi Dy Km No4
SUB-ESTIMATE -2 (DIVERSION)
MEASUREMNT No Length Breadth Height Quantity
Item No1-Provding earthwork for embankment with approved materials obtained from departmental land and other source including all lifts and leads laying in layers of 20 centimetre to 30 centimetre thickness breaking clods dressing to the required lines curves grades and sections compacting with power roller complete
DIVERSION 1 x 810 + 1150 x 075 = 88200 Cum 2
Item No2shySupplying 60 milimetre trap stone over size metal at the rod side inclduing conveying and stacking complete by blasting
DIVERSION 1 x 120 x 405 x 020 = 9720 Cum
Item No3shySupplying 40 milimetre trap stone metal hand broken at the rod side including conveying and stacking complete by blasting
DIVERSION 1 x 120 x 375 x 010 = 4500 Cum
Item No4shySupplying hard mururn at the rod side including conveying and stacking complete
SIDE WITH 1875 + 2175 2 =2025 2 x 120 x 2025 x 020 = 9720 SIDE WITH 1875 + 2175 2 =2025 2 x 120 x 2025 x 020 = 9720
13 Qty(9720 + 9720) = 6480
25920 Cum
Item No5shySupplying soft murum at the rod side including conveying and stacking complete
14 Qty of 6480 1620
1620 Cum
Item No6shySpreading 60 milimetre metal including sectioning complete
Qty as per Item NO3 1 x 195 = 195 Cum ( 9750 + 9750)
Item No7shySpreading 6040 milimetre metal including sectioning complete
Qty at per Item No4 9720 + 9720 x 1 = 6480 Cum 3
Item No8shySpreading hard rnurum on the rod formation over the road formation for side width and oversize metal includign sectioning etc compelte
Qty as per Item NO4 1 x 195 = 195 Cum ( 9750 + 9750)
Item No9shySpreading blindage of soft murum over the water bound macadam surface etc complete
Qty as per Item No5 1 x 1620 = 1620 Cum
Item No10shyCompacting the sub grade gravelover size metal ( 200 milimetre loose) layer with power roller inclUding necessary labour material and artifical watering complete
DIVERSION 1 x 120 x 405 = 48600 Sqm
Item No11shyCompacting the sub grade gravelover size metal ( 100 milimetre loose) layer with power roller including necessary labour material and artifical watering complete
APPROACH 1 x 120 x 375 = 45000Sqm
Item No12shyCompacting the hard murum size width layer on each side with power roller including arthficial watering complete
2 x 120 x 1875 = 45000Sqm
Name of work Construction of VRB at Ch Hivare - Walekhindi Dy Km No4
3
RATE ANALYSIS No1
Item No1-
Provding earthwork for embankment with approved materials obtained from
departmental land and other source including all lifts and leads laying in layers of 20
centimetre to 30 centimetre thickness breaking clods dressing to the required lines
curves grades and sections compacting with power roller complete
1) Completed item rate as per DSR 2008-09 Item No 29 -Page No
2) Add VAT 045 Cum
Total Rate
Say Rate Cum
Vjani Canal Sub-Dv No 33 KUCHI
Technically Checkell
found Pum
No2
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No2
Item No2shy
Supplying 60 milimetre trap stone over size metal at the rod side inclduing conveying and stacking complete by blasting
1) Completed item rate as per DSR 2008-09 16500 Cum Item No 41 Page
2) Additional lead charges for 60 mm metal for 24 Km For 25 For 20 Diff For 5 Km for 1 Km -For 24 Km -
bullbull -Deduct initial lead 12- - 12964
Net Lead =
20322 = 20322 x 1 =
Total _
2) Add VAT 050
Total Rate
Say Rate
Technically CanalSub-Dv No 33 ampfoundcorrecl KUCHl _
SPKulkarnI Pump House SecLEngr(II)
No2
Name of work Construction of VRB at Ch Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No3
Item No3shy
Supplying 40 milimetre trap stone metal hand broken at the rod side including conveying and stacking complete by blasting
1) Completed item rate as per DSR 2008-09 17500 I Cum Item No 43 Page No 147
2) Additional lead charges for 60 mm metal for 24 Km For 25 For 20 Diff For 5 Km for 1 Km
For 24 _ - Deduct initial lead 1291gt4 V
Net Lead =
- x = 1
Total Cum
2) Add VAT 050 Cum
f
Total Rate Cum
Say Rate Cum
UjaniCanalSub-Dv No 33 KUeHl
TechnIcally Checked amp correct
SPKulkarni SectEngr(H) Pump House
No2 Sangli
Narne of work Construction of VRB at Ch of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No4
Item No4shy
Supplying hard rnurum at the rod side including conveying and stacking complete
raquo 1) Completed item rate as per DSR 2008-09 7300 Cum
Item No No
--omiddot---middotmiddotmiddotmiddotmiddot--middotmiddot-middotmiddotmiddot-middot----- 2) Additional lead charges for Murum for
x 1 bull _ Cum bullbullbullbull bull bullbull - bull
Total Cum
2) Add VAT 050 Cum
Total Rate I Cum
Say Rate
UjaniCanal Dv No KUeHl
TechnIcally Checked found correct
SectEng r(II) Pump House
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No5
Item No5shy
Supplying soft murum at the rod side including conveying and stacking complete
1) Completed item per DSR 2008-09 7000 Cum Item No 46 Page No
=
Total I Cumr 2) Add VAT 050 - Cum
Total Rate I Cum
SayRate
Ujani CanalSub-De No 33 KUeHl
Executive Engineer MhaisalSctEngr(II)
n
2)
bull __
Additional lead charges for Murum for 2 Km
Tecllnlcllly Checked
bullKulkarni
__
-
1h -
Itz b bull bull
bull
___ _
-J
I J
I _T _
04 Area of segment below FSD =Area of Pipe less area above segment 11304-0125=
10054 sq m For Two pipes Area = 20108
05 Perimeter =Cir Of Pipe less Length of chord L of segment above FSD Perimeter = 314x120011000-0805=
1884 minus 0805 = 1079 m For Two pipes Perimeter = 2158 m
06 R = AlP 0931789 m 07 Number of rows n Two 2 08 Velocity through pipe = q 1a X 2 =
0791 msec 09 Calculation of Losses in the Structure shy
Head loss at entry h1 = Cdx(v22-v)2xg=
Cd = 05 V2 = 0791 rnsec V1 = 105 msec
h1 = 05x(0791 2-1052)(2x981)= -0012 m
Head Loss at Exit =h2 = 2 x h1 = -0024 m Frictional Loss in Pipe
hf = Lx (QCr) 181 199462 x d 481 = Where L = 5 m Q = 0151 cumec Cr = 065 for RCC pipesand D = 0900 m hf = 5 x (0151065) 181 199462 x (060) 481 = hf= 0005 m Losses are worked out for one pipe Since we are using two pipes the losses shall be doubled Total Loss = 2 x (h1 + h2 + hf) = -0062 m
Actual provided 0 mm Loss due to structure = -62 mm Afflux due to structure = -19 mm Since both Afflux amp Head Loss are negligible Hence it is ok
10 Bed Width at Junction = n x d + 2 x n x t + (n-1) x Gap= Where n is rows of pipes = 2 no
dis dia of pipe = 1200 mm t is the thickness of pipes - 80 mm
G gap between two rows = Key 300 mm Bed Width at Junction = 2x1200+2x2x80+(2-1)x300=
3020 mm
Page 3
11 length of Head wall = TBL-CBL and GL-CBL which ever is more shy
1522 m 4 x (TBL - CBL) or (GL-CBL) + BW at Junction + 2 x Key =
4x(645971-644449)+3020+2x300= 9709 mm
12 length of Stauch wall = nXd+2xnxt+(n-1)xGap + 2 x Key
3620 mm 13 length of Transition - Splay 1 10
(bed width of junction - Bed width of canal)2 x 10 = (3020-900)2x10
10600 mm 14 Controlling levels
Pipe Invert level = CBl = 644449 m Natural Surface Level = G L = 645971 m Top of the Bank Level = TBL = 645399 m Top of the pipe Level - CBL + d + t =
645729 m Min Murum Cover = 34 x d = 450 mm Wearing coat = 100 mm Top of Road level = 646279 mm
Slope for joining GL to Road formation LevI 1 in 30 Difference between Road and Ground Levels = Road Level - GL =
0308 0308 m Length of Connection bet Road amp Ground Level 0
Min Murum Bedding = 12 x d = 0 mm Bottom of Pipe Level = 644369 m Staunch Wall Foundation Level 300 mm below murum filling = 0 mm Staunch Wall Foundation = 644369 m Staunch Wall top width = 200 m Staunch Wall foundation width = 500 m foudation depth= 150 m Head wall foundation shyHeight of Foundation below the
Bottom of Pipe = 300 mm Foundation Depth = 300 mm Head Wall Foundation Level = 643769 m Top of Head wall = 646779 m 500 mm above Road Level incl 150 mm coping Top Width of Head wall = 600 mm With 750 x200 x 150 guard Stone 1Pillars Foundation Projection = 300 mm
mm
Page 4
0308
15 Stability Analysis of Head Wall
Guad Stones 2000 mm 750 X 200 X 150 mm
646779 I
646279 Road Format I
NSL
I I
645971
I2710 --------1-----------------middot2210
I ICBL 644449 I I I
A 1720 300 Ipa x Rx 21 644069 bull I 09476
300 643769 IB
2920
BaseWidth Moments about A RL 644069 m b= 232
Particulars Force r - - - L Arm I Moments -----------------------------------r------------ --------------------r---------
H V + ve - ve
middotmiddot -------------I------------+------------t------------ -------------------+----------------I---------------t-------------1-----------shy
W3 I 172 221 21 050 399 175 6971
1385 257 16933 232
19253 X = 1 = 139
a) B3 = 0773333 TRUE 1546667 2b3= Design OK e = b2 - x = -023 023
b) P max = Wb x (1+ (6xe I braquo = 9519 Design OK within SBCapacity c) P min = Wb x (1- (6xe 1braquo = 2418 Design OK Possitive Value to P min d) Factor of safety against overturnir 15
FS sliding =IM + ve 1 IM - ve = 25290752 = 729992952 Design O K
e) Factor of safety against sliding = 15 FS sliding =IM + ve 1 IM - ve = x I WI I V =
0333 x 2062 1562 = 1795727182 Design O K
Page 5
Base Width Moments about B RL 643769 m B= 292
Particulars L Arm Moments ------------------------------------------- ----- --------_-------- --------------- --------------- ---__------ -_ _-------shyH V + ve va _----------i------------+------------t------------ ---------------- -------shy
W1 06 271 24 1 390 06 2341 ------------l--------------------------T------------ ------------------------------------T---------------r-----------------------shy
W2 172 221 24 050 456 147 6721
r W5 03 292 24 1 210 146 3070 middot middotmiddotmiddot middot
------------1------------------------------------
27335 X = I = 1714
a) B3 = 0973333 TRUE 1946667 2b3= Design OK e = b2 - x = -0254 0254
b) P max = Wb x (1+ (6xe I b)) = 8313 Design OK within SBCapacity c) P min = Wb x (1- (6xe I b)) = 2611 Design OK Possitive Value to P min d) Factor of safety against overturnir 15
FS sliding + ve I - ve = 25290752 = 760 Design O K
e) Factor of safety against sliding = 15 FS sliding + ve I - ve = x r W I V =
0333 x 2062562 = 1676613472 Design O K
Sectional Eaglll bull er Vjani Canal No KUeHl
Page 6
I LEAD S TAT E MEN T (km-4) Name of worrk Construction of VRB Of Hiware Walekhindi Dv ch3630--m
km-4 - As per B ampC DSR 2008-09
Sr No Material Sources Lead in KM Total Net Lead Charges
Initial Lead Charges
Unit
1 Sand Balundgi 72 80712 12964 67748 Cum
2 Metal Revnal 24 33284 12964 20320 Cum
3 Cement Jath 22 22179 9260 12919 MT
4 Rubble Local 100 7876 12964 000 Cum
5 Steel Jath 22 22179 9260 12919 MT
6 Water Local 5 8642 8642 000 1000 Ltr
7 Murum Local 2 000 000 000 Cum
8 Pipe
Miraj 72 13773 2212 11561 Cum600rnm
9 Pipe
Miraj 72 26904 4321 22583 Cum800mm
10 Pipe
Miraj 72 26904 4321 22583 Cum900mm
11 Pipe
Miraj 72 26904 4321 22583 Cum1000mm
12 Pipe
Miraj 72 80713 12964 67749 Cum1200mm
Royalty Charges 3534 -3534 Increase in Cost of 11
Cement bullbull
Head Lead for 100 m 1585 Lead for 500 m 3297 Lead for 30 m 610
Loading amp Unloading 5335 MT
2100 30716 8946 21770 Rubble For Structure Local
ement Lead Charges 1KM 363 Initial Lead for Water 1166
1) Certified that the lead charges for different materials are as per for super Passage at ch 45460 statement (vide letter CE (SP) 1CE-4Jath Canal62591 I 2) Certified that the lead charges for different materials are as per approved lead for super Passage at ch 45460 statement (vide letter SE KKLlPC sanglil PB - 41 Jath lead4199 1Dt03092005) 3) Certified that the sufficient quantity of material will be availabel from quarries
UPrepared By al bullbullr
Sub
ound Correct U D Kande
Pune
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
Superintending Engineer
Krishna Koyna Lift Irrigation Project Circle
SangIi
RATE ANALYSIS No1
ITEM No1 shyExcavation for foundation in earth soil of all types sand gravel and soft murum including removing the excavated material upto a distance of 50 m Beyond the building area amp stacking and spreading as directed dewatering preparing the bed for foundation and necessary back filling ramming watering including showing and strutting etc complete
1) Basic Rate Rs 9000 Cum (PWD DSR 2008-09 PND 175 I no 1 )
Total RS 9000 SayRs Cum
Prepared By Cor ct
U D Kande Pune Sub
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
RATE ANALYSIS No 2
ITEM No2 shyExcavation for foundation in hard nurum including removing the excavated matrial upto a distrance of 50 m
Beyond the buildind area amp stacking and spreading as directed dewatering preparing the bed for foundation and necessary back filling ramming watering including shoring and strutting etc complete
1) Basic Rate (PWD DSR 2008-09 PND 175 I no
2)
Rs 10200 Cum
Total RS SayRs
10200 Cum
Prepared By Technically Checked Found Correct
Sub Divisional Engineer Ujjani Canal Sub-Division No33
Kuchi
U D Kande
Pune
Mhaisal Pump House Dn No2 Sangli
RATE ANALYSIS No3 ITEM No3 shyExcavation for foundation in soft rock and old cement and lime masonary foundation including removing the excavated material upto a distrance of 50 m Beyond the building area amp stacking and spreading as directed dewatering preparing the bed for foundation and necessary back filling with available earth murum ramming watering including shoring and strutting etc complete
1) Basic Rate Rs 22500 Cum (PWD DSR 2008-09 PNG 175 I no 4)
Total Rs 22500 SayRs _ Cum
Technically Checked ampPrepared By Cr c
u D Kande
Pune Sub Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2
Kuchi Sangli
I
I
RATE ANALYSIS No4 ITEM No4 shyExcavation for foundation in hard rock by blasting including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within distrance of 50 m From building area including dewatering and back filling with available earth murum ramming watering etc complete
1) Basic Rate Rs 36000 Cum (PWD DSR 2008-09 PND I no 5)
Total Rs 36000 SayRs Cum
Prepared By fcchnicaHy Checked amp found Correct
u D Kande Pune Sub Divisional Engineer Exec ive Engineer
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
l
RATE ANALYSIS No6
ITEM No6 shyProviding and laying M-15 RCC of trap granite quartzite gneiss metal for cast in situ piers abutments returns wings etc including compacting by vibrating and including formwork and bailing out water
1) Basic Rate Rs 320000 Cum (PWD DSR 2008-09 PNO 181 I no 37)
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Metal 09 09 Cum 20320 18288
2) Sand 045 045 Cum 67748 30487
3) Cement 0295 0295 MT 12919 3811 Total Rs 52586
Additional Royalti Charges For Sand 045 10600 477
Additional Royalti Charges For Metal 09 3534 3181
Total Rs 380536
Add 050 VAT 1903
Total Rs 382439
Say Rs I I
ctl_E t
Technically Checked IPrepared By Correct
UDKande Pune Sub
Djjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
l
i
RATE ANALYSIS No7
ITEM Providing and laying in situ CC M-I0l36 of trap granite quartzite gneiss metal foundation including necessary bailing out water compacting and curing (including form work centering and excluding dewatering by pump) etc complete
1) Basic Rate Rs 284635 Cum (PWD DSR 2008-09 PND 176 I no 15)
Add lead charges
Material Qty Qty for item Unit Charges Amount
1) Metal 094 094 Cum 20320 19101
2) Sand 047 047 Cum 67748 31842
3) Cement 02025 02025 MT 12919 2616
Total Rs 53558
Additional Royalti Charges For Sand
Additional Royalti Charges For Metal
Add 050 VAT
cbullbullbullEbullbullmiddotbull
Prepared By
U D Kande
Pune Sub Ujjani Canal Sub-Division No33
Kuchi
047 10600 4982
094 3534 3322
Total Rs 346497
1732
Total Rs 348230
SayRs I Cum -
rcchnlcally rhecKed amp Quod Correct
Mhaisal Pump House Dn No2 Sangli
l
RATE ANALYSIS 9
ITEM No9 shyProviding and cutting bending hooking laying in position and tieing HYSD steel bar for reinforcement as per detailed drawings for all RCC works
Rate Analysis For Basic Rate Of Steel
Ref Procedure Adopted As Per sanction Estimate No 22309 by CE(SP)Pune
1) Labour Charges ( PWD SOR 2008-09PNO 182 I no 44 )
Rs 264200 1Cum
Basic Rate as per SEPWDPune Letter No 2332 at 30312010 is Rs 37000 1shy
2) Material 1) Steel 105 3700000 38850
2) Binding Wire 4 KgMT 48 19200
3) Initial Lead 105 926 Total
9723
3913923
Add Sundries Add Overheads
05
10
Total
19570 391392
IMTTotal Rate l5~~middot ershy4 6 1MT
12919Add Lead Charges For Steel 1 MT 12919
Total Rate
Add VAT 05 2 CC
n scu r
Prepared By
UD Kande
Pune Sub Ujjani Canal Sub-Division No33
Kuchi
Say Rs 1MT
Mhaisal Pump House Dn No2
Sangli
Qund Correct
Total Rate
-
RATE ANALYSIS 10
ITEM No 10 shyProviding selected hard murum filling including layng in layers of 15 em to 20 em watering and compacting etc complete
1) Basic Rate Rs 19000 Cum (PWD SOR 2008-09 PNO 173 I no 10 )
Add Royalty Charges For Murum 3534 3534 Total Rate 22534
Add VAT 05 113
Total Rate 22647
Say Rs 22645 Cum bulla EI
Prepared By
found Correct
UDKande Pune Sub Divisional Engineer
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
i
RATE ANALYSIS 17
ITEM No 17 -Prividing and laying cement concrete pipe ofLS NP2 900 rom in proper line level and slope including providing amp fixing collars in cement mortar 12 etc complete
1) Basic Rate Rs 203500 Rmt ( PWD SOR 2008-09 PNO 172 I no 6d )
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Supply Of Pipe 1 1 M 22583 22583 2) Sand 00021 00021 Cum 67748 142 3) Cement 00016 00016 MT 12919 021
Total Rs 22746
Add Royalty Charges For Sand 106 00021 022
Total Rs 226268
Add VAT 05 1131 Total Rs 227400
Say Rs I 227400 i
I Rmt
Sctlo1
-rnmd CorrectPrepared By
D Kande I Pune Sub Executive Engineer
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
Superintending Engineer
KKLIRRProject Circle Sangli
RATE ANALYSIS 19
ITEM No 19 -Prividing and laying cement concrete pipe of1S NP2 1200 mm in proper line level and slope including providing amp fixing collars in cement mortar 12 etc complete
1) Basic Rate Rs 325000 Rmt ( PWD SOR 2008-09 PNO 172 I no 6f )
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Supply Of Pipe 1 1 M 67749 67749 2) Sand 00044 00044 Cum 22583 099 3) Cement 00032 00032 MT 67748 217
Total Rs 68065
Add Royalty Charges For Sand 106 00044 047
Total Rs 393112
Add VAT 05 1966 Total Rs 395077
Prepared By s hecked
SayRs 395075 I Rmt
U D Kande
Pune Sub
Pound Correct
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
Superintending Engineer
KKLIRRProject Circle Sangli
Name of worrk constrr of SH Road Crossing Of Hiware Dy ch3630--m
gt1
BL
13700 )1 n COPING M-15 20 rso x iso
D size I eoo I I I III
646629 1
eaee soc130 SLOPE JOINING IP AT TBl
SR
644069
643769 644069
643769
STAUNCHWALL SECTIONOF HEAD WALL
SECTION AT A - A
o -e-
o GL 645971 o
o
U o w Z
0
rn( oB
300
GUARD STONE OF 750 X 200 X 150 ------- g r I I-- - _ __ _
I 0 I I I I I
I I I I ISL 64520 SPLAY 1 in 10
I I I I I I
I I I I I I I I
I I I I I 1111 I I I I
CANAL FLOW I 1 1 I I I I
I
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I _ I I
I I I bull o ----- ----
toaccommodate SR amp IPlevels I
0
Sub-PLAN
Ujani Canal Sub-Dv No 33 bullbullbullbull EI KUeHl
TRIAL PIT DATA oarGL
osaon
t oz
152
0680
I 0
Z 0
0 W
11 z 0
w 0 gt
WZ
0 u
I
--
h
~ ~ I IbIIII
bb ob
b6)
b b
ob b
__ ---_
-ill
j I Ih b
middot U I
bbo -
shy
I
~
r
i
II Umiddot
IJ
ame of work Construction of VRB at Ch Hivare - Walekhindi Dy Km NO4
SUB-ESTIMATE -2 (DIVERSION) ABSTRACT
Description Rate I UnitQuantity I Unit Amount
4500ICum
25920ICum
Item No1shyProvding earthwork for embankment Withl approved materials obtained from departmental land and other source including all lifts and leads laying in layers of 20 centimetre to 30 centimetre thickness breaking clods dressing to the required lines curves grades and sections compacting with power roller completeI(Rate Analysis No1) Item No2shySupplying 60 rnilimetre trap stone over metal at the side inclduing conveying stacking complete by blasting
I(Rate Analysis No2) Item No3shySupplying 40 milimetre trap stone metal dl~cum
broken at the side including conveying and stacking complete by blasting
I(Rate Analysis No3) Item No4-Supplying hard murum at the side including conveying and stacking complete I(Rate Analysis No4)
~
Item No5shySupplying soft murum at the rod side conveying and stacking complete
I(Rate Analysis No5) Item No6shySpreading130 milimetre metal including sectioning complete (DSR Rate 2008-09 Add Vat 050
1800t
Total Rs Say Rs 1810
Item No7shySpreading milimetre rnetal including sectioning complete (DSR Rate 2008-09 51148) 18 Add Vat 050 009
Total Rs 1809 Say Rs 1810
I I Description Rate I Unit AmountQuantity I Unit
Item No8shySpreading hard murum on the19500ICum formation over the road formation for side width and oversize metal includign sectioning etc compelte (DSR Rate 2008-09 Add Vat 050 006
Total Rs 1106 Say Rs 1105
Item No9shy1620ICum Spreading blindage of soft murum over
the water bound macadam surface etc complete (DSR Rate 2008-09 50149) 11Add Vat 050 006
Total Rs Say Rs
Item No10-48600ISqm Compacting the sub grade 1 gravel 1
over size metal ( 200 milimetre loose) tgt layer with power roller including
necessary labour material and artifical waterino complete (DSR Rate 2008-09 75 Add Vat 050
Total Rs 754 Say Rs
Item No11-45000ISqm Compacting the sub grade 1 gravel 1
over size metal ( 100 milimetre loose) - layer with power roller including necessary labour material and artifical waterinq complete (DSR Rate 2008-09 Add Vat 050 003
Total Rs 653t Say Rs 655
Item No12-45000ISqm Compacting the hard murum size width
layer on each side with power roller
including arthficial watering complete
(DSR Rate 2008-09 60149) 24I
Add Vat 050 001 Total Rs
Say Rs Total Rs
215500
I
~ U Ujani Canal Sub-Dv No 33
Narne of work Construction of VRB at Ch of Hivare - Walekhindi Dy Km No4
SUB-ESTIMATE -2 (DIVERSION)
MEASUREMNT No Length Breadth Height Quantity
Item No1-Provding earthwork for embankment with approved materials obtained from departmental land and other source including all lifts and leads laying in layers of 20 centimetre to 30 centimetre thickness breaking clods dressing to the required lines curves grades and sections compacting with power roller complete
DIVERSION 1 x 810 + 1150 x 075 = 88200 Cum 2
Item No2shySupplying 60 milimetre trap stone over size metal at the rod side inclduing conveying and stacking complete by blasting
DIVERSION 1 x 120 x 405 x 020 = 9720 Cum
Item No3shySupplying 40 milimetre trap stone metal hand broken at the rod side including conveying and stacking complete by blasting
DIVERSION 1 x 120 x 375 x 010 = 4500 Cum
Item No4shySupplying hard mururn at the rod side including conveying and stacking complete
SIDE WITH 1875 + 2175 2 =2025 2 x 120 x 2025 x 020 = 9720 SIDE WITH 1875 + 2175 2 =2025 2 x 120 x 2025 x 020 = 9720
13 Qty(9720 + 9720) = 6480
25920 Cum
Item No5shySupplying soft murum at the rod side including conveying and stacking complete
14 Qty of 6480 1620
1620 Cum
Item No6shySpreading 60 milimetre metal including sectioning complete
Qty as per Item NO3 1 x 195 = 195 Cum ( 9750 + 9750)
Item No7shySpreading 6040 milimetre metal including sectioning complete
Qty at per Item No4 9720 + 9720 x 1 = 6480 Cum 3
Item No8shySpreading hard rnurum on the rod formation over the road formation for side width and oversize metal includign sectioning etc compelte
Qty as per Item NO4 1 x 195 = 195 Cum ( 9750 + 9750)
Item No9shySpreading blindage of soft murum over the water bound macadam surface etc complete
Qty as per Item No5 1 x 1620 = 1620 Cum
Item No10shyCompacting the sub grade gravelover size metal ( 200 milimetre loose) layer with power roller inclUding necessary labour material and artifical watering complete
DIVERSION 1 x 120 x 405 = 48600 Sqm
Item No11shyCompacting the sub grade gravelover size metal ( 100 milimetre loose) layer with power roller including necessary labour material and artifical watering complete
APPROACH 1 x 120 x 375 = 45000Sqm
Item No12shyCompacting the hard murum size width layer on each side with power roller including arthficial watering complete
2 x 120 x 1875 = 45000Sqm
Name of work Construction of VRB at Ch Hivare - Walekhindi Dy Km No4
3
RATE ANALYSIS No1
Item No1-
Provding earthwork for embankment with approved materials obtained from
departmental land and other source including all lifts and leads laying in layers of 20
centimetre to 30 centimetre thickness breaking clods dressing to the required lines
curves grades and sections compacting with power roller complete
1) Completed item rate as per DSR 2008-09 Item No 29 -Page No
2) Add VAT 045 Cum
Total Rate
Say Rate Cum
Vjani Canal Sub-Dv No 33 KUCHI
Technically Checkell
found Pum
No2
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No2
Item No2shy
Supplying 60 milimetre trap stone over size metal at the rod side inclduing conveying and stacking complete by blasting
1) Completed item rate as per DSR 2008-09 16500 Cum Item No 41 Page
2) Additional lead charges for 60 mm metal for 24 Km For 25 For 20 Diff For 5 Km for 1 Km -For 24 Km -
bullbull -Deduct initial lead 12- - 12964
Net Lead =
20322 = 20322 x 1 =
Total _
2) Add VAT 050
Total Rate
Say Rate
Technically CanalSub-Dv No 33 ampfoundcorrecl KUCHl _
SPKulkarnI Pump House SecLEngr(II)
No2
Name of work Construction of VRB at Ch Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No3
Item No3shy
Supplying 40 milimetre trap stone metal hand broken at the rod side including conveying and stacking complete by blasting
1) Completed item rate as per DSR 2008-09 17500 I Cum Item No 43 Page No 147
2) Additional lead charges for 60 mm metal for 24 Km For 25 For 20 Diff For 5 Km for 1 Km
For 24 _ - Deduct initial lead 1291gt4 V
Net Lead =
- x = 1
Total Cum
2) Add VAT 050 Cum
f
Total Rate Cum
Say Rate Cum
UjaniCanalSub-Dv No 33 KUeHl
TechnIcally Checked amp correct
SPKulkarni SectEngr(H) Pump House
No2 Sangli
Narne of work Construction of VRB at Ch of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No4
Item No4shy
Supplying hard rnurum at the rod side including conveying and stacking complete
raquo 1) Completed item rate as per DSR 2008-09 7300 Cum
Item No No
--omiddot---middotmiddotmiddotmiddotmiddot--middotmiddot-middotmiddotmiddot-middot----- 2) Additional lead charges for Murum for
x 1 bull _ Cum bullbullbullbull bull bullbull - bull
Total Cum
2) Add VAT 050 Cum
Total Rate I Cum
Say Rate
UjaniCanal Dv No KUeHl
TechnIcally Checked found correct
SectEng r(II) Pump House
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No5
Item No5shy
Supplying soft murum at the rod side including conveying and stacking complete
1) Completed item per DSR 2008-09 7000 Cum Item No 46 Page No
=
Total I Cumr 2) Add VAT 050 - Cum
Total Rate I Cum
SayRate
Ujani CanalSub-De No 33 KUeHl
Executive Engineer MhaisalSctEngr(II)
n
2)
bull __
Additional lead charges for Murum for 2 Km
Tecllnlcllly Checked
bullKulkarni
__
-
1h -
Itz b bull bull
bull
___ _
-J
I J
I _T _
11 length of Head wall = TBL-CBL and GL-CBL which ever is more shy
1522 m 4 x (TBL - CBL) or (GL-CBL) + BW at Junction + 2 x Key =
4x(645971-644449)+3020+2x300= 9709 mm
12 length of Stauch wall = nXd+2xnxt+(n-1)xGap + 2 x Key
3620 mm 13 length of Transition - Splay 1 10
(bed width of junction - Bed width of canal)2 x 10 = (3020-900)2x10
10600 mm 14 Controlling levels
Pipe Invert level = CBl = 644449 m Natural Surface Level = G L = 645971 m Top of the Bank Level = TBL = 645399 m Top of the pipe Level - CBL + d + t =
645729 m Min Murum Cover = 34 x d = 450 mm Wearing coat = 100 mm Top of Road level = 646279 mm
Slope for joining GL to Road formation LevI 1 in 30 Difference between Road and Ground Levels = Road Level - GL =
0308 0308 m Length of Connection bet Road amp Ground Level 0
Min Murum Bedding = 12 x d = 0 mm Bottom of Pipe Level = 644369 m Staunch Wall Foundation Level 300 mm below murum filling = 0 mm Staunch Wall Foundation = 644369 m Staunch Wall top width = 200 m Staunch Wall foundation width = 500 m foudation depth= 150 m Head wall foundation shyHeight of Foundation below the
Bottom of Pipe = 300 mm Foundation Depth = 300 mm Head Wall Foundation Level = 643769 m Top of Head wall = 646779 m 500 mm above Road Level incl 150 mm coping Top Width of Head wall = 600 mm With 750 x200 x 150 guard Stone 1Pillars Foundation Projection = 300 mm
mm
Page 4
0308
15 Stability Analysis of Head Wall
Guad Stones 2000 mm 750 X 200 X 150 mm
646779 I
646279 Road Format I
NSL
I I
645971
I2710 --------1-----------------middot2210
I ICBL 644449 I I I
A 1720 300 Ipa x Rx 21 644069 bull I 09476
300 643769 IB
2920
BaseWidth Moments about A RL 644069 m b= 232
Particulars Force r - - - L Arm I Moments -----------------------------------r------------ --------------------r---------
H V + ve - ve
middotmiddot -------------I------------+------------t------------ -------------------+----------------I---------------t-------------1-----------shy
W3 I 172 221 21 050 399 175 6971
1385 257 16933 232
19253 X = 1 = 139
a) B3 = 0773333 TRUE 1546667 2b3= Design OK e = b2 - x = -023 023
b) P max = Wb x (1+ (6xe I braquo = 9519 Design OK within SBCapacity c) P min = Wb x (1- (6xe 1braquo = 2418 Design OK Possitive Value to P min d) Factor of safety against overturnir 15
FS sliding =IM + ve 1 IM - ve = 25290752 = 729992952 Design O K
e) Factor of safety against sliding = 15 FS sliding =IM + ve 1 IM - ve = x I WI I V =
0333 x 2062 1562 = 1795727182 Design O K
Page 5
Base Width Moments about B RL 643769 m B= 292
Particulars L Arm Moments ------------------------------------------- ----- --------_-------- --------------- --------------- ---__------ -_ _-------shyH V + ve va _----------i------------+------------t------------ ---------------- -------shy
W1 06 271 24 1 390 06 2341 ------------l--------------------------T------------ ------------------------------------T---------------r-----------------------shy
W2 172 221 24 050 456 147 6721
r W5 03 292 24 1 210 146 3070 middot middotmiddotmiddot middot
------------1------------------------------------
27335 X = I = 1714
a) B3 = 0973333 TRUE 1946667 2b3= Design OK e = b2 - x = -0254 0254
b) P max = Wb x (1+ (6xe I b)) = 8313 Design OK within SBCapacity c) P min = Wb x (1- (6xe I b)) = 2611 Design OK Possitive Value to P min d) Factor of safety against overturnir 15
FS sliding + ve I - ve = 25290752 = 760 Design O K
e) Factor of safety against sliding = 15 FS sliding + ve I - ve = x r W I V =
0333 x 2062562 = 1676613472 Design O K
Sectional Eaglll bull er Vjani Canal No KUeHl
Page 6
I LEAD S TAT E MEN T (km-4) Name of worrk Construction of VRB Of Hiware Walekhindi Dv ch3630--m
km-4 - As per B ampC DSR 2008-09
Sr No Material Sources Lead in KM Total Net Lead Charges
Initial Lead Charges
Unit
1 Sand Balundgi 72 80712 12964 67748 Cum
2 Metal Revnal 24 33284 12964 20320 Cum
3 Cement Jath 22 22179 9260 12919 MT
4 Rubble Local 100 7876 12964 000 Cum
5 Steel Jath 22 22179 9260 12919 MT
6 Water Local 5 8642 8642 000 1000 Ltr
7 Murum Local 2 000 000 000 Cum
8 Pipe
Miraj 72 13773 2212 11561 Cum600rnm
9 Pipe
Miraj 72 26904 4321 22583 Cum800mm
10 Pipe
Miraj 72 26904 4321 22583 Cum900mm
11 Pipe
Miraj 72 26904 4321 22583 Cum1000mm
12 Pipe
Miraj 72 80713 12964 67749 Cum1200mm
Royalty Charges 3534 -3534 Increase in Cost of 11
Cement bullbull
Head Lead for 100 m 1585 Lead for 500 m 3297 Lead for 30 m 610
Loading amp Unloading 5335 MT
2100 30716 8946 21770 Rubble For Structure Local
ement Lead Charges 1KM 363 Initial Lead for Water 1166
1) Certified that the lead charges for different materials are as per for super Passage at ch 45460 statement (vide letter CE (SP) 1CE-4Jath Canal62591 I 2) Certified that the lead charges for different materials are as per approved lead for super Passage at ch 45460 statement (vide letter SE KKLlPC sanglil PB - 41 Jath lead4199 1Dt03092005) 3) Certified that the sufficient quantity of material will be availabel from quarries
UPrepared By al bullbullr
Sub
ound Correct U D Kande
Pune
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
Superintending Engineer
Krishna Koyna Lift Irrigation Project Circle
SangIi
RATE ANALYSIS No1
ITEM No1 shyExcavation for foundation in earth soil of all types sand gravel and soft murum including removing the excavated material upto a distance of 50 m Beyond the building area amp stacking and spreading as directed dewatering preparing the bed for foundation and necessary back filling ramming watering including showing and strutting etc complete
1) Basic Rate Rs 9000 Cum (PWD DSR 2008-09 PND 175 I no 1 )
Total RS 9000 SayRs Cum
Prepared By Cor ct
U D Kande Pune Sub
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
RATE ANALYSIS No 2
ITEM No2 shyExcavation for foundation in hard nurum including removing the excavated matrial upto a distrance of 50 m
Beyond the buildind area amp stacking and spreading as directed dewatering preparing the bed for foundation and necessary back filling ramming watering including shoring and strutting etc complete
1) Basic Rate (PWD DSR 2008-09 PND 175 I no
2)
Rs 10200 Cum
Total RS SayRs
10200 Cum
Prepared By Technically Checked Found Correct
Sub Divisional Engineer Ujjani Canal Sub-Division No33
Kuchi
U D Kande
Pune
Mhaisal Pump House Dn No2 Sangli
RATE ANALYSIS No3 ITEM No3 shyExcavation for foundation in soft rock and old cement and lime masonary foundation including removing the excavated material upto a distrance of 50 m Beyond the building area amp stacking and spreading as directed dewatering preparing the bed for foundation and necessary back filling with available earth murum ramming watering including shoring and strutting etc complete
1) Basic Rate Rs 22500 Cum (PWD DSR 2008-09 PNG 175 I no 4)
Total Rs 22500 SayRs _ Cum
Technically Checked ampPrepared By Cr c
u D Kande
Pune Sub Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2
Kuchi Sangli
I
I
RATE ANALYSIS No4 ITEM No4 shyExcavation for foundation in hard rock by blasting including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within distrance of 50 m From building area including dewatering and back filling with available earth murum ramming watering etc complete
1) Basic Rate Rs 36000 Cum (PWD DSR 2008-09 PND I no 5)
Total Rs 36000 SayRs Cum
Prepared By fcchnicaHy Checked amp found Correct
u D Kande Pune Sub Divisional Engineer Exec ive Engineer
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
l
RATE ANALYSIS No6
ITEM No6 shyProviding and laying M-15 RCC of trap granite quartzite gneiss metal for cast in situ piers abutments returns wings etc including compacting by vibrating and including formwork and bailing out water
1) Basic Rate Rs 320000 Cum (PWD DSR 2008-09 PNO 181 I no 37)
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Metal 09 09 Cum 20320 18288
2) Sand 045 045 Cum 67748 30487
3) Cement 0295 0295 MT 12919 3811 Total Rs 52586
Additional Royalti Charges For Sand 045 10600 477
Additional Royalti Charges For Metal 09 3534 3181
Total Rs 380536
Add 050 VAT 1903
Total Rs 382439
Say Rs I I
ctl_E t
Technically Checked IPrepared By Correct
UDKande Pune Sub
Djjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
l
i
RATE ANALYSIS No7
ITEM Providing and laying in situ CC M-I0l36 of trap granite quartzite gneiss metal foundation including necessary bailing out water compacting and curing (including form work centering and excluding dewatering by pump) etc complete
1) Basic Rate Rs 284635 Cum (PWD DSR 2008-09 PND 176 I no 15)
Add lead charges
Material Qty Qty for item Unit Charges Amount
1) Metal 094 094 Cum 20320 19101
2) Sand 047 047 Cum 67748 31842
3) Cement 02025 02025 MT 12919 2616
Total Rs 53558
Additional Royalti Charges For Sand
Additional Royalti Charges For Metal
Add 050 VAT
cbullbullbullEbullbullmiddotbull
Prepared By
U D Kande
Pune Sub Ujjani Canal Sub-Division No33
Kuchi
047 10600 4982
094 3534 3322
Total Rs 346497
1732
Total Rs 348230
SayRs I Cum -
rcchnlcally rhecKed amp Quod Correct
Mhaisal Pump House Dn No2 Sangli
l
RATE ANALYSIS 9
ITEM No9 shyProviding and cutting bending hooking laying in position and tieing HYSD steel bar for reinforcement as per detailed drawings for all RCC works
Rate Analysis For Basic Rate Of Steel
Ref Procedure Adopted As Per sanction Estimate No 22309 by CE(SP)Pune
1) Labour Charges ( PWD SOR 2008-09PNO 182 I no 44 )
Rs 264200 1Cum
Basic Rate as per SEPWDPune Letter No 2332 at 30312010 is Rs 37000 1shy
2) Material 1) Steel 105 3700000 38850
2) Binding Wire 4 KgMT 48 19200
3) Initial Lead 105 926 Total
9723
3913923
Add Sundries Add Overheads
05
10
Total
19570 391392
IMTTotal Rate l5~~middot ershy4 6 1MT
12919Add Lead Charges For Steel 1 MT 12919
Total Rate
Add VAT 05 2 CC
n scu r
Prepared By
UD Kande
Pune Sub Ujjani Canal Sub-Division No33
Kuchi
Say Rs 1MT
Mhaisal Pump House Dn No2
Sangli
Qund Correct
Total Rate
-
RATE ANALYSIS 10
ITEM No 10 shyProviding selected hard murum filling including layng in layers of 15 em to 20 em watering and compacting etc complete
1) Basic Rate Rs 19000 Cum (PWD SOR 2008-09 PNO 173 I no 10 )
Add Royalty Charges For Murum 3534 3534 Total Rate 22534
Add VAT 05 113
Total Rate 22647
Say Rs 22645 Cum bulla EI
Prepared By
found Correct
UDKande Pune Sub Divisional Engineer
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
i
RATE ANALYSIS 17
ITEM No 17 -Prividing and laying cement concrete pipe ofLS NP2 900 rom in proper line level and slope including providing amp fixing collars in cement mortar 12 etc complete
1) Basic Rate Rs 203500 Rmt ( PWD SOR 2008-09 PNO 172 I no 6d )
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Supply Of Pipe 1 1 M 22583 22583 2) Sand 00021 00021 Cum 67748 142 3) Cement 00016 00016 MT 12919 021
Total Rs 22746
Add Royalty Charges For Sand 106 00021 022
Total Rs 226268
Add VAT 05 1131 Total Rs 227400
Say Rs I 227400 i
I Rmt
Sctlo1
-rnmd CorrectPrepared By
D Kande I Pune Sub Executive Engineer
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
Superintending Engineer
KKLIRRProject Circle Sangli
RATE ANALYSIS 19
ITEM No 19 -Prividing and laying cement concrete pipe of1S NP2 1200 mm in proper line level and slope including providing amp fixing collars in cement mortar 12 etc complete
1) Basic Rate Rs 325000 Rmt ( PWD SOR 2008-09 PNO 172 I no 6f )
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Supply Of Pipe 1 1 M 67749 67749 2) Sand 00044 00044 Cum 22583 099 3) Cement 00032 00032 MT 67748 217
Total Rs 68065
Add Royalty Charges For Sand 106 00044 047
Total Rs 393112
Add VAT 05 1966 Total Rs 395077
Prepared By s hecked
SayRs 395075 I Rmt
U D Kande
Pune Sub
Pound Correct
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
Superintending Engineer
KKLIRRProject Circle Sangli
Name of worrk constrr of SH Road Crossing Of Hiware Dy ch3630--m
gt1
BL
13700 )1 n COPING M-15 20 rso x iso
D size I eoo I I I III
646629 1
eaee soc130 SLOPE JOINING IP AT TBl
SR
644069
643769 644069
643769
STAUNCHWALL SECTIONOF HEAD WALL
SECTION AT A - A
o -e-
o GL 645971 o
o
U o w Z
0
rn( oB
300
GUARD STONE OF 750 X 200 X 150 ------- g r I I-- - _ __ _
I 0 I I I I I
I I I I ISL 64520 SPLAY 1 in 10
I I I I I I
I I I I I I I I
I I I I I 1111 I I I I
CANAL FLOW I 1 1 I I I I
I
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I _ I I
I I I bull o ----- ----
toaccommodate SR amp IPlevels I
0
Sub-PLAN
Ujani Canal Sub-Dv No 33 bullbullbullbull EI KUeHl
TRIAL PIT DATA oarGL
osaon
t oz
152
0680
I 0
Z 0
0 W
11 z 0
w 0 gt
WZ
0 u
I
--
h
~ ~ I IbIIII
bb ob
b6)
b b
ob b
__ ---_
-ill
j I Ih b
middot U I
bbo -
shy
I
~
r
i
II Umiddot
IJ
ame of work Construction of VRB at Ch Hivare - Walekhindi Dy Km NO4
SUB-ESTIMATE -2 (DIVERSION) ABSTRACT
Description Rate I UnitQuantity I Unit Amount
4500ICum
25920ICum
Item No1shyProvding earthwork for embankment Withl approved materials obtained from departmental land and other source including all lifts and leads laying in layers of 20 centimetre to 30 centimetre thickness breaking clods dressing to the required lines curves grades and sections compacting with power roller completeI(Rate Analysis No1) Item No2shySupplying 60 rnilimetre trap stone over metal at the side inclduing conveying stacking complete by blasting
I(Rate Analysis No2) Item No3shySupplying 40 milimetre trap stone metal dl~cum
broken at the side including conveying and stacking complete by blasting
I(Rate Analysis No3) Item No4-Supplying hard murum at the side including conveying and stacking complete I(Rate Analysis No4)
~
Item No5shySupplying soft murum at the rod side conveying and stacking complete
I(Rate Analysis No5) Item No6shySpreading130 milimetre metal including sectioning complete (DSR Rate 2008-09 Add Vat 050
1800t
Total Rs Say Rs 1810
Item No7shySpreading milimetre rnetal including sectioning complete (DSR Rate 2008-09 51148) 18 Add Vat 050 009
Total Rs 1809 Say Rs 1810
I I Description Rate I Unit AmountQuantity I Unit
Item No8shySpreading hard murum on the19500ICum formation over the road formation for side width and oversize metal includign sectioning etc compelte (DSR Rate 2008-09 Add Vat 050 006
Total Rs 1106 Say Rs 1105
Item No9shy1620ICum Spreading blindage of soft murum over
the water bound macadam surface etc complete (DSR Rate 2008-09 50149) 11Add Vat 050 006
Total Rs Say Rs
Item No10-48600ISqm Compacting the sub grade 1 gravel 1
over size metal ( 200 milimetre loose) tgt layer with power roller including
necessary labour material and artifical waterino complete (DSR Rate 2008-09 75 Add Vat 050
Total Rs 754 Say Rs
Item No11-45000ISqm Compacting the sub grade 1 gravel 1
over size metal ( 100 milimetre loose) - layer with power roller including necessary labour material and artifical waterinq complete (DSR Rate 2008-09 Add Vat 050 003
Total Rs 653t Say Rs 655
Item No12-45000ISqm Compacting the hard murum size width
layer on each side with power roller
including arthficial watering complete
(DSR Rate 2008-09 60149) 24I
Add Vat 050 001 Total Rs
Say Rs Total Rs
215500
I
~ U Ujani Canal Sub-Dv No 33
Narne of work Construction of VRB at Ch of Hivare - Walekhindi Dy Km No4
SUB-ESTIMATE -2 (DIVERSION)
MEASUREMNT No Length Breadth Height Quantity
Item No1-Provding earthwork for embankment with approved materials obtained from departmental land and other source including all lifts and leads laying in layers of 20 centimetre to 30 centimetre thickness breaking clods dressing to the required lines curves grades and sections compacting with power roller complete
DIVERSION 1 x 810 + 1150 x 075 = 88200 Cum 2
Item No2shySupplying 60 milimetre trap stone over size metal at the rod side inclduing conveying and stacking complete by blasting
DIVERSION 1 x 120 x 405 x 020 = 9720 Cum
Item No3shySupplying 40 milimetre trap stone metal hand broken at the rod side including conveying and stacking complete by blasting
DIVERSION 1 x 120 x 375 x 010 = 4500 Cum
Item No4shySupplying hard mururn at the rod side including conveying and stacking complete
SIDE WITH 1875 + 2175 2 =2025 2 x 120 x 2025 x 020 = 9720 SIDE WITH 1875 + 2175 2 =2025 2 x 120 x 2025 x 020 = 9720
13 Qty(9720 + 9720) = 6480
25920 Cum
Item No5shySupplying soft murum at the rod side including conveying and stacking complete
14 Qty of 6480 1620
1620 Cum
Item No6shySpreading 60 milimetre metal including sectioning complete
Qty as per Item NO3 1 x 195 = 195 Cum ( 9750 + 9750)
Item No7shySpreading 6040 milimetre metal including sectioning complete
Qty at per Item No4 9720 + 9720 x 1 = 6480 Cum 3
Item No8shySpreading hard rnurum on the rod formation over the road formation for side width and oversize metal includign sectioning etc compelte
Qty as per Item NO4 1 x 195 = 195 Cum ( 9750 + 9750)
Item No9shySpreading blindage of soft murum over the water bound macadam surface etc complete
Qty as per Item No5 1 x 1620 = 1620 Cum
Item No10shyCompacting the sub grade gravelover size metal ( 200 milimetre loose) layer with power roller inclUding necessary labour material and artifical watering complete
DIVERSION 1 x 120 x 405 = 48600 Sqm
Item No11shyCompacting the sub grade gravelover size metal ( 100 milimetre loose) layer with power roller including necessary labour material and artifical watering complete
APPROACH 1 x 120 x 375 = 45000Sqm
Item No12shyCompacting the hard murum size width layer on each side with power roller including arthficial watering complete
2 x 120 x 1875 = 45000Sqm
Name of work Construction of VRB at Ch Hivare - Walekhindi Dy Km No4
3
RATE ANALYSIS No1
Item No1-
Provding earthwork for embankment with approved materials obtained from
departmental land and other source including all lifts and leads laying in layers of 20
centimetre to 30 centimetre thickness breaking clods dressing to the required lines
curves grades and sections compacting with power roller complete
1) Completed item rate as per DSR 2008-09 Item No 29 -Page No
2) Add VAT 045 Cum
Total Rate
Say Rate Cum
Vjani Canal Sub-Dv No 33 KUCHI
Technically Checkell
found Pum
No2
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No2
Item No2shy
Supplying 60 milimetre trap stone over size metal at the rod side inclduing conveying and stacking complete by blasting
1) Completed item rate as per DSR 2008-09 16500 Cum Item No 41 Page
2) Additional lead charges for 60 mm metal for 24 Km For 25 For 20 Diff For 5 Km for 1 Km -For 24 Km -
bullbull -Deduct initial lead 12- - 12964
Net Lead =
20322 = 20322 x 1 =
Total _
2) Add VAT 050
Total Rate
Say Rate
Technically CanalSub-Dv No 33 ampfoundcorrecl KUCHl _
SPKulkarnI Pump House SecLEngr(II)
No2
Name of work Construction of VRB at Ch Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No3
Item No3shy
Supplying 40 milimetre trap stone metal hand broken at the rod side including conveying and stacking complete by blasting
1) Completed item rate as per DSR 2008-09 17500 I Cum Item No 43 Page No 147
2) Additional lead charges for 60 mm metal for 24 Km For 25 For 20 Diff For 5 Km for 1 Km
For 24 _ - Deduct initial lead 1291gt4 V
Net Lead =
- x = 1
Total Cum
2) Add VAT 050 Cum
f
Total Rate Cum
Say Rate Cum
UjaniCanalSub-Dv No 33 KUeHl
TechnIcally Checked amp correct
SPKulkarni SectEngr(H) Pump House
No2 Sangli
Narne of work Construction of VRB at Ch of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No4
Item No4shy
Supplying hard rnurum at the rod side including conveying and stacking complete
raquo 1) Completed item rate as per DSR 2008-09 7300 Cum
Item No No
--omiddot---middotmiddotmiddotmiddotmiddot--middotmiddot-middotmiddotmiddot-middot----- 2) Additional lead charges for Murum for
x 1 bull _ Cum bullbullbullbull bull bullbull - bull
Total Cum
2) Add VAT 050 Cum
Total Rate I Cum
Say Rate
UjaniCanal Dv No KUeHl
TechnIcally Checked found correct
SectEng r(II) Pump House
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No5
Item No5shy
Supplying soft murum at the rod side including conveying and stacking complete
1) Completed item per DSR 2008-09 7000 Cum Item No 46 Page No
=
Total I Cumr 2) Add VAT 050 - Cum
Total Rate I Cum
SayRate
Ujani CanalSub-De No 33 KUeHl
Executive Engineer MhaisalSctEngr(II)
n
2)
bull __
Additional lead charges for Murum for 2 Km
Tecllnlcllly Checked
bullKulkarni
__
-
1h -
Itz b bull bull
bull
___ _
-J
I J
I _T _
15 Stability Analysis of Head Wall
Guad Stones 2000 mm 750 X 200 X 150 mm
646779 I
646279 Road Format I
NSL
I I
645971
I2710 --------1-----------------middot2210
I ICBL 644449 I I I
A 1720 300 Ipa x Rx 21 644069 bull I 09476
300 643769 IB
2920
BaseWidth Moments about A RL 644069 m b= 232
Particulars Force r - - - L Arm I Moments -----------------------------------r------------ --------------------r---------
H V + ve - ve
middotmiddot -------------I------------+------------t------------ -------------------+----------------I---------------t-------------1-----------shy
W3 I 172 221 21 050 399 175 6971
1385 257 16933 232
19253 X = 1 = 139
a) B3 = 0773333 TRUE 1546667 2b3= Design OK e = b2 - x = -023 023
b) P max = Wb x (1+ (6xe I braquo = 9519 Design OK within SBCapacity c) P min = Wb x (1- (6xe 1braquo = 2418 Design OK Possitive Value to P min d) Factor of safety against overturnir 15
FS sliding =IM + ve 1 IM - ve = 25290752 = 729992952 Design O K
e) Factor of safety against sliding = 15 FS sliding =IM + ve 1 IM - ve = x I WI I V =
0333 x 2062 1562 = 1795727182 Design O K
Page 5
Base Width Moments about B RL 643769 m B= 292
Particulars L Arm Moments ------------------------------------------- ----- --------_-------- --------------- --------------- ---__------ -_ _-------shyH V + ve va _----------i------------+------------t------------ ---------------- -------shy
W1 06 271 24 1 390 06 2341 ------------l--------------------------T------------ ------------------------------------T---------------r-----------------------shy
W2 172 221 24 050 456 147 6721
r W5 03 292 24 1 210 146 3070 middot middotmiddotmiddot middot
------------1------------------------------------
27335 X = I = 1714
a) B3 = 0973333 TRUE 1946667 2b3= Design OK e = b2 - x = -0254 0254
b) P max = Wb x (1+ (6xe I b)) = 8313 Design OK within SBCapacity c) P min = Wb x (1- (6xe I b)) = 2611 Design OK Possitive Value to P min d) Factor of safety against overturnir 15
FS sliding + ve I - ve = 25290752 = 760 Design O K
e) Factor of safety against sliding = 15 FS sliding + ve I - ve = x r W I V =
0333 x 2062562 = 1676613472 Design O K
Sectional Eaglll bull er Vjani Canal No KUeHl
Page 6
I LEAD S TAT E MEN T (km-4) Name of worrk Construction of VRB Of Hiware Walekhindi Dv ch3630--m
km-4 - As per B ampC DSR 2008-09
Sr No Material Sources Lead in KM Total Net Lead Charges
Initial Lead Charges
Unit
1 Sand Balundgi 72 80712 12964 67748 Cum
2 Metal Revnal 24 33284 12964 20320 Cum
3 Cement Jath 22 22179 9260 12919 MT
4 Rubble Local 100 7876 12964 000 Cum
5 Steel Jath 22 22179 9260 12919 MT
6 Water Local 5 8642 8642 000 1000 Ltr
7 Murum Local 2 000 000 000 Cum
8 Pipe
Miraj 72 13773 2212 11561 Cum600rnm
9 Pipe
Miraj 72 26904 4321 22583 Cum800mm
10 Pipe
Miraj 72 26904 4321 22583 Cum900mm
11 Pipe
Miraj 72 26904 4321 22583 Cum1000mm
12 Pipe
Miraj 72 80713 12964 67749 Cum1200mm
Royalty Charges 3534 -3534 Increase in Cost of 11
Cement bullbull
Head Lead for 100 m 1585 Lead for 500 m 3297 Lead for 30 m 610
Loading amp Unloading 5335 MT
2100 30716 8946 21770 Rubble For Structure Local
ement Lead Charges 1KM 363 Initial Lead for Water 1166
1) Certified that the lead charges for different materials are as per for super Passage at ch 45460 statement (vide letter CE (SP) 1CE-4Jath Canal62591 I 2) Certified that the lead charges for different materials are as per approved lead for super Passage at ch 45460 statement (vide letter SE KKLlPC sanglil PB - 41 Jath lead4199 1Dt03092005) 3) Certified that the sufficient quantity of material will be availabel from quarries
UPrepared By al bullbullr
Sub
ound Correct U D Kande
Pune
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
Superintending Engineer
Krishna Koyna Lift Irrigation Project Circle
SangIi
RATE ANALYSIS No1
ITEM No1 shyExcavation for foundation in earth soil of all types sand gravel and soft murum including removing the excavated material upto a distance of 50 m Beyond the building area amp stacking and spreading as directed dewatering preparing the bed for foundation and necessary back filling ramming watering including showing and strutting etc complete
1) Basic Rate Rs 9000 Cum (PWD DSR 2008-09 PND 175 I no 1 )
Total RS 9000 SayRs Cum
Prepared By Cor ct
U D Kande Pune Sub
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
RATE ANALYSIS No 2
ITEM No2 shyExcavation for foundation in hard nurum including removing the excavated matrial upto a distrance of 50 m
Beyond the buildind area amp stacking and spreading as directed dewatering preparing the bed for foundation and necessary back filling ramming watering including shoring and strutting etc complete
1) Basic Rate (PWD DSR 2008-09 PND 175 I no
2)
Rs 10200 Cum
Total RS SayRs
10200 Cum
Prepared By Technically Checked Found Correct
Sub Divisional Engineer Ujjani Canal Sub-Division No33
Kuchi
U D Kande
Pune
Mhaisal Pump House Dn No2 Sangli
RATE ANALYSIS No3 ITEM No3 shyExcavation for foundation in soft rock and old cement and lime masonary foundation including removing the excavated material upto a distrance of 50 m Beyond the building area amp stacking and spreading as directed dewatering preparing the bed for foundation and necessary back filling with available earth murum ramming watering including shoring and strutting etc complete
1) Basic Rate Rs 22500 Cum (PWD DSR 2008-09 PNG 175 I no 4)
Total Rs 22500 SayRs _ Cum
Technically Checked ampPrepared By Cr c
u D Kande
Pune Sub Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2
Kuchi Sangli
I
I
RATE ANALYSIS No4 ITEM No4 shyExcavation for foundation in hard rock by blasting including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within distrance of 50 m From building area including dewatering and back filling with available earth murum ramming watering etc complete
1) Basic Rate Rs 36000 Cum (PWD DSR 2008-09 PND I no 5)
Total Rs 36000 SayRs Cum
Prepared By fcchnicaHy Checked amp found Correct
u D Kande Pune Sub Divisional Engineer Exec ive Engineer
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
l
RATE ANALYSIS No6
ITEM No6 shyProviding and laying M-15 RCC of trap granite quartzite gneiss metal for cast in situ piers abutments returns wings etc including compacting by vibrating and including formwork and bailing out water
1) Basic Rate Rs 320000 Cum (PWD DSR 2008-09 PNO 181 I no 37)
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Metal 09 09 Cum 20320 18288
2) Sand 045 045 Cum 67748 30487
3) Cement 0295 0295 MT 12919 3811 Total Rs 52586
Additional Royalti Charges For Sand 045 10600 477
Additional Royalti Charges For Metal 09 3534 3181
Total Rs 380536
Add 050 VAT 1903
Total Rs 382439
Say Rs I I
ctl_E t
Technically Checked IPrepared By Correct
UDKande Pune Sub
Djjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
l
i
RATE ANALYSIS No7
ITEM Providing and laying in situ CC M-I0l36 of trap granite quartzite gneiss metal foundation including necessary bailing out water compacting and curing (including form work centering and excluding dewatering by pump) etc complete
1) Basic Rate Rs 284635 Cum (PWD DSR 2008-09 PND 176 I no 15)
Add lead charges
Material Qty Qty for item Unit Charges Amount
1) Metal 094 094 Cum 20320 19101
2) Sand 047 047 Cum 67748 31842
3) Cement 02025 02025 MT 12919 2616
Total Rs 53558
Additional Royalti Charges For Sand
Additional Royalti Charges For Metal
Add 050 VAT
cbullbullbullEbullbullmiddotbull
Prepared By
U D Kande
Pune Sub Ujjani Canal Sub-Division No33
Kuchi
047 10600 4982
094 3534 3322
Total Rs 346497
1732
Total Rs 348230
SayRs I Cum -
rcchnlcally rhecKed amp Quod Correct
Mhaisal Pump House Dn No2 Sangli
l
RATE ANALYSIS 9
ITEM No9 shyProviding and cutting bending hooking laying in position and tieing HYSD steel bar for reinforcement as per detailed drawings for all RCC works
Rate Analysis For Basic Rate Of Steel
Ref Procedure Adopted As Per sanction Estimate No 22309 by CE(SP)Pune
1) Labour Charges ( PWD SOR 2008-09PNO 182 I no 44 )
Rs 264200 1Cum
Basic Rate as per SEPWDPune Letter No 2332 at 30312010 is Rs 37000 1shy
2) Material 1) Steel 105 3700000 38850
2) Binding Wire 4 KgMT 48 19200
3) Initial Lead 105 926 Total
9723
3913923
Add Sundries Add Overheads
05
10
Total
19570 391392
IMTTotal Rate l5~~middot ershy4 6 1MT
12919Add Lead Charges For Steel 1 MT 12919
Total Rate
Add VAT 05 2 CC
n scu r
Prepared By
UD Kande
Pune Sub Ujjani Canal Sub-Division No33
Kuchi
Say Rs 1MT
Mhaisal Pump House Dn No2
Sangli
Qund Correct
Total Rate
-
RATE ANALYSIS 10
ITEM No 10 shyProviding selected hard murum filling including layng in layers of 15 em to 20 em watering and compacting etc complete
1) Basic Rate Rs 19000 Cum (PWD SOR 2008-09 PNO 173 I no 10 )
Add Royalty Charges For Murum 3534 3534 Total Rate 22534
Add VAT 05 113
Total Rate 22647
Say Rs 22645 Cum bulla EI
Prepared By
found Correct
UDKande Pune Sub Divisional Engineer
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
i
RATE ANALYSIS 17
ITEM No 17 -Prividing and laying cement concrete pipe ofLS NP2 900 rom in proper line level and slope including providing amp fixing collars in cement mortar 12 etc complete
1) Basic Rate Rs 203500 Rmt ( PWD SOR 2008-09 PNO 172 I no 6d )
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Supply Of Pipe 1 1 M 22583 22583 2) Sand 00021 00021 Cum 67748 142 3) Cement 00016 00016 MT 12919 021
Total Rs 22746
Add Royalty Charges For Sand 106 00021 022
Total Rs 226268
Add VAT 05 1131 Total Rs 227400
Say Rs I 227400 i
I Rmt
Sctlo1
-rnmd CorrectPrepared By
D Kande I Pune Sub Executive Engineer
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
Superintending Engineer
KKLIRRProject Circle Sangli
RATE ANALYSIS 19
ITEM No 19 -Prividing and laying cement concrete pipe of1S NP2 1200 mm in proper line level and slope including providing amp fixing collars in cement mortar 12 etc complete
1) Basic Rate Rs 325000 Rmt ( PWD SOR 2008-09 PNO 172 I no 6f )
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Supply Of Pipe 1 1 M 67749 67749 2) Sand 00044 00044 Cum 22583 099 3) Cement 00032 00032 MT 67748 217
Total Rs 68065
Add Royalty Charges For Sand 106 00044 047
Total Rs 393112
Add VAT 05 1966 Total Rs 395077
Prepared By s hecked
SayRs 395075 I Rmt
U D Kande
Pune Sub
Pound Correct
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
Superintending Engineer
KKLIRRProject Circle Sangli
Name of worrk constrr of SH Road Crossing Of Hiware Dy ch3630--m
gt1
BL
13700 )1 n COPING M-15 20 rso x iso
D size I eoo I I I III
646629 1
eaee soc130 SLOPE JOINING IP AT TBl
SR
644069
643769 644069
643769
STAUNCHWALL SECTIONOF HEAD WALL
SECTION AT A - A
o -e-
o GL 645971 o
o
U o w Z
0
rn( oB
300
GUARD STONE OF 750 X 200 X 150 ------- g r I I-- - _ __ _
I 0 I I I I I
I I I I ISL 64520 SPLAY 1 in 10
I I I I I I
I I I I I I I I
I I I I I 1111 I I I I
CANAL FLOW I 1 1 I I I I
I
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I _ I I
I I I bull o ----- ----
toaccommodate SR amp IPlevels I
0
Sub-PLAN
Ujani Canal Sub-Dv No 33 bullbullbullbull EI KUeHl
TRIAL PIT DATA oarGL
osaon
t oz
152
0680
I 0
Z 0
0 W
11 z 0
w 0 gt
WZ
0 u
I
--
h
~ ~ I IbIIII
bb ob
b6)
b b
ob b
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middot U I
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IJ
ame of work Construction of VRB at Ch Hivare - Walekhindi Dy Km NO4
SUB-ESTIMATE -2 (DIVERSION) ABSTRACT
Description Rate I UnitQuantity I Unit Amount
4500ICum
25920ICum
Item No1shyProvding earthwork for embankment Withl approved materials obtained from departmental land and other source including all lifts and leads laying in layers of 20 centimetre to 30 centimetre thickness breaking clods dressing to the required lines curves grades and sections compacting with power roller completeI(Rate Analysis No1) Item No2shySupplying 60 rnilimetre trap stone over metal at the side inclduing conveying stacking complete by blasting
I(Rate Analysis No2) Item No3shySupplying 40 milimetre trap stone metal dl~cum
broken at the side including conveying and stacking complete by blasting
I(Rate Analysis No3) Item No4-Supplying hard murum at the side including conveying and stacking complete I(Rate Analysis No4)
~
Item No5shySupplying soft murum at the rod side conveying and stacking complete
I(Rate Analysis No5) Item No6shySpreading130 milimetre metal including sectioning complete (DSR Rate 2008-09 Add Vat 050
1800t
Total Rs Say Rs 1810
Item No7shySpreading milimetre rnetal including sectioning complete (DSR Rate 2008-09 51148) 18 Add Vat 050 009
Total Rs 1809 Say Rs 1810
I I Description Rate I Unit AmountQuantity I Unit
Item No8shySpreading hard murum on the19500ICum formation over the road formation for side width and oversize metal includign sectioning etc compelte (DSR Rate 2008-09 Add Vat 050 006
Total Rs 1106 Say Rs 1105
Item No9shy1620ICum Spreading blindage of soft murum over
the water bound macadam surface etc complete (DSR Rate 2008-09 50149) 11Add Vat 050 006
Total Rs Say Rs
Item No10-48600ISqm Compacting the sub grade 1 gravel 1
over size metal ( 200 milimetre loose) tgt layer with power roller including
necessary labour material and artifical waterino complete (DSR Rate 2008-09 75 Add Vat 050
Total Rs 754 Say Rs
Item No11-45000ISqm Compacting the sub grade 1 gravel 1
over size metal ( 100 milimetre loose) - layer with power roller including necessary labour material and artifical waterinq complete (DSR Rate 2008-09 Add Vat 050 003
Total Rs 653t Say Rs 655
Item No12-45000ISqm Compacting the hard murum size width
layer on each side with power roller
including arthficial watering complete
(DSR Rate 2008-09 60149) 24I
Add Vat 050 001 Total Rs
Say Rs Total Rs
215500
I
~ U Ujani Canal Sub-Dv No 33
Narne of work Construction of VRB at Ch of Hivare - Walekhindi Dy Km No4
SUB-ESTIMATE -2 (DIVERSION)
MEASUREMNT No Length Breadth Height Quantity
Item No1-Provding earthwork for embankment with approved materials obtained from departmental land and other source including all lifts and leads laying in layers of 20 centimetre to 30 centimetre thickness breaking clods dressing to the required lines curves grades and sections compacting with power roller complete
DIVERSION 1 x 810 + 1150 x 075 = 88200 Cum 2
Item No2shySupplying 60 milimetre trap stone over size metal at the rod side inclduing conveying and stacking complete by blasting
DIVERSION 1 x 120 x 405 x 020 = 9720 Cum
Item No3shySupplying 40 milimetre trap stone metal hand broken at the rod side including conveying and stacking complete by blasting
DIVERSION 1 x 120 x 375 x 010 = 4500 Cum
Item No4shySupplying hard mururn at the rod side including conveying and stacking complete
SIDE WITH 1875 + 2175 2 =2025 2 x 120 x 2025 x 020 = 9720 SIDE WITH 1875 + 2175 2 =2025 2 x 120 x 2025 x 020 = 9720
13 Qty(9720 + 9720) = 6480
25920 Cum
Item No5shySupplying soft murum at the rod side including conveying and stacking complete
14 Qty of 6480 1620
1620 Cum
Item No6shySpreading 60 milimetre metal including sectioning complete
Qty as per Item NO3 1 x 195 = 195 Cum ( 9750 + 9750)
Item No7shySpreading 6040 milimetre metal including sectioning complete
Qty at per Item No4 9720 + 9720 x 1 = 6480 Cum 3
Item No8shySpreading hard rnurum on the rod formation over the road formation for side width and oversize metal includign sectioning etc compelte
Qty as per Item NO4 1 x 195 = 195 Cum ( 9750 + 9750)
Item No9shySpreading blindage of soft murum over the water bound macadam surface etc complete
Qty as per Item No5 1 x 1620 = 1620 Cum
Item No10shyCompacting the sub grade gravelover size metal ( 200 milimetre loose) layer with power roller inclUding necessary labour material and artifical watering complete
DIVERSION 1 x 120 x 405 = 48600 Sqm
Item No11shyCompacting the sub grade gravelover size metal ( 100 milimetre loose) layer with power roller including necessary labour material and artifical watering complete
APPROACH 1 x 120 x 375 = 45000Sqm
Item No12shyCompacting the hard murum size width layer on each side with power roller including arthficial watering complete
2 x 120 x 1875 = 45000Sqm
Name of work Construction of VRB at Ch Hivare - Walekhindi Dy Km No4
3
RATE ANALYSIS No1
Item No1-
Provding earthwork for embankment with approved materials obtained from
departmental land and other source including all lifts and leads laying in layers of 20
centimetre to 30 centimetre thickness breaking clods dressing to the required lines
curves grades and sections compacting with power roller complete
1) Completed item rate as per DSR 2008-09 Item No 29 -Page No
2) Add VAT 045 Cum
Total Rate
Say Rate Cum
Vjani Canal Sub-Dv No 33 KUCHI
Technically Checkell
found Pum
No2
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No2
Item No2shy
Supplying 60 milimetre trap stone over size metal at the rod side inclduing conveying and stacking complete by blasting
1) Completed item rate as per DSR 2008-09 16500 Cum Item No 41 Page
2) Additional lead charges for 60 mm metal for 24 Km For 25 For 20 Diff For 5 Km for 1 Km -For 24 Km -
bullbull -Deduct initial lead 12- - 12964
Net Lead =
20322 = 20322 x 1 =
Total _
2) Add VAT 050
Total Rate
Say Rate
Technically CanalSub-Dv No 33 ampfoundcorrecl KUCHl _
SPKulkarnI Pump House SecLEngr(II)
No2
Name of work Construction of VRB at Ch Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No3
Item No3shy
Supplying 40 milimetre trap stone metal hand broken at the rod side including conveying and stacking complete by blasting
1) Completed item rate as per DSR 2008-09 17500 I Cum Item No 43 Page No 147
2) Additional lead charges for 60 mm metal for 24 Km For 25 For 20 Diff For 5 Km for 1 Km
For 24 _ - Deduct initial lead 1291gt4 V
Net Lead =
- x = 1
Total Cum
2) Add VAT 050 Cum
f
Total Rate Cum
Say Rate Cum
UjaniCanalSub-Dv No 33 KUeHl
TechnIcally Checked amp correct
SPKulkarni SectEngr(H) Pump House
No2 Sangli
Narne of work Construction of VRB at Ch of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No4
Item No4shy
Supplying hard rnurum at the rod side including conveying and stacking complete
raquo 1) Completed item rate as per DSR 2008-09 7300 Cum
Item No No
--omiddot---middotmiddotmiddotmiddotmiddot--middotmiddot-middotmiddotmiddot-middot----- 2) Additional lead charges for Murum for
x 1 bull _ Cum bullbullbullbull bull bullbull - bull
Total Cum
2) Add VAT 050 Cum
Total Rate I Cum
Say Rate
UjaniCanal Dv No KUeHl
TechnIcally Checked found correct
SectEng r(II) Pump House
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No5
Item No5shy
Supplying soft murum at the rod side including conveying and stacking complete
1) Completed item per DSR 2008-09 7000 Cum Item No 46 Page No
=
Total I Cumr 2) Add VAT 050 - Cum
Total Rate I Cum
SayRate
Ujani CanalSub-De No 33 KUeHl
Executive Engineer MhaisalSctEngr(II)
n
2)
bull __
Additional lead charges for Murum for 2 Km
Tecllnlcllly Checked
bullKulkarni
__
-
1h -
Itz b bull bull
bull
___ _
-J
I J
I _T _
Base Width Moments about B RL 643769 m B= 292
Particulars L Arm Moments ------------------------------------------- ----- --------_-------- --------------- --------------- ---__------ -_ _-------shyH V + ve va _----------i------------+------------t------------ ---------------- -------shy
W1 06 271 24 1 390 06 2341 ------------l--------------------------T------------ ------------------------------------T---------------r-----------------------shy
W2 172 221 24 050 456 147 6721
r W5 03 292 24 1 210 146 3070 middot middotmiddotmiddot middot
------------1------------------------------------
27335 X = I = 1714
a) B3 = 0973333 TRUE 1946667 2b3= Design OK e = b2 - x = -0254 0254
b) P max = Wb x (1+ (6xe I b)) = 8313 Design OK within SBCapacity c) P min = Wb x (1- (6xe I b)) = 2611 Design OK Possitive Value to P min d) Factor of safety against overturnir 15
FS sliding + ve I - ve = 25290752 = 760 Design O K
e) Factor of safety against sliding = 15 FS sliding + ve I - ve = x r W I V =
0333 x 2062562 = 1676613472 Design O K
Sectional Eaglll bull er Vjani Canal No KUeHl
Page 6
I LEAD S TAT E MEN T (km-4) Name of worrk Construction of VRB Of Hiware Walekhindi Dv ch3630--m
km-4 - As per B ampC DSR 2008-09
Sr No Material Sources Lead in KM Total Net Lead Charges
Initial Lead Charges
Unit
1 Sand Balundgi 72 80712 12964 67748 Cum
2 Metal Revnal 24 33284 12964 20320 Cum
3 Cement Jath 22 22179 9260 12919 MT
4 Rubble Local 100 7876 12964 000 Cum
5 Steel Jath 22 22179 9260 12919 MT
6 Water Local 5 8642 8642 000 1000 Ltr
7 Murum Local 2 000 000 000 Cum
8 Pipe
Miraj 72 13773 2212 11561 Cum600rnm
9 Pipe
Miraj 72 26904 4321 22583 Cum800mm
10 Pipe
Miraj 72 26904 4321 22583 Cum900mm
11 Pipe
Miraj 72 26904 4321 22583 Cum1000mm
12 Pipe
Miraj 72 80713 12964 67749 Cum1200mm
Royalty Charges 3534 -3534 Increase in Cost of 11
Cement bullbull
Head Lead for 100 m 1585 Lead for 500 m 3297 Lead for 30 m 610
Loading amp Unloading 5335 MT
2100 30716 8946 21770 Rubble For Structure Local
ement Lead Charges 1KM 363 Initial Lead for Water 1166
1) Certified that the lead charges for different materials are as per for super Passage at ch 45460 statement (vide letter CE (SP) 1CE-4Jath Canal62591 I 2) Certified that the lead charges for different materials are as per approved lead for super Passage at ch 45460 statement (vide letter SE KKLlPC sanglil PB - 41 Jath lead4199 1Dt03092005) 3) Certified that the sufficient quantity of material will be availabel from quarries
UPrepared By al bullbullr
Sub
ound Correct U D Kande
Pune
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
Superintending Engineer
Krishna Koyna Lift Irrigation Project Circle
SangIi
RATE ANALYSIS No1
ITEM No1 shyExcavation for foundation in earth soil of all types sand gravel and soft murum including removing the excavated material upto a distance of 50 m Beyond the building area amp stacking and spreading as directed dewatering preparing the bed for foundation and necessary back filling ramming watering including showing and strutting etc complete
1) Basic Rate Rs 9000 Cum (PWD DSR 2008-09 PND 175 I no 1 )
Total RS 9000 SayRs Cum
Prepared By Cor ct
U D Kande Pune Sub
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
RATE ANALYSIS No 2
ITEM No2 shyExcavation for foundation in hard nurum including removing the excavated matrial upto a distrance of 50 m
Beyond the buildind area amp stacking and spreading as directed dewatering preparing the bed for foundation and necessary back filling ramming watering including shoring and strutting etc complete
1) Basic Rate (PWD DSR 2008-09 PND 175 I no
2)
Rs 10200 Cum
Total RS SayRs
10200 Cum
Prepared By Technically Checked Found Correct
Sub Divisional Engineer Ujjani Canal Sub-Division No33
Kuchi
U D Kande
Pune
Mhaisal Pump House Dn No2 Sangli
RATE ANALYSIS No3 ITEM No3 shyExcavation for foundation in soft rock and old cement and lime masonary foundation including removing the excavated material upto a distrance of 50 m Beyond the building area amp stacking and spreading as directed dewatering preparing the bed for foundation and necessary back filling with available earth murum ramming watering including shoring and strutting etc complete
1) Basic Rate Rs 22500 Cum (PWD DSR 2008-09 PNG 175 I no 4)
Total Rs 22500 SayRs _ Cum
Technically Checked ampPrepared By Cr c
u D Kande
Pune Sub Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2
Kuchi Sangli
I
I
RATE ANALYSIS No4 ITEM No4 shyExcavation for foundation in hard rock by blasting including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within distrance of 50 m From building area including dewatering and back filling with available earth murum ramming watering etc complete
1) Basic Rate Rs 36000 Cum (PWD DSR 2008-09 PND I no 5)
Total Rs 36000 SayRs Cum
Prepared By fcchnicaHy Checked amp found Correct
u D Kande Pune Sub Divisional Engineer Exec ive Engineer
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
l
RATE ANALYSIS No6
ITEM No6 shyProviding and laying M-15 RCC of trap granite quartzite gneiss metal for cast in situ piers abutments returns wings etc including compacting by vibrating and including formwork and bailing out water
1) Basic Rate Rs 320000 Cum (PWD DSR 2008-09 PNO 181 I no 37)
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Metal 09 09 Cum 20320 18288
2) Sand 045 045 Cum 67748 30487
3) Cement 0295 0295 MT 12919 3811 Total Rs 52586
Additional Royalti Charges For Sand 045 10600 477
Additional Royalti Charges For Metal 09 3534 3181
Total Rs 380536
Add 050 VAT 1903
Total Rs 382439
Say Rs I I
ctl_E t
Technically Checked IPrepared By Correct
UDKande Pune Sub
Djjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
l
i
RATE ANALYSIS No7
ITEM Providing and laying in situ CC M-I0l36 of trap granite quartzite gneiss metal foundation including necessary bailing out water compacting and curing (including form work centering and excluding dewatering by pump) etc complete
1) Basic Rate Rs 284635 Cum (PWD DSR 2008-09 PND 176 I no 15)
Add lead charges
Material Qty Qty for item Unit Charges Amount
1) Metal 094 094 Cum 20320 19101
2) Sand 047 047 Cum 67748 31842
3) Cement 02025 02025 MT 12919 2616
Total Rs 53558
Additional Royalti Charges For Sand
Additional Royalti Charges For Metal
Add 050 VAT
cbullbullbullEbullbullmiddotbull
Prepared By
U D Kande
Pune Sub Ujjani Canal Sub-Division No33
Kuchi
047 10600 4982
094 3534 3322
Total Rs 346497
1732
Total Rs 348230
SayRs I Cum -
rcchnlcally rhecKed amp Quod Correct
Mhaisal Pump House Dn No2 Sangli
l
RATE ANALYSIS 9
ITEM No9 shyProviding and cutting bending hooking laying in position and tieing HYSD steel bar for reinforcement as per detailed drawings for all RCC works
Rate Analysis For Basic Rate Of Steel
Ref Procedure Adopted As Per sanction Estimate No 22309 by CE(SP)Pune
1) Labour Charges ( PWD SOR 2008-09PNO 182 I no 44 )
Rs 264200 1Cum
Basic Rate as per SEPWDPune Letter No 2332 at 30312010 is Rs 37000 1shy
2) Material 1) Steel 105 3700000 38850
2) Binding Wire 4 KgMT 48 19200
3) Initial Lead 105 926 Total
9723
3913923
Add Sundries Add Overheads
05
10
Total
19570 391392
IMTTotal Rate l5~~middot ershy4 6 1MT
12919Add Lead Charges For Steel 1 MT 12919
Total Rate
Add VAT 05 2 CC
n scu r
Prepared By
UD Kande
Pune Sub Ujjani Canal Sub-Division No33
Kuchi
Say Rs 1MT
Mhaisal Pump House Dn No2
Sangli
Qund Correct
Total Rate
-
RATE ANALYSIS 10
ITEM No 10 shyProviding selected hard murum filling including layng in layers of 15 em to 20 em watering and compacting etc complete
1) Basic Rate Rs 19000 Cum (PWD SOR 2008-09 PNO 173 I no 10 )
Add Royalty Charges For Murum 3534 3534 Total Rate 22534
Add VAT 05 113
Total Rate 22647
Say Rs 22645 Cum bulla EI
Prepared By
found Correct
UDKande Pune Sub Divisional Engineer
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
i
RATE ANALYSIS 17
ITEM No 17 -Prividing and laying cement concrete pipe ofLS NP2 900 rom in proper line level and slope including providing amp fixing collars in cement mortar 12 etc complete
1) Basic Rate Rs 203500 Rmt ( PWD SOR 2008-09 PNO 172 I no 6d )
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Supply Of Pipe 1 1 M 22583 22583 2) Sand 00021 00021 Cum 67748 142 3) Cement 00016 00016 MT 12919 021
Total Rs 22746
Add Royalty Charges For Sand 106 00021 022
Total Rs 226268
Add VAT 05 1131 Total Rs 227400
Say Rs I 227400 i
I Rmt
Sctlo1
-rnmd CorrectPrepared By
D Kande I Pune Sub Executive Engineer
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
Superintending Engineer
KKLIRRProject Circle Sangli
RATE ANALYSIS 19
ITEM No 19 -Prividing and laying cement concrete pipe of1S NP2 1200 mm in proper line level and slope including providing amp fixing collars in cement mortar 12 etc complete
1) Basic Rate Rs 325000 Rmt ( PWD SOR 2008-09 PNO 172 I no 6f )
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Supply Of Pipe 1 1 M 67749 67749 2) Sand 00044 00044 Cum 22583 099 3) Cement 00032 00032 MT 67748 217
Total Rs 68065
Add Royalty Charges For Sand 106 00044 047
Total Rs 393112
Add VAT 05 1966 Total Rs 395077
Prepared By s hecked
SayRs 395075 I Rmt
U D Kande
Pune Sub
Pound Correct
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
Superintending Engineer
KKLIRRProject Circle Sangli
Name of worrk constrr of SH Road Crossing Of Hiware Dy ch3630--m
gt1
BL
13700 )1 n COPING M-15 20 rso x iso
D size I eoo I I I III
646629 1
eaee soc130 SLOPE JOINING IP AT TBl
SR
644069
643769 644069
643769
STAUNCHWALL SECTIONOF HEAD WALL
SECTION AT A - A
o -e-
o GL 645971 o
o
U o w Z
0
rn( oB
300
GUARD STONE OF 750 X 200 X 150 ------- g r I I-- - _ __ _
I 0 I I I I I
I I I I ISL 64520 SPLAY 1 in 10
I I I I I I
I I I I I I I I
I I I I I 1111 I I I I
CANAL FLOW I 1 1 I I I I
I
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I _ I I
I I I bull o ----- ----
toaccommodate SR amp IPlevels I
0
Sub-PLAN
Ujani Canal Sub-Dv No 33 bullbullbullbull EI KUeHl
TRIAL PIT DATA oarGL
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ame of work Construction of VRB at Ch Hivare - Walekhindi Dy Km NO4
SUB-ESTIMATE -2 (DIVERSION) ABSTRACT
Description Rate I UnitQuantity I Unit Amount
4500ICum
25920ICum
Item No1shyProvding earthwork for embankment Withl approved materials obtained from departmental land and other source including all lifts and leads laying in layers of 20 centimetre to 30 centimetre thickness breaking clods dressing to the required lines curves grades and sections compacting with power roller completeI(Rate Analysis No1) Item No2shySupplying 60 rnilimetre trap stone over metal at the side inclduing conveying stacking complete by blasting
I(Rate Analysis No2) Item No3shySupplying 40 milimetre trap stone metal dl~cum
broken at the side including conveying and stacking complete by blasting
I(Rate Analysis No3) Item No4-Supplying hard murum at the side including conveying and stacking complete I(Rate Analysis No4)
~
Item No5shySupplying soft murum at the rod side conveying and stacking complete
I(Rate Analysis No5) Item No6shySpreading130 milimetre metal including sectioning complete (DSR Rate 2008-09 Add Vat 050
1800t
Total Rs Say Rs 1810
Item No7shySpreading milimetre rnetal including sectioning complete (DSR Rate 2008-09 51148) 18 Add Vat 050 009
Total Rs 1809 Say Rs 1810
I I Description Rate I Unit AmountQuantity I Unit
Item No8shySpreading hard murum on the19500ICum formation over the road formation for side width and oversize metal includign sectioning etc compelte (DSR Rate 2008-09 Add Vat 050 006
Total Rs 1106 Say Rs 1105
Item No9shy1620ICum Spreading blindage of soft murum over
the water bound macadam surface etc complete (DSR Rate 2008-09 50149) 11Add Vat 050 006
Total Rs Say Rs
Item No10-48600ISqm Compacting the sub grade 1 gravel 1
over size metal ( 200 milimetre loose) tgt layer with power roller including
necessary labour material and artifical waterino complete (DSR Rate 2008-09 75 Add Vat 050
Total Rs 754 Say Rs
Item No11-45000ISqm Compacting the sub grade 1 gravel 1
over size metal ( 100 milimetre loose) - layer with power roller including necessary labour material and artifical waterinq complete (DSR Rate 2008-09 Add Vat 050 003
Total Rs 653t Say Rs 655
Item No12-45000ISqm Compacting the hard murum size width
layer on each side with power roller
including arthficial watering complete
(DSR Rate 2008-09 60149) 24I
Add Vat 050 001 Total Rs
Say Rs Total Rs
215500
I
~ U Ujani Canal Sub-Dv No 33
Narne of work Construction of VRB at Ch of Hivare - Walekhindi Dy Km No4
SUB-ESTIMATE -2 (DIVERSION)
MEASUREMNT No Length Breadth Height Quantity
Item No1-Provding earthwork for embankment with approved materials obtained from departmental land and other source including all lifts and leads laying in layers of 20 centimetre to 30 centimetre thickness breaking clods dressing to the required lines curves grades and sections compacting with power roller complete
DIVERSION 1 x 810 + 1150 x 075 = 88200 Cum 2
Item No2shySupplying 60 milimetre trap stone over size metal at the rod side inclduing conveying and stacking complete by blasting
DIVERSION 1 x 120 x 405 x 020 = 9720 Cum
Item No3shySupplying 40 milimetre trap stone metal hand broken at the rod side including conveying and stacking complete by blasting
DIVERSION 1 x 120 x 375 x 010 = 4500 Cum
Item No4shySupplying hard mururn at the rod side including conveying and stacking complete
SIDE WITH 1875 + 2175 2 =2025 2 x 120 x 2025 x 020 = 9720 SIDE WITH 1875 + 2175 2 =2025 2 x 120 x 2025 x 020 = 9720
13 Qty(9720 + 9720) = 6480
25920 Cum
Item No5shySupplying soft murum at the rod side including conveying and stacking complete
14 Qty of 6480 1620
1620 Cum
Item No6shySpreading 60 milimetre metal including sectioning complete
Qty as per Item NO3 1 x 195 = 195 Cum ( 9750 + 9750)
Item No7shySpreading 6040 milimetre metal including sectioning complete
Qty at per Item No4 9720 + 9720 x 1 = 6480 Cum 3
Item No8shySpreading hard rnurum on the rod formation over the road formation for side width and oversize metal includign sectioning etc compelte
Qty as per Item NO4 1 x 195 = 195 Cum ( 9750 + 9750)
Item No9shySpreading blindage of soft murum over the water bound macadam surface etc complete
Qty as per Item No5 1 x 1620 = 1620 Cum
Item No10shyCompacting the sub grade gravelover size metal ( 200 milimetre loose) layer with power roller inclUding necessary labour material and artifical watering complete
DIVERSION 1 x 120 x 405 = 48600 Sqm
Item No11shyCompacting the sub grade gravelover size metal ( 100 milimetre loose) layer with power roller including necessary labour material and artifical watering complete
APPROACH 1 x 120 x 375 = 45000Sqm
Item No12shyCompacting the hard murum size width layer on each side with power roller including arthficial watering complete
2 x 120 x 1875 = 45000Sqm
Name of work Construction of VRB at Ch Hivare - Walekhindi Dy Km No4
3
RATE ANALYSIS No1
Item No1-
Provding earthwork for embankment with approved materials obtained from
departmental land and other source including all lifts and leads laying in layers of 20
centimetre to 30 centimetre thickness breaking clods dressing to the required lines
curves grades and sections compacting with power roller complete
1) Completed item rate as per DSR 2008-09 Item No 29 -Page No
2) Add VAT 045 Cum
Total Rate
Say Rate Cum
Vjani Canal Sub-Dv No 33 KUCHI
Technically Checkell
found Pum
No2
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No2
Item No2shy
Supplying 60 milimetre trap stone over size metal at the rod side inclduing conveying and stacking complete by blasting
1) Completed item rate as per DSR 2008-09 16500 Cum Item No 41 Page
2) Additional lead charges for 60 mm metal for 24 Km For 25 For 20 Diff For 5 Km for 1 Km -For 24 Km -
bullbull -Deduct initial lead 12- - 12964
Net Lead =
20322 = 20322 x 1 =
Total _
2) Add VAT 050
Total Rate
Say Rate
Technically CanalSub-Dv No 33 ampfoundcorrecl KUCHl _
SPKulkarnI Pump House SecLEngr(II)
No2
Name of work Construction of VRB at Ch Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No3
Item No3shy
Supplying 40 milimetre trap stone metal hand broken at the rod side including conveying and stacking complete by blasting
1) Completed item rate as per DSR 2008-09 17500 I Cum Item No 43 Page No 147
2) Additional lead charges for 60 mm metal for 24 Km For 25 For 20 Diff For 5 Km for 1 Km
For 24 _ - Deduct initial lead 1291gt4 V
Net Lead =
- x = 1
Total Cum
2) Add VAT 050 Cum
f
Total Rate Cum
Say Rate Cum
UjaniCanalSub-Dv No 33 KUeHl
TechnIcally Checked amp correct
SPKulkarni SectEngr(H) Pump House
No2 Sangli
Narne of work Construction of VRB at Ch of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No4
Item No4shy
Supplying hard rnurum at the rod side including conveying and stacking complete
raquo 1) Completed item rate as per DSR 2008-09 7300 Cum
Item No No
--omiddot---middotmiddotmiddotmiddotmiddot--middotmiddot-middotmiddotmiddot-middot----- 2) Additional lead charges for Murum for
x 1 bull _ Cum bullbullbullbull bull bullbull - bull
Total Cum
2) Add VAT 050 Cum
Total Rate I Cum
Say Rate
UjaniCanal Dv No KUeHl
TechnIcally Checked found correct
SectEng r(II) Pump House
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No5
Item No5shy
Supplying soft murum at the rod side including conveying and stacking complete
1) Completed item per DSR 2008-09 7000 Cum Item No 46 Page No
=
Total I Cumr 2) Add VAT 050 - Cum
Total Rate I Cum
SayRate
Ujani CanalSub-De No 33 KUeHl
Executive Engineer MhaisalSctEngr(II)
n
2)
bull __
Additional lead charges for Murum for 2 Km
Tecllnlcllly Checked
bullKulkarni
__
-
1h -
Itz b bull bull
bull
___ _
-J
I J
I _T _
I LEAD S TAT E MEN T (km-4) Name of worrk Construction of VRB Of Hiware Walekhindi Dv ch3630--m
km-4 - As per B ampC DSR 2008-09
Sr No Material Sources Lead in KM Total Net Lead Charges
Initial Lead Charges
Unit
1 Sand Balundgi 72 80712 12964 67748 Cum
2 Metal Revnal 24 33284 12964 20320 Cum
3 Cement Jath 22 22179 9260 12919 MT
4 Rubble Local 100 7876 12964 000 Cum
5 Steel Jath 22 22179 9260 12919 MT
6 Water Local 5 8642 8642 000 1000 Ltr
7 Murum Local 2 000 000 000 Cum
8 Pipe
Miraj 72 13773 2212 11561 Cum600rnm
9 Pipe
Miraj 72 26904 4321 22583 Cum800mm
10 Pipe
Miraj 72 26904 4321 22583 Cum900mm
11 Pipe
Miraj 72 26904 4321 22583 Cum1000mm
12 Pipe
Miraj 72 80713 12964 67749 Cum1200mm
Royalty Charges 3534 -3534 Increase in Cost of 11
Cement bullbull
Head Lead for 100 m 1585 Lead for 500 m 3297 Lead for 30 m 610
Loading amp Unloading 5335 MT
2100 30716 8946 21770 Rubble For Structure Local
ement Lead Charges 1KM 363 Initial Lead for Water 1166
1) Certified that the lead charges for different materials are as per for super Passage at ch 45460 statement (vide letter CE (SP) 1CE-4Jath Canal62591 I 2) Certified that the lead charges for different materials are as per approved lead for super Passage at ch 45460 statement (vide letter SE KKLlPC sanglil PB - 41 Jath lead4199 1Dt03092005) 3) Certified that the sufficient quantity of material will be availabel from quarries
UPrepared By al bullbullr
Sub
ound Correct U D Kande
Pune
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
Superintending Engineer
Krishna Koyna Lift Irrigation Project Circle
SangIi
RATE ANALYSIS No1
ITEM No1 shyExcavation for foundation in earth soil of all types sand gravel and soft murum including removing the excavated material upto a distance of 50 m Beyond the building area amp stacking and spreading as directed dewatering preparing the bed for foundation and necessary back filling ramming watering including showing and strutting etc complete
1) Basic Rate Rs 9000 Cum (PWD DSR 2008-09 PND 175 I no 1 )
Total RS 9000 SayRs Cum
Prepared By Cor ct
U D Kande Pune Sub
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
RATE ANALYSIS No 2
ITEM No2 shyExcavation for foundation in hard nurum including removing the excavated matrial upto a distrance of 50 m
Beyond the buildind area amp stacking and spreading as directed dewatering preparing the bed for foundation and necessary back filling ramming watering including shoring and strutting etc complete
1) Basic Rate (PWD DSR 2008-09 PND 175 I no
2)
Rs 10200 Cum
Total RS SayRs
10200 Cum
Prepared By Technically Checked Found Correct
Sub Divisional Engineer Ujjani Canal Sub-Division No33
Kuchi
U D Kande
Pune
Mhaisal Pump House Dn No2 Sangli
RATE ANALYSIS No3 ITEM No3 shyExcavation for foundation in soft rock and old cement and lime masonary foundation including removing the excavated material upto a distrance of 50 m Beyond the building area amp stacking and spreading as directed dewatering preparing the bed for foundation and necessary back filling with available earth murum ramming watering including shoring and strutting etc complete
1) Basic Rate Rs 22500 Cum (PWD DSR 2008-09 PNG 175 I no 4)
Total Rs 22500 SayRs _ Cum
Technically Checked ampPrepared By Cr c
u D Kande
Pune Sub Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2
Kuchi Sangli
I
I
RATE ANALYSIS No4 ITEM No4 shyExcavation for foundation in hard rock by blasting including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within distrance of 50 m From building area including dewatering and back filling with available earth murum ramming watering etc complete
1) Basic Rate Rs 36000 Cum (PWD DSR 2008-09 PND I no 5)
Total Rs 36000 SayRs Cum
Prepared By fcchnicaHy Checked amp found Correct
u D Kande Pune Sub Divisional Engineer Exec ive Engineer
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
l
RATE ANALYSIS No6
ITEM No6 shyProviding and laying M-15 RCC of trap granite quartzite gneiss metal for cast in situ piers abutments returns wings etc including compacting by vibrating and including formwork and bailing out water
1) Basic Rate Rs 320000 Cum (PWD DSR 2008-09 PNO 181 I no 37)
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Metal 09 09 Cum 20320 18288
2) Sand 045 045 Cum 67748 30487
3) Cement 0295 0295 MT 12919 3811 Total Rs 52586
Additional Royalti Charges For Sand 045 10600 477
Additional Royalti Charges For Metal 09 3534 3181
Total Rs 380536
Add 050 VAT 1903
Total Rs 382439
Say Rs I I
ctl_E t
Technically Checked IPrepared By Correct
UDKande Pune Sub
Djjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
l
i
RATE ANALYSIS No7
ITEM Providing and laying in situ CC M-I0l36 of trap granite quartzite gneiss metal foundation including necessary bailing out water compacting and curing (including form work centering and excluding dewatering by pump) etc complete
1) Basic Rate Rs 284635 Cum (PWD DSR 2008-09 PND 176 I no 15)
Add lead charges
Material Qty Qty for item Unit Charges Amount
1) Metal 094 094 Cum 20320 19101
2) Sand 047 047 Cum 67748 31842
3) Cement 02025 02025 MT 12919 2616
Total Rs 53558
Additional Royalti Charges For Sand
Additional Royalti Charges For Metal
Add 050 VAT
cbullbullbullEbullbullmiddotbull
Prepared By
U D Kande
Pune Sub Ujjani Canal Sub-Division No33
Kuchi
047 10600 4982
094 3534 3322
Total Rs 346497
1732
Total Rs 348230
SayRs I Cum -
rcchnlcally rhecKed amp Quod Correct
Mhaisal Pump House Dn No2 Sangli
l
RATE ANALYSIS 9
ITEM No9 shyProviding and cutting bending hooking laying in position and tieing HYSD steel bar for reinforcement as per detailed drawings for all RCC works
Rate Analysis For Basic Rate Of Steel
Ref Procedure Adopted As Per sanction Estimate No 22309 by CE(SP)Pune
1) Labour Charges ( PWD SOR 2008-09PNO 182 I no 44 )
Rs 264200 1Cum
Basic Rate as per SEPWDPune Letter No 2332 at 30312010 is Rs 37000 1shy
2) Material 1) Steel 105 3700000 38850
2) Binding Wire 4 KgMT 48 19200
3) Initial Lead 105 926 Total
9723
3913923
Add Sundries Add Overheads
05
10
Total
19570 391392
IMTTotal Rate l5~~middot ershy4 6 1MT
12919Add Lead Charges For Steel 1 MT 12919
Total Rate
Add VAT 05 2 CC
n scu r
Prepared By
UD Kande
Pune Sub Ujjani Canal Sub-Division No33
Kuchi
Say Rs 1MT
Mhaisal Pump House Dn No2
Sangli
Qund Correct
Total Rate
-
RATE ANALYSIS 10
ITEM No 10 shyProviding selected hard murum filling including layng in layers of 15 em to 20 em watering and compacting etc complete
1) Basic Rate Rs 19000 Cum (PWD SOR 2008-09 PNO 173 I no 10 )
Add Royalty Charges For Murum 3534 3534 Total Rate 22534
Add VAT 05 113
Total Rate 22647
Say Rs 22645 Cum bulla EI
Prepared By
found Correct
UDKande Pune Sub Divisional Engineer
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
i
RATE ANALYSIS 17
ITEM No 17 -Prividing and laying cement concrete pipe ofLS NP2 900 rom in proper line level and slope including providing amp fixing collars in cement mortar 12 etc complete
1) Basic Rate Rs 203500 Rmt ( PWD SOR 2008-09 PNO 172 I no 6d )
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Supply Of Pipe 1 1 M 22583 22583 2) Sand 00021 00021 Cum 67748 142 3) Cement 00016 00016 MT 12919 021
Total Rs 22746
Add Royalty Charges For Sand 106 00021 022
Total Rs 226268
Add VAT 05 1131 Total Rs 227400
Say Rs I 227400 i
I Rmt
Sctlo1
-rnmd CorrectPrepared By
D Kande I Pune Sub Executive Engineer
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
Superintending Engineer
KKLIRRProject Circle Sangli
RATE ANALYSIS 19
ITEM No 19 -Prividing and laying cement concrete pipe of1S NP2 1200 mm in proper line level and slope including providing amp fixing collars in cement mortar 12 etc complete
1) Basic Rate Rs 325000 Rmt ( PWD SOR 2008-09 PNO 172 I no 6f )
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Supply Of Pipe 1 1 M 67749 67749 2) Sand 00044 00044 Cum 22583 099 3) Cement 00032 00032 MT 67748 217
Total Rs 68065
Add Royalty Charges For Sand 106 00044 047
Total Rs 393112
Add VAT 05 1966 Total Rs 395077
Prepared By s hecked
SayRs 395075 I Rmt
U D Kande
Pune Sub
Pound Correct
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
Superintending Engineer
KKLIRRProject Circle Sangli
Name of worrk constrr of SH Road Crossing Of Hiware Dy ch3630--m
gt1
BL
13700 )1 n COPING M-15 20 rso x iso
D size I eoo I I I III
646629 1
eaee soc130 SLOPE JOINING IP AT TBl
SR
644069
643769 644069
643769
STAUNCHWALL SECTIONOF HEAD WALL
SECTION AT A - A
o -e-
o GL 645971 o
o
U o w Z
0
rn( oB
300
GUARD STONE OF 750 X 200 X 150 ------- g r I I-- - _ __ _
I 0 I I I I I
I I I I ISL 64520 SPLAY 1 in 10
I I I I I I
I I I I I I I I
I I I I I 1111 I I I I
CANAL FLOW I 1 1 I I I I
I
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I _ I I
I I I bull o ----- ----
toaccommodate SR amp IPlevels I
0
Sub-PLAN
Ujani Canal Sub-Dv No 33 bullbullbullbull EI KUeHl
TRIAL PIT DATA oarGL
osaon
t oz
152
0680
I 0
Z 0
0 W
11 z 0
w 0 gt
WZ
0 u
I
--
h
~ ~ I IbIIII
bb ob
b6)
b b
ob b
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shy
I
~
r
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IJ
ame of work Construction of VRB at Ch Hivare - Walekhindi Dy Km NO4
SUB-ESTIMATE -2 (DIVERSION) ABSTRACT
Description Rate I UnitQuantity I Unit Amount
4500ICum
25920ICum
Item No1shyProvding earthwork for embankment Withl approved materials obtained from departmental land and other source including all lifts and leads laying in layers of 20 centimetre to 30 centimetre thickness breaking clods dressing to the required lines curves grades and sections compacting with power roller completeI(Rate Analysis No1) Item No2shySupplying 60 rnilimetre trap stone over metal at the side inclduing conveying stacking complete by blasting
I(Rate Analysis No2) Item No3shySupplying 40 milimetre trap stone metal dl~cum
broken at the side including conveying and stacking complete by blasting
I(Rate Analysis No3) Item No4-Supplying hard murum at the side including conveying and stacking complete I(Rate Analysis No4)
~
Item No5shySupplying soft murum at the rod side conveying and stacking complete
I(Rate Analysis No5) Item No6shySpreading130 milimetre metal including sectioning complete (DSR Rate 2008-09 Add Vat 050
1800t
Total Rs Say Rs 1810
Item No7shySpreading milimetre rnetal including sectioning complete (DSR Rate 2008-09 51148) 18 Add Vat 050 009
Total Rs 1809 Say Rs 1810
I I Description Rate I Unit AmountQuantity I Unit
Item No8shySpreading hard murum on the19500ICum formation over the road formation for side width and oversize metal includign sectioning etc compelte (DSR Rate 2008-09 Add Vat 050 006
Total Rs 1106 Say Rs 1105
Item No9shy1620ICum Spreading blindage of soft murum over
the water bound macadam surface etc complete (DSR Rate 2008-09 50149) 11Add Vat 050 006
Total Rs Say Rs
Item No10-48600ISqm Compacting the sub grade 1 gravel 1
over size metal ( 200 milimetre loose) tgt layer with power roller including
necessary labour material and artifical waterino complete (DSR Rate 2008-09 75 Add Vat 050
Total Rs 754 Say Rs
Item No11-45000ISqm Compacting the sub grade 1 gravel 1
over size metal ( 100 milimetre loose) - layer with power roller including necessary labour material and artifical waterinq complete (DSR Rate 2008-09 Add Vat 050 003
Total Rs 653t Say Rs 655
Item No12-45000ISqm Compacting the hard murum size width
layer on each side with power roller
including arthficial watering complete
(DSR Rate 2008-09 60149) 24I
Add Vat 050 001 Total Rs
Say Rs Total Rs
215500
I
~ U Ujani Canal Sub-Dv No 33
Narne of work Construction of VRB at Ch of Hivare - Walekhindi Dy Km No4
SUB-ESTIMATE -2 (DIVERSION)
MEASUREMNT No Length Breadth Height Quantity
Item No1-Provding earthwork for embankment with approved materials obtained from departmental land and other source including all lifts and leads laying in layers of 20 centimetre to 30 centimetre thickness breaking clods dressing to the required lines curves grades and sections compacting with power roller complete
DIVERSION 1 x 810 + 1150 x 075 = 88200 Cum 2
Item No2shySupplying 60 milimetre trap stone over size metal at the rod side inclduing conveying and stacking complete by blasting
DIVERSION 1 x 120 x 405 x 020 = 9720 Cum
Item No3shySupplying 40 milimetre trap stone metal hand broken at the rod side including conveying and stacking complete by blasting
DIVERSION 1 x 120 x 375 x 010 = 4500 Cum
Item No4shySupplying hard mururn at the rod side including conveying and stacking complete
SIDE WITH 1875 + 2175 2 =2025 2 x 120 x 2025 x 020 = 9720 SIDE WITH 1875 + 2175 2 =2025 2 x 120 x 2025 x 020 = 9720
13 Qty(9720 + 9720) = 6480
25920 Cum
Item No5shySupplying soft murum at the rod side including conveying and stacking complete
14 Qty of 6480 1620
1620 Cum
Item No6shySpreading 60 milimetre metal including sectioning complete
Qty as per Item NO3 1 x 195 = 195 Cum ( 9750 + 9750)
Item No7shySpreading 6040 milimetre metal including sectioning complete
Qty at per Item No4 9720 + 9720 x 1 = 6480 Cum 3
Item No8shySpreading hard rnurum on the rod formation over the road formation for side width and oversize metal includign sectioning etc compelte
Qty as per Item NO4 1 x 195 = 195 Cum ( 9750 + 9750)
Item No9shySpreading blindage of soft murum over the water bound macadam surface etc complete
Qty as per Item No5 1 x 1620 = 1620 Cum
Item No10shyCompacting the sub grade gravelover size metal ( 200 milimetre loose) layer with power roller inclUding necessary labour material and artifical watering complete
DIVERSION 1 x 120 x 405 = 48600 Sqm
Item No11shyCompacting the sub grade gravelover size metal ( 100 milimetre loose) layer with power roller including necessary labour material and artifical watering complete
APPROACH 1 x 120 x 375 = 45000Sqm
Item No12shyCompacting the hard murum size width layer on each side with power roller including arthficial watering complete
2 x 120 x 1875 = 45000Sqm
Name of work Construction of VRB at Ch Hivare - Walekhindi Dy Km No4
3
RATE ANALYSIS No1
Item No1-
Provding earthwork for embankment with approved materials obtained from
departmental land and other source including all lifts and leads laying in layers of 20
centimetre to 30 centimetre thickness breaking clods dressing to the required lines
curves grades and sections compacting with power roller complete
1) Completed item rate as per DSR 2008-09 Item No 29 -Page No
2) Add VAT 045 Cum
Total Rate
Say Rate Cum
Vjani Canal Sub-Dv No 33 KUCHI
Technically Checkell
found Pum
No2
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No2
Item No2shy
Supplying 60 milimetre trap stone over size metal at the rod side inclduing conveying and stacking complete by blasting
1) Completed item rate as per DSR 2008-09 16500 Cum Item No 41 Page
2) Additional lead charges for 60 mm metal for 24 Km For 25 For 20 Diff For 5 Km for 1 Km -For 24 Km -
bullbull -Deduct initial lead 12- - 12964
Net Lead =
20322 = 20322 x 1 =
Total _
2) Add VAT 050
Total Rate
Say Rate
Technically CanalSub-Dv No 33 ampfoundcorrecl KUCHl _
SPKulkarnI Pump House SecLEngr(II)
No2
Name of work Construction of VRB at Ch Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No3
Item No3shy
Supplying 40 milimetre trap stone metal hand broken at the rod side including conveying and stacking complete by blasting
1) Completed item rate as per DSR 2008-09 17500 I Cum Item No 43 Page No 147
2) Additional lead charges for 60 mm metal for 24 Km For 25 For 20 Diff For 5 Km for 1 Km
For 24 _ - Deduct initial lead 1291gt4 V
Net Lead =
- x = 1
Total Cum
2) Add VAT 050 Cum
f
Total Rate Cum
Say Rate Cum
UjaniCanalSub-Dv No 33 KUeHl
TechnIcally Checked amp correct
SPKulkarni SectEngr(H) Pump House
No2 Sangli
Narne of work Construction of VRB at Ch of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No4
Item No4shy
Supplying hard rnurum at the rod side including conveying and stacking complete
raquo 1) Completed item rate as per DSR 2008-09 7300 Cum
Item No No
--omiddot---middotmiddotmiddotmiddotmiddot--middotmiddot-middotmiddotmiddot-middot----- 2) Additional lead charges for Murum for
x 1 bull _ Cum bullbullbullbull bull bullbull - bull
Total Cum
2) Add VAT 050 Cum
Total Rate I Cum
Say Rate
UjaniCanal Dv No KUeHl
TechnIcally Checked found correct
SectEng r(II) Pump House
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No5
Item No5shy
Supplying soft murum at the rod side including conveying and stacking complete
1) Completed item per DSR 2008-09 7000 Cum Item No 46 Page No
=
Total I Cumr 2) Add VAT 050 - Cum
Total Rate I Cum
SayRate
Ujani CanalSub-De No 33 KUeHl
Executive Engineer MhaisalSctEngr(II)
n
2)
bull __
Additional lead charges for Murum for 2 Km
Tecllnlcllly Checked
bullKulkarni
__
-
1h -
Itz b bull bull
bull
___ _
-J
I J
I _T _
RATE ANALYSIS No1
ITEM No1 shyExcavation for foundation in earth soil of all types sand gravel and soft murum including removing the excavated material upto a distance of 50 m Beyond the building area amp stacking and spreading as directed dewatering preparing the bed for foundation and necessary back filling ramming watering including showing and strutting etc complete
1) Basic Rate Rs 9000 Cum (PWD DSR 2008-09 PND 175 I no 1 )
Total RS 9000 SayRs Cum
Prepared By Cor ct
U D Kande Pune Sub
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
RATE ANALYSIS No 2
ITEM No2 shyExcavation for foundation in hard nurum including removing the excavated matrial upto a distrance of 50 m
Beyond the buildind area amp stacking and spreading as directed dewatering preparing the bed for foundation and necessary back filling ramming watering including shoring and strutting etc complete
1) Basic Rate (PWD DSR 2008-09 PND 175 I no
2)
Rs 10200 Cum
Total RS SayRs
10200 Cum
Prepared By Technically Checked Found Correct
Sub Divisional Engineer Ujjani Canal Sub-Division No33
Kuchi
U D Kande
Pune
Mhaisal Pump House Dn No2 Sangli
RATE ANALYSIS No3 ITEM No3 shyExcavation for foundation in soft rock and old cement and lime masonary foundation including removing the excavated material upto a distrance of 50 m Beyond the building area amp stacking and spreading as directed dewatering preparing the bed for foundation and necessary back filling with available earth murum ramming watering including shoring and strutting etc complete
1) Basic Rate Rs 22500 Cum (PWD DSR 2008-09 PNG 175 I no 4)
Total Rs 22500 SayRs _ Cum
Technically Checked ampPrepared By Cr c
u D Kande
Pune Sub Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2
Kuchi Sangli
I
I
RATE ANALYSIS No4 ITEM No4 shyExcavation for foundation in hard rock by blasting including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within distrance of 50 m From building area including dewatering and back filling with available earth murum ramming watering etc complete
1) Basic Rate Rs 36000 Cum (PWD DSR 2008-09 PND I no 5)
Total Rs 36000 SayRs Cum
Prepared By fcchnicaHy Checked amp found Correct
u D Kande Pune Sub Divisional Engineer Exec ive Engineer
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
l
RATE ANALYSIS No6
ITEM No6 shyProviding and laying M-15 RCC of trap granite quartzite gneiss metal for cast in situ piers abutments returns wings etc including compacting by vibrating and including formwork and bailing out water
1) Basic Rate Rs 320000 Cum (PWD DSR 2008-09 PNO 181 I no 37)
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Metal 09 09 Cum 20320 18288
2) Sand 045 045 Cum 67748 30487
3) Cement 0295 0295 MT 12919 3811 Total Rs 52586
Additional Royalti Charges For Sand 045 10600 477
Additional Royalti Charges For Metal 09 3534 3181
Total Rs 380536
Add 050 VAT 1903
Total Rs 382439
Say Rs I I
ctl_E t
Technically Checked IPrepared By Correct
UDKande Pune Sub
Djjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
l
i
RATE ANALYSIS No7
ITEM Providing and laying in situ CC M-I0l36 of trap granite quartzite gneiss metal foundation including necessary bailing out water compacting and curing (including form work centering and excluding dewatering by pump) etc complete
1) Basic Rate Rs 284635 Cum (PWD DSR 2008-09 PND 176 I no 15)
Add lead charges
Material Qty Qty for item Unit Charges Amount
1) Metal 094 094 Cum 20320 19101
2) Sand 047 047 Cum 67748 31842
3) Cement 02025 02025 MT 12919 2616
Total Rs 53558
Additional Royalti Charges For Sand
Additional Royalti Charges For Metal
Add 050 VAT
cbullbullbullEbullbullmiddotbull
Prepared By
U D Kande
Pune Sub Ujjani Canal Sub-Division No33
Kuchi
047 10600 4982
094 3534 3322
Total Rs 346497
1732
Total Rs 348230
SayRs I Cum -
rcchnlcally rhecKed amp Quod Correct
Mhaisal Pump House Dn No2 Sangli
l
RATE ANALYSIS 9
ITEM No9 shyProviding and cutting bending hooking laying in position and tieing HYSD steel bar for reinforcement as per detailed drawings for all RCC works
Rate Analysis For Basic Rate Of Steel
Ref Procedure Adopted As Per sanction Estimate No 22309 by CE(SP)Pune
1) Labour Charges ( PWD SOR 2008-09PNO 182 I no 44 )
Rs 264200 1Cum
Basic Rate as per SEPWDPune Letter No 2332 at 30312010 is Rs 37000 1shy
2) Material 1) Steel 105 3700000 38850
2) Binding Wire 4 KgMT 48 19200
3) Initial Lead 105 926 Total
9723
3913923
Add Sundries Add Overheads
05
10
Total
19570 391392
IMTTotal Rate l5~~middot ershy4 6 1MT
12919Add Lead Charges For Steel 1 MT 12919
Total Rate
Add VAT 05 2 CC
n scu r
Prepared By
UD Kande
Pune Sub Ujjani Canal Sub-Division No33
Kuchi
Say Rs 1MT
Mhaisal Pump House Dn No2
Sangli
Qund Correct
Total Rate
-
RATE ANALYSIS 10
ITEM No 10 shyProviding selected hard murum filling including layng in layers of 15 em to 20 em watering and compacting etc complete
1) Basic Rate Rs 19000 Cum (PWD SOR 2008-09 PNO 173 I no 10 )
Add Royalty Charges For Murum 3534 3534 Total Rate 22534
Add VAT 05 113
Total Rate 22647
Say Rs 22645 Cum bulla EI
Prepared By
found Correct
UDKande Pune Sub Divisional Engineer
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
i
RATE ANALYSIS 17
ITEM No 17 -Prividing and laying cement concrete pipe ofLS NP2 900 rom in proper line level and slope including providing amp fixing collars in cement mortar 12 etc complete
1) Basic Rate Rs 203500 Rmt ( PWD SOR 2008-09 PNO 172 I no 6d )
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Supply Of Pipe 1 1 M 22583 22583 2) Sand 00021 00021 Cum 67748 142 3) Cement 00016 00016 MT 12919 021
Total Rs 22746
Add Royalty Charges For Sand 106 00021 022
Total Rs 226268
Add VAT 05 1131 Total Rs 227400
Say Rs I 227400 i
I Rmt
Sctlo1
-rnmd CorrectPrepared By
D Kande I Pune Sub Executive Engineer
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
Superintending Engineer
KKLIRRProject Circle Sangli
RATE ANALYSIS 19
ITEM No 19 -Prividing and laying cement concrete pipe of1S NP2 1200 mm in proper line level and slope including providing amp fixing collars in cement mortar 12 etc complete
1) Basic Rate Rs 325000 Rmt ( PWD SOR 2008-09 PNO 172 I no 6f )
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Supply Of Pipe 1 1 M 67749 67749 2) Sand 00044 00044 Cum 22583 099 3) Cement 00032 00032 MT 67748 217
Total Rs 68065
Add Royalty Charges For Sand 106 00044 047
Total Rs 393112
Add VAT 05 1966 Total Rs 395077
Prepared By s hecked
SayRs 395075 I Rmt
U D Kande
Pune Sub
Pound Correct
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
Superintending Engineer
KKLIRRProject Circle Sangli
Name of worrk constrr of SH Road Crossing Of Hiware Dy ch3630--m
gt1
BL
13700 )1 n COPING M-15 20 rso x iso
D size I eoo I I I III
646629 1
eaee soc130 SLOPE JOINING IP AT TBl
SR
644069
643769 644069
643769
STAUNCHWALL SECTIONOF HEAD WALL
SECTION AT A - A
o -e-
o GL 645971 o
o
U o w Z
0
rn( oB
300
GUARD STONE OF 750 X 200 X 150 ------- g r I I-- - _ __ _
I 0 I I I I I
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I I I I I 1111 I I I I
CANAL FLOW I 1 1 I I I I
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Sub-PLAN
Ujani Canal Sub-Dv No 33 bullbullbullbull EI KUeHl
TRIAL PIT DATA oarGL
osaon
t oz
152
0680
I 0
Z 0
0 W
11 z 0
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ame of work Construction of VRB at Ch Hivare - Walekhindi Dy Km NO4
SUB-ESTIMATE -2 (DIVERSION) ABSTRACT
Description Rate I UnitQuantity I Unit Amount
4500ICum
25920ICum
Item No1shyProvding earthwork for embankment Withl approved materials obtained from departmental land and other source including all lifts and leads laying in layers of 20 centimetre to 30 centimetre thickness breaking clods dressing to the required lines curves grades and sections compacting with power roller completeI(Rate Analysis No1) Item No2shySupplying 60 rnilimetre trap stone over metal at the side inclduing conveying stacking complete by blasting
I(Rate Analysis No2) Item No3shySupplying 40 milimetre trap stone metal dl~cum
broken at the side including conveying and stacking complete by blasting
I(Rate Analysis No3) Item No4-Supplying hard murum at the side including conveying and stacking complete I(Rate Analysis No4)
~
Item No5shySupplying soft murum at the rod side conveying and stacking complete
I(Rate Analysis No5) Item No6shySpreading130 milimetre metal including sectioning complete (DSR Rate 2008-09 Add Vat 050
1800t
Total Rs Say Rs 1810
Item No7shySpreading milimetre rnetal including sectioning complete (DSR Rate 2008-09 51148) 18 Add Vat 050 009
Total Rs 1809 Say Rs 1810
I I Description Rate I Unit AmountQuantity I Unit
Item No8shySpreading hard murum on the19500ICum formation over the road formation for side width and oversize metal includign sectioning etc compelte (DSR Rate 2008-09 Add Vat 050 006
Total Rs 1106 Say Rs 1105
Item No9shy1620ICum Spreading blindage of soft murum over
the water bound macadam surface etc complete (DSR Rate 2008-09 50149) 11Add Vat 050 006
Total Rs Say Rs
Item No10-48600ISqm Compacting the sub grade 1 gravel 1
over size metal ( 200 milimetre loose) tgt layer with power roller including
necessary labour material and artifical waterino complete (DSR Rate 2008-09 75 Add Vat 050
Total Rs 754 Say Rs
Item No11-45000ISqm Compacting the sub grade 1 gravel 1
over size metal ( 100 milimetre loose) - layer with power roller including necessary labour material and artifical waterinq complete (DSR Rate 2008-09 Add Vat 050 003
Total Rs 653t Say Rs 655
Item No12-45000ISqm Compacting the hard murum size width
layer on each side with power roller
including arthficial watering complete
(DSR Rate 2008-09 60149) 24I
Add Vat 050 001 Total Rs
Say Rs Total Rs
215500
I
~ U Ujani Canal Sub-Dv No 33
Narne of work Construction of VRB at Ch of Hivare - Walekhindi Dy Km No4
SUB-ESTIMATE -2 (DIVERSION)
MEASUREMNT No Length Breadth Height Quantity
Item No1-Provding earthwork for embankment with approved materials obtained from departmental land and other source including all lifts and leads laying in layers of 20 centimetre to 30 centimetre thickness breaking clods dressing to the required lines curves grades and sections compacting with power roller complete
DIVERSION 1 x 810 + 1150 x 075 = 88200 Cum 2
Item No2shySupplying 60 milimetre trap stone over size metal at the rod side inclduing conveying and stacking complete by blasting
DIVERSION 1 x 120 x 405 x 020 = 9720 Cum
Item No3shySupplying 40 milimetre trap stone metal hand broken at the rod side including conveying and stacking complete by blasting
DIVERSION 1 x 120 x 375 x 010 = 4500 Cum
Item No4shySupplying hard mururn at the rod side including conveying and stacking complete
SIDE WITH 1875 + 2175 2 =2025 2 x 120 x 2025 x 020 = 9720 SIDE WITH 1875 + 2175 2 =2025 2 x 120 x 2025 x 020 = 9720
13 Qty(9720 + 9720) = 6480
25920 Cum
Item No5shySupplying soft murum at the rod side including conveying and stacking complete
14 Qty of 6480 1620
1620 Cum
Item No6shySpreading 60 milimetre metal including sectioning complete
Qty as per Item NO3 1 x 195 = 195 Cum ( 9750 + 9750)
Item No7shySpreading 6040 milimetre metal including sectioning complete
Qty at per Item No4 9720 + 9720 x 1 = 6480 Cum 3
Item No8shySpreading hard rnurum on the rod formation over the road formation for side width and oversize metal includign sectioning etc compelte
Qty as per Item NO4 1 x 195 = 195 Cum ( 9750 + 9750)
Item No9shySpreading blindage of soft murum over the water bound macadam surface etc complete
Qty as per Item No5 1 x 1620 = 1620 Cum
Item No10shyCompacting the sub grade gravelover size metal ( 200 milimetre loose) layer with power roller inclUding necessary labour material and artifical watering complete
DIVERSION 1 x 120 x 405 = 48600 Sqm
Item No11shyCompacting the sub grade gravelover size metal ( 100 milimetre loose) layer with power roller including necessary labour material and artifical watering complete
APPROACH 1 x 120 x 375 = 45000Sqm
Item No12shyCompacting the hard murum size width layer on each side with power roller including arthficial watering complete
2 x 120 x 1875 = 45000Sqm
Name of work Construction of VRB at Ch Hivare - Walekhindi Dy Km No4
3
RATE ANALYSIS No1
Item No1-
Provding earthwork for embankment with approved materials obtained from
departmental land and other source including all lifts and leads laying in layers of 20
centimetre to 30 centimetre thickness breaking clods dressing to the required lines
curves grades and sections compacting with power roller complete
1) Completed item rate as per DSR 2008-09 Item No 29 -Page No
2) Add VAT 045 Cum
Total Rate
Say Rate Cum
Vjani Canal Sub-Dv No 33 KUCHI
Technically Checkell
found Pum
No2
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No2
Item No2shy
Supplying 60 milimetre trap stone over size metal at the rod side inclduing conveying and stacking complete by blasting
1) Completed item rate as per DSR 2008-09 16500 Cum Item No 41 Page
2) Additional lead charges for 60 mm metal for 24 Km For 25 For 20 Diff For 5 Km for 1 Km -For 24 Km -
bullbull -Deduct initial lead 12- - 12964
Net Lead =
20322 = 20322 x 1 =
Total _
2) Add VAT 050
Total Rate
Say Rate
Technically CanalSub-Dv No 33 ampfoundcorrecl KUCHl _
SPKulkarnI Pump House SecLEngr(II)
No2
Name of work Construction of VRB at Ch Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No3
Item No3shy
Supplying 40 milimetre trap stone metal hand broken at the rod side including conveying and stacking complete by blasting
1) Completed item rate as per DSR 2008-09 17500 I Cum Item No 43 Page No 147
2) Additional lead charges for 60 mm metal for 24 Km For 25 For 20 Diff For 5 Km for 1 Km
For 24 _ - Deduct initial lead 1291gt4 V
Net Lead =
- x = 1
Total Cum
2) Add VAT 050 Cum
f
Total Rate Cum
Say Rate Cum
UjaniCanalSub-Dv No 33 KUeHl
TechnIcally Checked amp correct
SPKulkarni SectEngr(H) Pump House
No2 Sangli
Narne of work Construction of VRB at Ch of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No4
Item No4shy
Supplying hard rnurum at the rod side including conveying and stacking complete
raquo 1) Completed item rate as per DSR 2008-09 7300 Cum
Item No No
--omiddot---middotmiddotmiddotmiddotmiddot--middotmiddot-middotmiddotmiddot-middot----- 2) Additional lead charges for Murum for
x 1 bull _ Cum bullbullbullbull bull bullbull - bull
Total Cum
2) Add VAT 050 Cum
Total Rate I Cum
Say Rate
UjaniCanal Dv No KUeHl
TechnIcally Checked found correct
SectEng r(II) Pump House
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No5
Item No5shy
Supplying soft murum at the rod side including conveying and stacking complete
1) Completed item per DSR 2008-09 7000 Cum Item No 46 Page No
=
Total I Cumr 2) Add VAT 050 - Cum
Total Rate I Cum
SayRate
Ujani CanalSub-De No 33 KUeHl
Executive Engineer MhaisalSctEngr(II)
n
2)
bull __
Additional lead charges for Murum for 2 Km
Tecllnlcllly Checked
bullKulkarni
__
-
1h -
Itz b bull bull
bull
___ _
-J
I J
I _T _
RATE ANALYSIS No 2
ITEM No2 shyExcavation for foundation in hard nurum including removing the excavated matrial upto a distrance of 50 m
Beyond the buildind area amp stacking and spreading as directed dewatering preparing the bed for foundation and necessary back filling ramming watering including shoring and strutting etc complete
1) Basic Rate (PWD DSR 2008-09 PND 175 I no
2)
Rs 10200 Cum
Total RS SayRs
10200 Cum
Prepared By Technically Checked Found Correct
Sub Divisional Engineer Ujjani Canal Sub-Division No33
Kuchi
U D Kande
Pune
Mhaisal Pump House Dn No2 Sangli
RATE ANALYSIS No3 ITEM No3 shyExcavation for foundation in soft rock and old cement and lime masonary foundation including removing the excavated material upto a distrance of 50 m Beyond the building area amp stacking and spreading as directed dewatering preparing the bed for foundation and necessary back filling with available earth murum ramming watering including shoring and strutting etc complete
1) Basic Rate Rs 22500 Cum (PWD DSR 2008-09 PNG 175 I no 4)
Total Rs 22500 SayRs _ Cum
Technically Checked ampPrepared By Cr c
u D Kande
Pune Sub Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2
Kuchi Sangli
I
I
RATE ANALYSIS No4 ITEM No4 shyExcavation for foundation in hard rock by blasting including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within distrance of 50 m From building area including dewatering and back filling with available earth murum ramming watering etc complete
1) Basic Rate Rs 36000 Cum (PWD DSR 2008-09 PND I no 5)
Total Rs 36000 SayRs Cum
Prepared By fcchnicaHy Checked amp found Correct
u D Kande Pune Sub Divisional Engineer Exec ive Engineer
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
l
RATE ANALYSIS No6
ITEM No6 shyProviding and laying M-15 RCC of trap granite quartzite gneiss metal for cast in situ piers abutments returns wings etc including compacting by vibrating and including formwork and bailing out water
1) Basic Rate Rs 320000 Cum (PWD DSR 2008-09 PNO 181 I no 37)
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Metal 09 09 Cum 20320 18288
2) Sand 045 045 Cum 67748 30487
3) Cement 0295 0295 MT 12919 3811 Total Rs 52586
Additional Royalti Charges For Sand 045 10600 477
Additional Royalti Charges For Metal 09 3534 3181
Total Rs 380536
Add 050 VAT 1903
Total Rs 382439
Say Rs I I
ctl_E t
Technically Checked IPrepared By Correct
UDKande Pune Sub
Djjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
l
i
RATE ANALYSIS No7
ITEM Providing and laying in situ CC M-I0l36 of trap granite quartzite gneiss metal foundation including necessary bailing out water compacting and curing (including form work centering and excluding dewatering by pump) etc complete
1) Basic Rate Rs 284635 Cum (PWD DSR 2008-09 PND 176 I no 15)
Add lead charges
Material Qty Qty for item Unit Charges Amount
1) Metal 094 094 Cum 20320 19101
2) Sand 047 047 Cum 67748 31842
3) Cement 02025 02025 MT 12919 2616
Total Rs 53558
Additional Royalti Charges For Sand
Additional Royalti Charges For Metal
Add 050 VAT
cbullbullbullEbullbullmiddotbull
Prepared By
U D Kande
Pune Sub Ujjani Canal Sub-Division No33
Kuchi
047 10600 4982
094 3534 3322
Total Rs 346497
1732
Total Rs 348230
SayRs I Cum -
rcchnlcally rhecKed amp Quod Correct
Mhaisal Pump House Dn No2 Sangli
l
RATE ANALYSIS 9
ITEM No9 shyProviding and cutting bending hooking laying in position and tieing HYSD steel bar for reinforcement as per detailed drawings for all RCC works
Rate Analysis For Basic Rate Of Steel
Ref Procedure Adopted As Per sanction Estimate No 22309 by CE(SP)Pune
1) Labour Charges ( PWD SOR 2008-09PNO 182 I no 44 )
Rs 264200 1Cum
Basic Rate as per SEPWDPune Letter No 2332 at 30312010 is Rs 37000 1shy
2) Material 1) Steel 105 3700000 38850
2) Binding Wire 4 KgMT 48 19200
3) Initial Lead 105 926 Total
9723
3913923
Add Sundries Add Overheads
05
10
Total
19570 391392
IMTTotal Rate l5~~middot ershy4 6 1MT
12919Add Lead Charges For Steel 1 MT 12919
Total Rate
Add VAT 05 2 CC
n scu r
Prepared By
UD Kande
Pune Sub Ujjani Canal Sub-Division No33
Kuchi
Say Rs 1MT
Mhaisal Pump House Dn No2
Sangli
Qund Correct
Total Rate
-
RATE ANALYSIS 10
ITEM No 10 shyProviding selected hard murum filling including layng in layers of 15 em to 20 em watering and compacting etc complete
1) Basic Rate Rs 19000 Cum (PWD SOR 2008-09 PNO 173 I no 10 )
Add Royalty Charges For Murum 3534 3534 Total Rate 22534
Add VAT 05 113
Total Rate 22647
Say Rs 22645 Cum bulla EI
Prepared By
found Correct
UDKande Pune Sub Divisional Engineer
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
i
RATE ANALYSIS 17
ITEM No 17 -Prividing and laying cement concrete pipe ofLS NP2 900 rom in proper line level and slope including providing amp fixing collars in cement mortar 12 etc complete
1) Basic Rate Rs 203500 Rmt ( PWD SOR 2008-09 PNO 172 I no 6d )
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Supply Of Pipe 1 1 M 22583 22583 2) Sand 00021 00021 Cum 67748 142 3) Cement 00016 00016 MT 12919 021
Total Rs 22746
Add Royalty Charges For Sand 106 00021 022
Total Rs 226268
Add VAT 05 1131 Total Rs 227400
Say Rs I 227400 i
I Rmt
Sctlo1
-rnmd CorrectPrepared By
D Kande I Pune Sub Executive Engineer
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
Superintending Engineer
KKLIRRProject Circle Sangli
RATE ANALYSIS 19
ITEM No 19 -Prividing and laying cement concrete pipe of1S NP2 1200 mm in proper line level and slope including providing amp fixing collars in cement mortar 12 etc complete
1) Basic Rate Rs 325000 Rmt ( PWD SOR 2008-09 PNO 172 I no 6f )
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Supply Of Pipe 1 1 M 67749 67749 2) Sand 00044 00044 Cum 22583 099 3) Cement 00032 00032 MT 67748 217
Total Rs 68065
Add Royalty Charges For Sand 106 00044 047
Total Rs 393112
Add VAT 05 1966 Total Rs 395077
Prepared By s hecked
SayRs 395075 I Rmt
U D Kande
Pune Sub
Pound Correct
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
Superintending Engineer
KKLIRRProject Circle Sangli
Name of worrk constrr of SH Road Crossing Of Hiware Dy ch3630--m
gt1
BL
13700 )1 n COPING M-15 20 rso x iso
D size I eoo I I I III
646629 1
eaee soc130 SLOPE JOINING IP AT TBl
SR
644069
643769 644069
643769
STAUNCHWALL SECTIONOF HEAD WALL
SECTION AT A - A
o -e-
o GL 645971 o
o
U o w Z
0
rn( oB
300
GUARD STONE OF 750 X 200 X 150 ------- g r I I-- - _ __ _
I 0 I I I I I
I I I I ISL 64520 SPLAY 1 in 10
I I I I I I
I I I I I I I I
I I I I I 1111 I I I I
CANAL FLOW I 1 1 I I I I
I
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I _ I I
I I I bull o ----- ----
toaccommodate SR amp IPlevels I
0
Sub-PLAN
Ujani Canal Sub-Dv No 33 bullbullbullbull EI KUeHl
TRIAL PIT DATA oarGL
osaon
t oz
152
0680
I 0
Z 0
0 W
11 z 0
w 0 gt
WZ
0 u
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~ ~ I IbIIII
bb ob
b6)
b b
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shy
I
~
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II Umiddot
IJ
ame of work Construction of VRB at Ch Hivare - Walekhindi Dy Km NO4
SUB-ESTIMATE -2 (DIVERSION) ABSTRACT
Description Rate I UnitQuantity I Unit Amount
4500ICum
25920ICum
Item No1shyProvding earthwork for embankment Withl approved materials obtained from departmental land and other source including all lifts and leads laying in layers of 20 centimetre to 30 centimetre thickness breaking clods dressing to the required lines curves grades and sections compacting with power roller completeI(Rate Analysis No1) Item No2shySupplying 60 rnilimetre trap stone over metal at the side inclduing conveying stacking complete by blasting
I(Rate Analysis No2) Item No3shySupplying 40 milimetre trap stone metal dl~cum
broken at the side including conveying and stacking complete by blasting
I(Rate Analysis No3) Item No4-Supplying hard murum at the side including conveying and stacking complete I(Rate Analysis No4)
~
Item No5shySupplying soft murum at the rod side conveying and stacking complete
I(Rate Analysis No5) Item No6shySpreading130 milimetre metal including sectioning complete (DSR Rate 2008-09 Add Vat 050
1800t
Total Rs Say Rs 1810
Item No7shySpreading milimetre rnetal including sectioning complete (DSR Rate 2008-09 51148) 18 Add Vat 050 009
Total Rs 1809 Say Rs 1810
I I Description Rate I Unit AmountQuantity I Unit
Item No8shySpreading hard murum on the19500ICum formation over the road formation for side width and oversize metal includign sectioning etc compelte (DSR Rate 2008-09 Add Vat 050 006
Total Rs 1106 Say Rs 1105
Item No9shy1620ICum Spreading blindage of soft murum over
the water bound macadam surface etc complete (DSR Rate 2008-09 50149) 11Add Vat 050 006
Total Rs Say Rs
Item No10-48600ISqm Compacting the sub grade 1 gravel 1
over size metal ( 200 milimetre loose) tgt layer with power roller including
necessary labour material and artifical waterino complete (DSR Rate 2008-09 75 Add Vat 050
Total Rs 754 Say Rs
Item No11-45000ISqm Compacting the sub grade 1 gravel 1
over size metal ( 100 milimetre loose) - layer with power roller including necessary labour material and artifical waterinq complete (DSR Rate 2008-09 Add Vat 050 003
Total Rs 653t Say Rs 655
Item No12-45000ISqm Compacting the hard murum size width
layer on each side with power roller
including arthficial watering complete
(DSR Rate 2008-09 60149) 24I
Add Vat 050 001 Total Rs
Say Rs Total Rs
215500
I
~ U Ujani Canal Sub-Dv No 33
Narne of work Construction of VRB at Ch of Hivare - Walekhindi Dy Km No4
SUB-ESTIMATE -2 (DIVERSION)
MEASUREMNT No Length Breadth Height Quantity
Item No1-Provding earthwork for embankment with approved materials obtained from departmental land and other source including all lifts and leads laying in layers of 20 centimetre to 30 centimetre thickness breaking clods dressing to the required lines curves grades and sections compacting with power roller complete
DIVERSION 1 x 810 + 1150 x 075 = 88200 Cum 2
Item No2shySupplying 60 milimetre trap stone over size metal at the rod side inclduing conveying and stacking complete by blasting
DIVERSION 1 x 120 x 405 x 020 = 9720 Cum
Item No3shySupplying 40 milimetre trap stone metal hand broken at the rod side including conveying and stacking complete by blasting
DIVERSION 1 x 120 x 375 x 010 = 4500 Cum
Item No4shySupplying hard mururn at the rod side including conveying and stacking complete
SIDE WITH 1875 + 2175 2 =2025 2 x 120 x 2025 x 020 = 9720 SIDE WITH 1875 + 2175 2 =2025 2 x 120 x 2025 x 020 = 9720
13 Qty(9720 + 9720) = 6480
25920 Cum
Item No5shySupplying soft murum at the rod side including conveying and stacking complete
14 Qty of 6480 1620
1620 Cum
Item No6shySpreading 60 milimetre metal including sectioning complete
Qty as per Item NO3 1 x 195 = 195 Cum ( 9750 + 9750)
Item No7shySpreading 6040 milimetre metal including sectioning complete
Qty at per Item No4 9720 + 9720 x 1 = 6480 Cum 3
Item No8shySpreading hard rnurum on the rod formation over the road formation for side width and oversize metal includign sectioning etc compelte
Qty as per Item NO4 1 x 195 = 195 Cum ( 9750 + 9750)
Item No9shySpreading blindage of soft murum over the water bound macadam surface etc complete
Qty as per Item No5 1 x 1620 = 1620 Cum
Item No10shyCompacting the sub grade gravelover size metal ( 200 milimetre loose) layer with power roller inclUding necessary labour material and artifical watering complete
DIVERSION 1 x 120 x 405 = 48600 Sqm
Item No11shyCompacting the sub grade gravelover size metal ( 100 milimetre loose) layer with power roller including necessary labour material and artifical watering complete
APPROACH 1 x 120 x 375 = 45000Sqm
Item No12shyCompacting the hard murum size width layer on each side with power roller including arthficial watering complete
2 x 120 x 1875 = 45000Sqm
Name of work Construction of VRB at Ch Hivare - Walekhindi Dy Km No4
3
RATE ANALYSIS No1
Item No1-
Provding earthwork for embankment with approved materials obtained from
departmental land and other source including all lifts and leads laying in layers of 20
centimetre to 30 centimetre thickness breaking clods dressing to the required lines
curves grades and sections compacting with power roller complete
1) Completed item rate as per DSR 2008-09 Item No 29 -Page No
2) Add VAT 045 Cum
Total Rate
Say Rate Cum
Vjani Canal Sub-Dv No 33 KUCHI
Technically Checkell
found Pum
No2
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No2
Item No2shy
Supplying 60 milimetre trap stone over size metal at the rod side inclduing conveying and stacking complete by blasting
1) Completed item rate as per DSR 2008-09 16500 Cum Item No 41 Page
2) Additional lead charges for 60 mm metal for 24 Km For 25 For 20 Diff For 5 Km for 1 Km -For 24 Km -
bullbull -Deduct initial lead 12- - 12964
Net Lead =
20322 = 20322 x 1 =
Total _
2) Add VAT 050
Total Rate
Say Rate
Technically CanalSub-Dv No 33 ampfoundcorrecl KUCHl _
SPKulkarnI Pump House SecLEngr(II)
No2
Name of work Construction of VRB at Ch Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No3
Item No3shy
Supplying 40 milimetre trap stone metal hand broken at the rod side including conveying and stacking complete by blasting
1) Completed item rate as per DSR 2008-09 17500 I Cum Item No 43 Page No 147
2) Additional lead charges for 60 mm metal for 24 Km For 25 For 20 Diff For 5 Km for 1 Km
For 24 _ - Deduct initial lead 1291gt4 V
Net Lead =
- x = 1
Total Cum
2) Add VAT 050 Cum
f
Total Rate Cum
Say Rate Cum
UjaniCanalSub-Dv No 33 KUeHl
TechnIcally Checked amp correct
SPKulkarni SectEngr(H) Pump House
No2 Sangli
Narne of work Construction of VRB at Ch of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No4
Item No4shy
Supplying hard rnurum at the rod side including conveying and stacking complete
raquo 1) Completed item rate as per DSR 2008-09 7300 Cum
Item No No
--omiddot---middotmiddotmiddotmiddotmiddot--middotmiddot-middotmiddotmiddot-middot----- 2) Additional lead charges for Murum for
x 1 bull _ Cum bullbullbullbull bull bullbull - bull
Total Cum
2) Add VAT 050 Cum
Total Rate I Cum
Say Rate
UjaniCanal Dv No KUeHl
TechnIcally Checked found correct
SectEng r(II) Pump House
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No5
Item No5shy
Supplying soft murum at the rod side including conveying and stacking complete
1) Completed item per DSR 2008-09 7000 Cum Item No 46 Page No
=
Total I Cumr 2) Add VAT 050 - Cum
Total Rate I Cum
SayRate
Ujani CanalSub-De No 33 KUeHl
Executive Engineer MhaisalSctEngr(II)
n
2)
bull __
Additional lead charges for Murum for 2 Km
Tecllnlcllly Checked
bullKulkarni
__
-
1h -
Itz b bull bull
bull
___ _
-J
I J
I _T _
RATE ANALYSIS No3 ITEM No3 shyExcavation for foundation in soft rock and old cement and lime masonary foundation including removing the excavated material upto a distrance of 50 m Beyond the building area amp stacking and spreading as directed dewatering preparing the bed for foundation and necessary back filling with available earth murum ramming watering including shoring and strutting etc complete
1) Basic Rate Rs 22500 Cum (PWD DSR 2008-09 PNG 175 I no 4)
Total Rs 22500 SayRs _ Cum
Technically Checked ampPrepared By Cr c
u D Kande
Pune Sub Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2
Kuchi Sangli
I
I
RATE ANALYSIS No4 ITEM No4 shyExcavation for foundation in hard rock by blasting including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within distrance of 50 m From building area including dewatering and back filling with available earth murum ramming watering etc complete
1) Basic Rate Rs 36000 Cum (PWD DSR 2008-09 PND I no 5)
Total Rs 36000 SayRs Cum
Prepared By fcchnicaHy Checked amp found Correct
u D Kande Pune Sub Divisional Engineer Exec ive Engineer
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
l
RATE ANALYSIS No6
ITEM No6 shyProviding and laying M-15 RCC of trap granite quartzite gneiss metal for cast in situ piers abutments returns wings etc including compacting by vibrating and including formwork and bailing out water
1) Basic Rate Rs 320000 Cum (PWD DSR 2008-09 PNO 181 I no 37)
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Metal 09 09 Cum 20320 18288
2) Sand 045 045 Cum 67748 30487
3) Cement 0295 0295 MT 12919 3811 Total Rs 52586
Additional Royalti Charges For Sand 045 10600 477
Additional Royalti Charges For Metal 09 3534 3181
Total Rs 380536
Add 050 VAT 1903
Total Rs 382439
Say Rs I I
ctl_E t
Technically Checked IPrepared By Correct
UDKande Pune Sub
Djjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
l
i
RATE ANALYSIS No7
ITEM Providing and laying in situ CC M-I0l36 of trap granite quartzite gneiss metal foundation including necessary bailing out water compacting and curing (including form work centering and excluding dewatering by pump) etc complete
1) Basic Rate Rs 284635 Cum (PWD DSR 2008-09 PND 176 I no 15)
Add lead charges
Material Qty Qty for item Unit Charges Amount
1) Metal 094 094 Cum 20320 19101
2) Sand 047 047 Cum 67748 31842
3) Cement 02025 02025 MT 12919 2616
Total Rs 53558
Additional Royalti Charges For Sand
Additional Royalti Charges For Metal
Add 050 VAT
cbullbullbullEbullbullmiddotbull
Prepared By
U D Kande
Pune Sub Ujjani Canal Sub-Division No33
Kuchi
047 10600 4982
094 3534 3322
Total Rs 346497
1732
Total Rs 348230
SayRs I Cum -
rcchnlcally rhecKed amp Quod Correct
Mhaisal Pump House Dn No2 Sangli
l
RATE ANALYSIS 9
ITEM No9 shyProviding and cutting bending hooking laying in position and tieing HYSD steel bar for reinforcement as per detailed drawings for all RCC works
Rate Analysis For Basic Rate Of Steel
Ref Procedure Adopted As Per sanction Estimate No 22309 by CE(SP)Pune
1) Labour Charges ( PWD SOR 2008-09PNO 182 I no 44 )
Rs 264200 1Cum
Basic Rate as per SEPWDPune Letter No 2332 at 30312010 is Rs 37000 1shy
2) Material 1) Steel 105 3700000 38850
2) Binding Wire 4 KgMT 48 19200
3) Initial Lead 105 926 Total
9723
3913923
Add Sundries Add Overheads
05
10
Total
19570 391392
IMTTotal Rate l5~~middot ershy4 6 1MT
12919Add Lead Charges For Steel 1 MT 12919
Total Rate
Add VAT 05 2 CC
n scu r
Prepared By
UD Kande
Pune Sub Ujjani Canal Sub-Division No33
Kuchi
Say Rs 1MT
Mhaisal Pump House Dn No2
Sangli
Qund Correct
Total Rate
-
RATE ANALYSIS 10
ITEM No 10 shyProviding selected hard murum filling including layng in layers of 15 em to 20 em watering and compacting etc complete
1) Basic Rate Rs 19000 Cum (PWD SOR 2008-09 PNO 173 I no 10 )
Add Royalty Charges For Murum 3534 3534 Total Rate 22534
Add VAT 05 113
Total Rate 22647
Say Rs 22645 Cum bulla EI
Prepared By
found Correct
UDKande Pune Sub Divisional Engineer
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
i
RATE ANALYSIS 17
ITEM No 17 -Prividing and laying cement concrete pipe ofLS NP2 900 rom in proper line level and slope including providing amp fixing collars in cement mortar 12 etc complete
1) Basic Rate Rs 203500 Rmt ( PWD SOR 2008-09 PNO 172 I no 6d )
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Supply Of Pipe 1 1 M 22583 22583 2) Sand 00021 00021 Cum 67748 142 3) Cement 00016 00016 MT 12919 021
Total Rs 22746
Add Royalty Charges For Sand 106 00021 022
Total Rs 226268
Add VAT 05 1131 Total Rs 227400
Say Rs I 227400 i
I Rmt
Sctlo1
-rnmd CorrectPrepared By
D Kande I Pune Sub Executive Engineer
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
Superintending Engineer
KKLIRRProject Circle Sangli
RATE ANALYSIS 19
ITEM No 19 -Prividing and laying cement concrete pipe of1S NP2 1200 mm in proper line level and slope including providing amp fixing collars in cement mortar 12 etc complete
1) Basic Rate Rs 325000 Rmt ( PWD SOR 2008-09 PNO 172 I no 6f )
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Supply Of Pipe 1 1 M 67749 67749 2) Sand 00044 00044 Cum 22583 099 3) Cement 00032 00032 MT 67748 217
Total Rs 68065
Add Royalty Charges For Sand 106 00044 047
Total Rs 393112
Add VAT 05 1966 Total Rs 395077
Prepared By s hecked
SayRs 395075 I Rmt
U D Kande
Pune Sub
Pound Correct
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
Superintending Engineer
KKLIRRProject Circle Sangli
Name of worrk constrr of SH Road Crossing Of Hiware Dy ch3630--m
gt1
BL
13700 )1 n COPING M-15 20 rso x iso
D size I eoo I I I III
646629 1
eaee soc130 SLOPE JOINING IP AT TBl
SR
644069
643769 644069
643769
STAUNCHWALL SECTIONOF HEAD WALL
SECTION AT A - A
o -e-
o GL 645971 o
o
U o w Z
0
rn( oB
300
GUARD STONE OF 750 X 200 X 150 ------- g r I I-- - _ __ _
I 0 I I I I I
I I I I ISL 64520 SPLAY 1 in 10
I I I I I I
I I I I I I I I
I I I I I 1111 I I I I
CANAL FLOW I 1 1 I I I I
I
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I _ I I
I I I bull o ----- ----
toaccommodate SR amp IPlevels I
0
Sub-PLAN
Ujani Canal Sub-Dv No 33 bullbullbullbull EI KUeHl
TRIAL PIT DATA oarGL
osaon
t oz
152
0680
I 0
Z 0
0 W
11 z 0
w 0 gt
WZ
0 u
I
--
h
~ ~ I IbIIII
bb ob
b6)
b b
ob b
__ ---_
-ill
j I Ih b
middot U I
bbo -
shy
I
~
r
i
II Umiddot
IJ
ame of work Construction of VRB at Ch Hivare - Walekhindi Dy Km NO4
SUB-ESTIMATE -2 (DIVERSION) ABSTRACT
Description Rate I UnitQuantity I Unit Amount
4500ICum
25920ICum
Item No1shyProvding earthwork for embankment Withl approved materials obtained from departmental land and other source including all lifts and leads laying in layers of 20 centimetre to 30 centimetre thickness breaking clods dressing to the required lines curves grades and sections compacting with power roller completeI(Rate Analysis No1) Item No2shySupplying 60 rnilimetre trap stone over metal at the side inclduing conveying stacking complete by blasting
I(Rate Analysis No2) Item No3shySupplying 40 milimetre trap stone metal dl~cum
broken at the side including conveying and stacking complete by blasting
I(Rate Analysis No3) Item No4-Supplying hard murum at the side including conveying and stacking complete I(Rate Analysis No4)
~
Item No5shySupplying soft murum at the rod side conveying and stacking complete
I(Rate Analysis No5) Item No6shySpreading130 milimetre metal including sectioning complete (DSR Rate 2008-09 Add Vat 050
1800t
Total Rs Say Rs 1810
Item No7shySpreading milimetre rnetal including sectioning complete (DSR Rate 2008-09 51148) 18 Add Vat 050 009
Total Rs 1809 Say Rs 1810
I I Description Rate I Unit AmountQuantity I Unit
Item No8shySpreading hard murum on the19500ICum formation over the road formation for side width and oversize metal includign sectioning etc compelte (DSR Rate 2008-09 Add Vat 050 006
Total Rs 1106 Say Rs 1105
Item No9shy1620ICum Spreading blindage of soft murum over
the water bound macadam surface etc complete (DSR Rate 2008-09 50149) 11Add Vat 050 006
Total Rs Say Rs
Item No10-48600ISqm Compacting the sub grade 1 gravel 1
over size metal ( 200 milimetre loose) tgt layer with power roller including
necessary labour material and artifical waterino complete (DSR Rate 2008-09 75 Add Vat 050
Total Rs 754 Say Rs
Item No11-45000ISqm Compacting the sub grade 1 gravel 1
over size metal ( 100 milimetre loose) - layer with power roller including necessary labour material and artifical waterinq complete (DSR Rate 2008-09 Add Vat 050 003
Total Rs 653t Say Rs 655
Item No12-45000ISqm Compacting the hard murum size width
layer on each side with power roller
including arthficial watering complete
(DSR Rate 2008-09 60149) 24I
Add Vat 050 001 Total Rs
Say Rs Total Rs
215500
I
~ U Ujani Canal Sub-Dv No 33
Narne of work Construction of VRB at Ch of Hivare - Walekhindi Dy Km No4
SUB-ESTIMATE -2 (DIVERSION)
MEASUREMNT No Length Breadth Height Quantity
Item No1-Provding earthwork for embankment with approved materials obtained from departmental land and other source including all lifts and leads laying in layers of 20 centimetre to 30 centimetre thickness breaking clods dressing to the required lines curves grades and sections compacting with power roller complete
DIVERSION 1 x 810 + 1150 x 075 = 88200 Cum 2
Item No2shySupplying 60 milimetre trap stone over size metal at the rod side inclduing conveying and stacking complete by blasting
DIVERSION 1 x 120 x 405 x 020 = 9720 Cum
Item No3shySupplying 40 milimetre trap stone metal hand broken at the rod side including conveying and stacking complete by blasting
DIVERSION 1 x 120 x 375 x 010 = 4500 Cum
Item No4shySupplying hard mururn at the rod side including conveying and stacking complete
SIDE WITH 1875 + 2175 2 =2025 2 x 120 x 2025 x 020 = 9720 SIDE WITH 1875 + 2175 2 =2025 2 x 120 x 2025 x 020 = 9720
13 Qty(9720 + 9720) = 6480
25920 Cum
Item No5shySupplying soft murum at the rod side including conveying and stacking complete
14 Qty of 6480 1620
1620 Cum
Item No6shySpreading 60 milimetre metal including sectioning complete
Qty as per Item NO3 1 x 195 = 195 Cum ( 9750 + 9750)
Item No7shySpreading 6040 milimetre metal including sectioning complete
Qty at per Item No4 9720 + 9720 x 1 = 6480 Cum 3
Item No8shySpreading hard rnurum on the rod formation over the road formation for side width and oversize metal includign sectioning etc compelte
Qty as per Item NO4 1 x 195 = 195 Cum ( 9750 + 9750)
Item No9shySpreading blindage of soft murum over the water bound macadam surface etc complete
Qty as per Item No5 1 x 1620 = 1620 Cum
Item No10shyCompacting the sub grade gravelover size metal ( 200 milimetre loose) layer with power roller inclUding necessary labour material and artifical watering complete
DIVERSION 1 x 120 x 405 = 48600 Sqm
Item No11shyCompacting the sub grade gravelover size metal ( 100 milimetre loose) layer with power roller including necessary labour material and artifical watering complete
APPROACH 1 x 120 x 375 = 45000Sqm
Item No12shyCompacting the hard murum size width layer on each side with power roller including arthficial watering complete
2 x 120 x 1875 = 45000Sqm
Name of work Construction of VRB at Ch Hivare - Walekhindi Dy Km No4
3
RATE ANALYSIS No1
Item No1-
Provding earthwork for embankment with approved materials obtained from
departmental land and other source including all lifts and leads laying in layers of 20
centimetre to 30 centimetre thickness breaking clods dressing to the required lines
curves grades and sections compacting with power roller complete
1) Completed item rate as per DSR 2008-09 Item No 29 -Page No
2) Add VAT 045 Cum
Total Rate
Say Rate Cum
Vjani Canal Sub-Dv No 33 KUCHI
Technically Checkell
found Pum
No2
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No2
Item No2shy
Supplying 60 milimetre trap stone over size metal at the rod side inclduing conveying and stacking complete by blasting
1) Completed item rate as per DSR 2008-09 16500 Cum Item No 41 Page
2) Additional lead charges for 60 mm metal for 24 Km For 25 For 20 Diff For 5 Km for 1 Km -For 24 Km -
bullbull -Deduct initial lead 12- - 12964
Net Lead =
20322 = 20322 x 1 =
Total _
2) Add VAT 050
Total Rate
Say Rate
Technically CanalSub-Dv No 33 ampfoundcorrecl KUCHl _
SPKulkarnI Pump House SecLEngr(II)
No2
Name of work Construction of VRB at Ch Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No3
Item No3shy
Supplying 40 milimetre trap stone metal hand broken at the rod side including conveying and stacking complete by blasting
1) Completed item rate as per DSR 2008-09 17500 I Cum Item No 43 Page No 147
2) Additional lead charges for 60 mm metal for 24 Km For 25 For 20 Diff For 5 Km for 1 Km
For 24 _ - Deduct initial lead 1291gt4 V
Net Lead =
- x = 1
Total Cum
2) Add VAT 050 Cum
f
Total Rate Cum
Say Rate Cum
UjaniCanalSub-Dv No 33 KUeHl
TechnIcally Checked amp correct
SPKulkarni SectEngr(H) Pump House
No2 Sangli
Narne of work Construction of VRB at Ch of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No4
Item No4shy
Supplying hard rnurum at the rod side including conveying and stacking complete
raquo 1) Completed item rate as per DSR 2008-09 7300 Cum
Item No No
--omiddot---middotmiddotmiddotmiddotmiddot--middotmiddot-middotmiddotmiddot-middot----- 2) Additional lead charges for Murum for
x 1 bull _ Cum bullbullbullbull bull bullbull - bull
Total Cum
2) Add VAT 050 Cum
Total Rate I Cum
Say Rate
UjaniCanal Dv No KUeHl
TechnIcally Checked found correct
SectEng r(II) Pump House
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No5
Item No5shy
Supplying soft murum at the rod side including conveying and stacking complete
1) Completed item per DSR 2008-09 7000 Cum Item No 46 Page No
=
Total I Cumr 2) Add VAT 050 - Cum
Total Rate I Cum
SayRate
Ujani CanalSub-De No 33 KUeHl
Executive Engineer MhaisalSctEngr(II)
n
2)
bull __
Additional lead charges for Murum for 2 Km
Tecllnlcllly Checked
bullKulkarni
__
-
1h -
Itz b bull bull
bull
___ _
-J
I J
I _T _
RATE ANALYSIS No4 ITEM No4 shyExcavation for foundation in hard rock by blasting including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within distrance of 50 m From building area including dewatering and back filling with available earth murum ramming watering etc complete
1) Basic Rate Rs 36000 Cum (PWD DSR 2008-09 PND I no 5)
Total Rs 36000 SayRs Cum
Prepared By fcchnicaHy Checked amp found Correct
u D Kande Pune Sub Divisional Engineer Exec ive Engineer
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
l
RATE ANALYSIS No6
ITEM No6 shyProviding and laying M-15 RCC of trap granite quartzite gneiss metal for cast in situ piers abutments returns wings etc including compacting by vibrating and including formwork and bailing out water
1) Basic Rate Rs 320000 Cum (PWD DSR 2008-09 PNO 181 I no 37)
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Metal 09 09 Cum 20320 18288
2) Sand 045 045 Cum 67748 30487
3) Cement 0295 0295 MT 12919 3811 Total Rs 52586
Additional Royalti Charges For Sand 045 10600 477
Additional Royalti Charges For Metal 09 3534 3181
Total Rs 380536
Add 050 VAT 1903
Total Rs 382439
Say Rs I I
ctl_E t
Technically Checked IPrepared By Correct
UDKande Pune Sub
Djjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
l
i
RATE ANALYSIS No7
ITEM Providing and laying in situ CC M-I0l36 of trap granite quartzite gneiss metal foundation including necessary bailing out water compacting and curing (including form work centering and excluding dewatering by pump) etc complete
1) Basic Rate Rs 284635 Cum (PWD DSR 2008-09 PND 176 I no 15)
Add lead charges
Material Qty Qty for item Unit Charges Amount
1) Metal 094 094 Cum 20320 19101
2) Sand 047 047 Cum 67748 31842
3) Cement 02025 02025 MT 12919 2616
Total Rs 53558
Additional Royalti Charges For Sand
Additional Royalti Charges For Metal
Add 050 VAT
cbullbullbullEbullbullmiddotbull
Prepared By
U D Kande
Pune Sub Ujjani Canal Sub-Division No33
Kuchi
047 10600 4982
094 3534 3322
Total Rs 346497
1732
Total Rs 348230
SayRs I Cum -
rcchnlcally rhecKed amp Quod Correct
Mhaisal Pump House Dn No2 Sangli
l
RATE ANALYSIS 9
ITEM No9 shyProviding and cutting bending hooking laying in position and tieing HYSD steel bar for reinforcement as per detailed drawings for all RCC works
Rate Analysis For Basic Rate Of Steel
Ref Procedure Adopted As Per sanction Estimate No 22309 by CE(SP)Pune
1) Labour Charges ( PWD SOR 2008-09PNO 182 I no 44 )
Rs 264200 1Cum
Basic Rate as per SEPWDPune Letter No 2332 at 30312010 is Rs 37000 1shy
2) Material 1) Steel 105 3700000 38850
2) Binding Wire 4 KgMT 48 19200
3) Initial Lead 105 926 Total
9723
3913923
Add Sundries Add Overheads
05
10
Total
19570 391392
IMTTotal Rate l5~~middot ershy4 6 1MT
12919Add Lead Charges For Steel 1 MT 12919
Total Rate
Add VAT 05 2 CC
n scu r
Prepared By
UD Kande
Pune Sub Ujjani Canal Sub-Division No33
Kuchi
Say Rs 1MT
Mhaisal Pump House Dn No2
Sangli
Qund Correct
Total Rate
-
RATE ANALYSIS 10
ITEM No 10 shyProviding selected hard murum filling including layng in layers of 15 em to 20 em watering and compacting etc complete
1) Basic Rate Rs 19000 Cum (PWD SOR 2008-09 PNO 173 I no 10 )
Add Royalty Charges For Murum 3534 3534 Total Rate 22534
Add VAT 05 113
Total Rate 22647
Say Rs 22645 Cum bulla EI
Prepared By
found Correct
UDKande Pune Sub Divisional Engineer
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
i
RATE ANALYSIS 17
ITEM No 17 -Prividing and laying cement concrete pipe ofLS NP2 900 rom in proper line level and slope including providing amp fixing collars in cement mortar 12 etc complete
1) Basic Rate Rs 203500 Rmt ( PWD SOR 2008-09 PNO 172 I no 6d )
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Supply Of Pipe 1 1 M 22583 22583 2) Sand 00021 00021 Cum 67748 142 3) Cement 00016 00016 MT 12919 021
Total Rs 22746
Add Royalty Charges For Sand 106 00021 022
Total Rs 226268
Add VAT 05 1131 Total Rs 227400
Say Rs I 227400 i
I Rmt
Sctlo1
-rnmd CorrectPrepared By
D Kande I Pune Sub Executive Engineer
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
Superintending Engineer
KKLIRRProject Circle Sangli
RATE ANALYSIS 19
ITEM No 19 -Prividing and laying cement concrete pipe of1S NP2 1200 mm in proper line level and slope including providing amp fixing collars in cement mortar 12 etc complete
1) Basic Rate Rs 325000 Rmt ( PWD SOR 2008-09 PNO 172 I no 6f )
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Supply Of Pipe 1 1 M 67749 67749 2) Sand 00044 00044 Cum 22583 099 3) Cement 00032 00032 MT 67748 217
Total Rs 68065
Add Royalty Charges For Sand 106 00044 047
Total Rs 393112
Add VAT 05 1966 Total Rs 395077
Prepared By s hecked
SayRs 395075 I Rmt
U D Kande
Pune Sub
Pound Correct
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
Superintending Engineer
KKLIRRProject Circle Sangli
Name of worrk constrr of SH Road Crossing Of Hiware Dy ch3630--m
gt1
BL
13700 )1 n COPING M-15 20 rso x iso
D size I eoo I I I III
646629 1
eaee soc130 SLOPE JOINING IP AT TBl
SR
644069
643769 644069
643769
STAUNCHWALL SECTIONOF HEAD WALL
SECTION AT A - A
o -e-
o GL 645971 o
o
U o w Z
0
rn( oB
300
GUARD STONE OF 750 X 200 X 150 ------- g r I I-- - _ __ _
I 0 I I I I I
I I I I ISL 64520 SPLAY 1 in 10
I I I I I I
I I I I I I I I
I I I I I 1111 I I I I
CANAL FLOW I 1 1 I I I I
I
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I _ I I
I I I bull o ----- ----
toaccommodate SR amp IPlevels I
0
Sub-PLAN
Ujani Canal Sub-Dv No 33 bullbullbullbull EI KUeHl
TRIAL PIT DATA oarGL
osaon
t oz
152
0680
I 0
Z 0
0 W
11 z 0
w 0 gt
WZ
0 u
I
--
h
~ ~ I IbIIII
bb ob
b6)
b b
ob b
__ ---_
-ill
j I Ih b
middot U I
bbo -
shy
I
~
r
i
II Umiddot
IJ
ame of work Construction of VRB at Ch Hivare - Walekhindi Dy Km NO4
SUB-ESTIMATE -2 (DIVERSION) ABSTRACT
Description Rate I UnitQuantity I Unit Amount
4500ICum
25920ICum
Item No1shyProvding earthwork for embankment Withl approved materials obtained from departmental land and other source including all lifts and leads laying in layers of 20 centimetre to 30 centimetre thickness breaking clods dressing to the required lines curves grades and sections compacting with power roller completeI(Rate Analysis No1) Item No2shySupplying 60 rnilimetre trap stone over metal at the side inclduing conveying stacking complete by blasting
I(Rate Analysis No2) Item No3shySupplying 40 milimetre trap stone metal dl~cum
broken at the side including conveying and stacking complete by blasting
I(Rate Analysis No3) Item No4-Supplying hard murum at the side including conveying and stacking complete I(Rate Analysis No4)
~
Item No5shySupplying soft murum at the rod side conveying and stacking complete
I(Rate Analysis No5) Item No6shySpreading130 milimetre metal including sectioning complete (DSR Rate 2008-09 Add Vat 050
1800t
Total Rs Say Rs 1810
Item No7shySpreading milimetre rnetal including sectioning complete (DSR Rate 2008-09 51148) 18 Add Vat 050 009
Total Rs 1809 Say Rs 1810
I I Description Rate I Unit AmountQuantity I Unit
Item No8shySpreading hard murum on the19500ICum formation over the road formation for side width and oversize metal includign sectioning etc compelte (DSR Rate 2008-09 Add Vat 050 006
Total Rs 1106 Say Rs 1105
Item No9shy1620ICum Spreading blindage of soft murum over
the water bound macadam surface etc complete (DSR Rate 2008-09 50149) 11Add Vat 050 006
Total Rs Say Rs
Item No10-48600ISqm Compacting the sub grade 1 gravel 1
over size metal ( 200 milimetre loose) tgt layer with power roller including
necessary labour material and artifical waterino complete (DSR Rate 2008-09 75 Add Vat 050
Total Rs 754 Say Rs
Item No11-45000ISqm Compacting the sub grade 1 gravel 1
over size metal ( 100 milimetre loose) - layer with power roller including necessary labour material and artifical waterinq complete (DSR Rate 2008-09 Add Vat 050 003
Total Rs 653t Say Rs 655
Item No12-45000ISqm Compacting the hard murum size width
layer on each side with power roller
including arthficial watering complete
(DSR Rate 2008-09 60149) 24I
Add Vat 050 001 Total Rs
Say Rs Total Rs
215500
I
~ U Ujani Canal Sub-Dv No 33
Narne of work Construction of VRB at Ch of Hivare - Walekhindi Dy Km No4
SUB-ESTIMATE -2 (DIVERSION)
MEASUREMNT No Length Breadth Height Quantity
Item No1-Provding earthwork for embankment with approved materials obtained from departmental land and other source including all lifts and leads laying in layers of 20 centimetre to 30 centimetre thickness breaking clods dressing to the required lines curves grades and sections compacting with power roller complete
DIVERSION 1 x 810 + 1150 x 075 = 88200 Cum 2
Item No2shySupplying 60 milimetre trap stone over size metal at the rod side inclduing conveying and stacking complete by blasting
DIVERSION 1 x 120 x 405 x 020 = 9720 Cum
Item No3shySupplying 40 milimetre trap stone metal hand broken at the rod side including conveying and stacking complete by blasting
DIVERSION 1 x 120 x 375 x 010 = 4500 Cum
Item No4shySupplying hard mururn at the rod side including conveying and stacking complete
SIDE WITH 1875 + 2175 2 =2025 2 x 120 x 2025 x 020 = 9720 SIDE WITH 1875 + 2175 2 =2025 2 x 120 x 2025 x 020 = 9720
13 Qty(9720 + 9720) = 6480
25920 Cum
Item No5shySupplying soft murum at the rod side including conveying and stacking complete
14 Qty of 6480 1620
1620 Cum
Item No6shySpreading 60 milimetre metal including sectioning complete
Qty as per Item NO3 1 x 195 = 195 Cum ( 9750 + 9750)
Item No7shySpreading 6040 milimetre metal including sectioning complete
Qty at per Item No4 9720 + 9720 x 1 = 6480 Cum 3
Item No8shySpreading hard rnurum on the rod formation over the road formation for side width and oversize metal includign sectioning etc compelte
Qty as per Item NO4 1 x 195 = 195 Cum ( 9750 + 9750)
Item No9shySpreading blindage of soft murum over the water bound macadam surface etc complete
Qty as per Item No5 1 x 1620 = 1620 Cum
Item No10shyCompacting the sub grade gravelover size metal ( 200 milimetre loose) layer with power roller inclUding necessary labour material and artifical watering complete
DIVERSION 1 x 120 x 405 = 48600 Sqm
Item No11shyCompacting the sub grade gravelover size metal ( 100 milimetre loose) layer with power roller including necessary labour material and artifical watering complete
APPROACH 1 x 120 x 375 = 45000Sqm
Item No12shyCompacting the hard murum size width layer on each side with power roller including arthficial watering complete
2 x 120 x 1875 = 45000Sqm
Name of work Construction of VRB at Ch Hivare - Walekhindi Dy Km No4
3
RATE ANALYSIS No1
Item No1-
Provding earthwork for embankment with approved materials obtained from
departmental land and other source including all lifts and leads laying in layers of 20
centimetre to 30 centimetre thickness breaking clods dressing to the required lines
curves grades and sections compacting with power roller complete
1) Completed item rate as per DSR 2008-09 Item No 29 -Page No
2) Add VAT 045 Cum
Total Rate
Say Rate Cum
Vjani Canal Sub-Dv No 33 KUCHI
Technically Checkell
found Pum
No2
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No2
Item No2shy
Supplying 60 milimetre trap stone over size metal at the rod side inclduing conveying and stacking complete by blasting
1) Completed item rate as per DSR 2008-09 16500 Cum Item No 41 Page
2) Additional lead charges for 60 mm metal for 24 Km For 25 For 20 Diff For 5 Km for 1 Km -For 24 Km -
bullbull -Deduct initial lead 12- - 12964
Net Lead =
20322 = 20322 x 1 =
Total _
2) Add VAT 050
Total Rate
Say Rate
Technically CanalSub-Dv No 33 ampfoundcorrecl KUCHl _
SPKulkarnI Pump House SecLEngr(II)
No2
Name of work Construction of VRB at Ch Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No3
Item No3shy
Supplying 40 milimetre trap stone metal hand broken at the rod side including conveying and stacking complete by blasting
1) Completed item rate as per DSR 2008-09 17500 I Cum Item No 43 Page No 147
2) Additional lead charges for 60 mm metal for 24 Km For 25 For 20 Diff For 5 Km for 1 Km
For 24 _ - Deduct initial lead 1291gt4 V
Net Lead =
- x = 1
Total Cum
2) Add VAT 050 Cum
f
Total Rate Cum
Say Rate Cum
UjaniCanalSub-Dv No 33 KUeHl
TechnIcally Checked amp correct
SPKulkarni SectEngr(H) Pump House
No2 Sangli
Narne of work Construction of VRB at Ch of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No4
Item No4shy
Supplying hard rnurum at the rod side including conveying and stacking complete
raquo 1) Completed item rate as per DSR 2008-09 7300 Cum
Item No No
--omiddot---middotmiddotmiddotmiddotmiddot--middotmiddot-middotmiddotmiddot-middot----- 2) Additional lead charges for Murum for
x 1 bull _ Cum bullbullbullbull bull bullbull - bull
Total Cum
2) Add VAT 050 Cum
Total Rate I Cum
Say Rate
UjaniCanal Dv No KUeHl
TechnIcally Checked found correct
SectEng r(II) Pump House
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No5
Item No5shy
Supplying soft murum at the rod side including conveying and stacking complete
1) Completed item per DSR 2008-09 7000 Cum Item No 46 Page No
=
Total I Cumr 2) Add VAT 050 - Cum
Total Rate I Cum
SayRate
Ujani CanalSub-De No 33 KUeHl
Executive Engineer MhaisalSctEngr(II)
n
2)
bull __
Additional lead charges for Murum for 2 Km
Tecllnlcllly Checked
bullKulkarni
__
-
1h -
Itz b bull bull
bull
___ _
-J
I J
I _T _
l
RATE ANALYSIS No6
ITEM No6 shyProviding and laying M-15 RCC of trap granite quartzite gneiss metal for cast in situ piers abutments returns wings etc including compacting by vibrating and including formwork and bailing out water
1) Basic Rate Rs 320000 Cum (PWD DSR 2008-09 PNO 181 I no 37)
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Metal 09 09 Cum 20320 18288
2) Sand 045 045 Cum 67748 30487
3) Cement 0295 0295 MT 12919 3811 Total Rs 52586
Additional Royalti Charges For Sand 045 10600 477
Additional Royalti Charges For Metal 09 3534 3181
Total Rs 380536
Add 050 VAT 1903
Total Rs 382439
Say Rs I I
ctl_E t
Technically Checked IPrepared By Correct
UDKande Pune Sub
Djjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
l
i
RATE ANALYSIS No7
ITEM Providing and laying in situ CC M-I0l36 of trap granite quartzite gneiss metal foundation including necessary bailing out water compacting and curing (including form work centering and excluding dewatering by pump) etc complete
1) Basic Rate Rs 284635 Cum (PWD DSR 2008-09 PND 176 I no 15)
Add lead charges
Material Qty Qty for item Unit Charges Amount
1) Metal 094 094 Cum 20320 19101
2) Sand 047 047 Cum 67748 31842
3) Cement 02025 02025 MT 12919 2616
Total Rs 53558
Additional Royalti Charges For Sand
Additional Royalti Charges For Metal
Add 050 VAT
cbullbullbullEbullbullmiddotbull
Prepared By
U D Kande
Pune Sub Ujjani Canal Sub-Division No33
Kuchi
047 10600 4982
094 3534 3322
Total Rs 346497
1732
Total Rs 348230
SayRs I Cum -
rcchnlcally rhecKed amp Quod Correct
Mhaisal Pump House Dn No2 Sangli
l
RATE ANALYSIS 9
ITEM No9 shyProviding and cutting bending hooking laying in position and tieing HYSD steel bar for reinforcement as per detailed drawings for all RCC works
Rate Analysis For Basic Rate Of Steel
Ref Procedure Adopted As Per sanction Estimate No 22309 by CE(SP)Pune
1) Labour Charges ( PWD SOR 2008-09PNO 182 I no 44 )
Rs 264200 1Cum
Basic Rate as per SEPWDPune Letter No 2332 at 30312010 is Rs 37000 1shy
2) Material 1) Steel 105 3700000 38850
2) Binding Wire 4 KgMT 48 19200
3) Initial Lead 105 926 Total
9723
3913923
Add Sundries Add Overheads
05
10
Total
19570 391392
IMTTotal Rate l5~~middot ershy4 6 1MT
12919Add Lead Charges For Steel 1 MT 12919
Total Rate
Add VAT 05 2 CC
n scu r
Prepared By
UD Kande
Pune Sub Ujjani Canal Sub-Division No33
Kuchi
Say Rs 1MT
Mhaisal Pump House Dn No2
Sangli
Qund Correct
Total Rate
-
RATE ANALYSIS 10
ITEM No 10 shyProviding selected hard murum filling including layng in layers of 15 em to 20 em watering and compacting etc complete
1) Basic Rate Rs 19000 Cum (PWD SOR 2008-09 PNO 173 I no 10 )
Add Royalty Charges For Murum 3534 3534 Total Rate 22534
Add VAT 05 113
Total Rate 22647
Say Rs 22645 Cum bulla EI
Prepared By
found Correct
UDKande Pune Sub Divisional Engineer
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
i
RATE ANALYSIS 17
ITEM No 17 -Prividing and laying cement concrete pipe ofLS NP2 900 rom in proper line level and slope including providing amp fixing collars in cement mortar 12 etc complete
1) Basic Rate Rs 203500 Rmt ( PWD SOR 2008-09 PNO 172 I no 6d )
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Supply Of Pipe 1 1 M 22583 22583 2) Sand 00021 00021 Cum 67748 142 3) Cement 00016 00016 MT 12919 021
Total Rs 22746
Add Royalty Charges For Sand 106 00021 022
Total Rs 226268
Add VAT 05 1131 Total Rs 227400
Say Rs I 227400 i
I Rmt
Sctlo1
-rnmd CorrectPrepared By
D Kande I Pune Sub Executive Engineer
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
Superintending Engineer
KKLIRRProject Circle Sangli
RATE ANALYSIS 19
ITEM No 19 -Prividing and laying cement concrete pipe of1S NP2 1200 mm in proper line level and slope including providing amp fixing collars in cement mortar 12 etc complete
1) Basic Rate Rs 325000 Rmt ( PWD SOR 2008-09 PNO 172 I no 6f )
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Supply Of Pipe 1 1 M 67749 67749 2) Sand 00044 00044 Cum 22583 099 3) Cement 00032 00032 MT 67748 217
Total Rs 68065
Add Royalty Charges For Sand 106 00044 047
Total Rs 393112
Add VAT 05 1966 Total Rs 395077
Prepared By s hecked
SayRs 395075 I Rmt
U D Kande
Pune Sub
Pound Correct
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
Superintending Engineer
KKLIRRProject Circle Sangli
Name of worrk constrr of SH Road Crossing Of Hiware Dy ch3630--m
gt1
BL
13700 )1 n COPING M-15 20 rso x iso
D size I eoo I I I III
646629 1
eaee soc130 SLOPE JOINING IP AT TBl
SR
644069
643769 644069
643769
STAUNCHWALL SECTIONOF HEAD WALL
SECTION AT A - A
o -e-
o GL 645971 o
o
U o w Z
0
rn( oB
300
GUARD STONE OF 750 X 200 X 150 ------- g r I I-- - _ __ _
I 0 I I I I I
I I I I ISL 64520 SPLAY 1 in 10
I I I I I I
I I I I I I I I
I I I I I 1111 I I I I
CANAL FLOW I 1 1 I I I I
I
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I _ I I
I I I bull o ----- ----
toaccommodate SR amp IPlevels I
0
Sub-PLAN
Ujani Canal Sub-Dv No 33 bullbullbullbull EI KUeHl
TRIAL PIT DATA oarGL
osaon
t oz
152
0680
I 0
Z 0
0 W
11 z 0
w 0 gt
WZ
0 u
I
--
h
~ ~ I IbIIII
bb ob
b6)
b b
ob b
__ ---_
-ill
j I Ih b
middot U I
bbo -
shy
I
~
r
i
II Umiddot
IJ
ame of work Construction of VRB at Ch Hivare - Walekhindi Dy Km NO4
SUB-ESTIMATE -2 (DIVERSION) ABSTRACT
Description Rate I UnitQuantity I Unit Amount
4500ICum
25920ICum
Item No1shyProvding earthwork for embankment Withl approved materials obtained from departmental land and other source including all lifts and leads laying in layers of 20 centimetre to 30 centimetre thickness breaking clods dressing to the required lines curves grades and sections compacting with power roller completeI(Rate Analysis No1) Item No2shySupplying 60 rnilimetre trap stone over metal at the side inclduing conveying stacking complete by blasting
I(Rate Analysis No2) Item No3shySupplying 40 milimetre trap stone metal dl~cum
broken at the side including conveying and stacking complete by blasting
I(Rate Analysis No3) Item No4-Supplying hard murum at the side including conveying and stacking complete I(Rate Analysis No4)
~
Item No5shySupplying soft murum at the rod side conveying and stacking complete
I(Rate Analysis No5) Item No6shySpreading130 milimetre metal including sectioning complete (DSR Rate 2008-09 Add Vat 050
1800t
Total Rs Say Rs 1810
Item No7shySpreading milimetre rnetal including sectioning complete (DSR Rate 2008-09 51148) 18 Add Vat 050 009
Total Rs 1809 Say Rs 1810
I I Description Rate I Unit AmountQuantity I Unit
Item No8shySpreading hard murum on the19500ICum formation over the road formation for side width and oversize metal includign sectioning etc compelte (DSR Rate 2008-09 Add Vat 050 006
Total Rs 1106 Say Rs 1105
Item No9shy1620ICum Spreading blindage of soft murum over
the water bound macadam surface etc complete (DSR Rate 2008-09 50149) 11Add Vat 050 006
Total Rs Say Rs
Item No10-48600ISqm Compacting the sub grade 1 gravel 1
over size metal ( 200 milimetre loose) tgt layer with power roller including
necessary labour material and artifical waterino complete (DSR Rate 2008-09 75 Add Vat 050
Total Rs 754 Say Rs
Item No11-45000ISqm Compacting the sub grade 1 gravel 1
over size metal ( 100 milimetre loose) - layer with power roller including necessary labour material and artifical waterinq complete (DSR Rate 2008-09 Add Vat 050 003
Total Rs 653t Say Rs 655
Item No12-45000ISqm Compacting the hard murum size width
layer on each side with power roller
including arthficial watering complete
(DSR Rate 2008-09 60149) 24I
Add Vat 050 001 Total Rs
Say Rs Total Rs
215500
I
~ U Ujani Canal Sub-Dv No 33
Narne of work Construction of VRB at Ch of Hivare - Walekhindi Dy Km No4
SUB-ESTIMATE -2 (DIVERSION)
MEASUREMNT No Length Breadth Height Quantity
Item No1-Provding earthwork for embankment with approved materials obtained from departmental land and other source including all lifts and leads laying in layers of 20 centimetre to 30 centimetre thickness breaking clods dressing to the required lines curves grades and sections compacting with power roller complete
DIVERSION 1 x 810 + 1150 x 075 = 88200 Cum 2
Item No2shySupplying 60 milimetre trap stone over size metal at the rod side inclduing conveying and stacking complete by blasting
DIVERSION 1 x 120 x 405 x 020 = 9720 Cum
Item No3shySupplying 40 milimetre trap stone metal hand broken at the rod side including conveying and stacking complete by blasting
DIVERSION 1 x 120 x 375 x 010 = 4500 Cum
Item No4shySupplying hard mururn at the rod side including conveying and stacking complete
SIDE WITH 1875 + 2175 2 =2025 2 x 120 x 2025 x 020 = 9720 SIDE WITH 1875 + 2175 2 =2025 2 x 120 x 2025 x 020 = 9720
13 Qty(9720 + 9720) = 6480
25920 Cum
Item No5shySupplying soft murum at the rod side including conveying and stacking complete
14 Qty of 6480 1620
1620 Cum
Item No6shySpreading 60 milimetre metal including sectioning complete
Qty as per Item NO3 1 x 195 = 195 Cum ( 9750 + 9750)
Item No7shySpreading 6040 milimetre metal including sectioning complete
Qty at per Item No4 9720 + 9720 x 1 = 6480 Cum 3
Item No8shySpreading hard rnurum on the rod formation over the road formation for side width and oversize metal includign sectioning etc compelte
Qty as per Item NO4 1 x 195 = 195 Cum ( 9750 + 9750)
Item No9shySpreading blindage of soft murum over the water bound macadam surface etc complete
Qty as per Item No5 1 x 1620 = 1620 Cum
Item No10shyCompacting the sub grade gravelover size metal ( 200 milimetre loose) layer with power roller inclUding necessary labour material and artifical watering complete
DIVERSION 1 x 120 x 405 = 48600 Sqm
Item No11shyCompacting the sub grade gravelover size metal ( 100 milimetre loose) layer with power roller including necessary labour material and artifical watering complete
APPROACH 1 x 120 x 375 = 45000Sqm
Item No12shyCompacting the hard murum size width layer on each side with power roller including arthficial watering complete
2 x 120 x 1875 = 45000Sqm
Name of work Construction of VRB at Ch Hivare - Walekhindi Dy Km No4
3
RATE ANALYSIS No1
Item No1-
Provding earthwork for embankment with approved materials obtained from
departmental land and other source including all lifts and leads laying in layers of 20
centimetre to 30 centimetre thickness breaking clods dressing to the required lines
curves grades and sections compacting with power roller complete
1) Completed item rate as per DSR 2008-09 Item No 29 -Page No
2) Add VAT 045 Cum
Total Rate
Say Rate Cum
Vjani Canal Sub-Dv No 33 KUCHI
Technically Checkell
found Pum
No2
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No2
Item No2shy
Supplying 60 milimetre trap stone over size metal at the rod side inclduing conveying and stacking complete by blasting
1) Completed item rate as per DSR 2008-09 16500 Cum Item No 41 Page
2) Additional lead charges for 60 mm metal for 24 Km For 25 For 20 Diff For 5 Km for 1 Km -For 24 Km -
bullbull -Deduct initial lead 12- - 12964
Net Lead =
20322 = 20322 x 1 =
Total _
2) Add VAT 050
Total Rate
Say Rate
Technically CanalSub-Dv No 33 ampfoundcorrecl KUCHl _
SPKulkarnI Pump House SecLEngr(II)
No2
Name of work Construction of VRB at Ch Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No3
Item No3shy
Supplying 40 milimetre trap stone metal hand broken at the rod side including conveying and stacking complete by blasting
1) Completed item rate as per DSR 2008-09 17500 I Cum Item No 43 Page No 147
2) Additional lead charges for 60 mm metal for 24 Km For 25 For 20 Diff For 5 Km for 1 Km
For 24 _ - Deduct initial lead 1291gt4 V
Net Lead =
- x = 1
Total Cum
2) Add VAT 050 Cum
f
Total Rate Cum
Say Rate Cum
UjaniCanalSub-Dv No 33 KUeHl
TechnIcally Checked amp correct
SPKulkarni SectEngr(H) Pump House
No2 Sangli
Narne of work Construction of VRB at Ch of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No4
Item No4shy
Supplying hard rnurum at the rod side including conveying and stacking complete
raquo 1) Completed item rate as per DSR 2008-09 7300 Cum
Item No No
--omiddot---middotmiddotmiddotmiddotmiddot--middotmiddot-middotmiddotmiddot-middot----- 2) Additional lead charges for Murum for
x 1 bull _ Cum bullbullbullbull bull bullbull - bull
Total Cum
2) Add VAT 050 Cum
Total Rate I Cum
Say Rate
UjaniCanal Dv No KUeHl
TechnIcally Checked found correct
SectEng r(II) Pump House
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No5
Item No5shy
Supplying soft murum at the rod side including conveying and stacking complete
1) Completed item per DSR 2008-09 7000 Cum Item No 46 Page No
=
Total I Cumr 2) Add VAT 050 - Cum
Total Rate I Cum
SayRate
Ujani CanalSub-De No 33 KUeHl
Executive Engineer MhaisalSctEngr(II)
n
2)
bull __
Additional lead charges for Murum for 2 Km
Tecllnlcllly Checked
bullKulkarni
__
-
1h -
Itz b bull bull
bull
___ _
-J
I J
I _T _
l
i
RATE ANALYSIS No7
ITEM Providing and laying in situ CC M-I0l36 of trap granite quartzite gneiss metal foundation including necessary bailing out water compacting and curing (including form work centering and excluding dewatering by pump) etc complete
1) Basic Rate Rs 284635 Cum (PWD DSR 2008-09 PND 176 I no 15)
Add lead charges
Material Qty Qty for item Unit Charges Amount
1) Metal 094 094 Cum 20320 19101
2) Sand 047 047 Cum 67748 31842
3) Cement 02025 02025 MT 12919 2616
Total Rs 53558
Additional Royalti Charges For Sand
Additional Royalti Charges For Metal
Add 050 VAT
cbullbullbullEbullbullmiddotbull
Prepared By
U D Kande
Pune Sub Ujjani Canal Sub-Division No33
Kuchi
047 10600 4982
094 3534 3322
Total Rs 346497
1732
Total Rs 348230
SayRs I Cum -
rcchnlcally rhecKed amp Quod Correct
Mhaisal Pump House Dn No2 Sangli
l
RATE ANALYSIS 9
ITEM No9 shyProviding and cutting bending hooking laying in position and tieing HYSD steel bar for reinforcement as per detailed drawings for all RCC works
Rate Analysis For Basic Rate Of Steel
Ref Procedure Adopted As Per sanction Estimate No 22309 by CE(SP)Pune
1) Labour Charges ( PWD SOR 2008-09PNO 182 I no 44 )
Rs 264200 1Cum
Basic Rate as per SEPWDPune Letter No 2332 at 30312010 is Rs 37000 1shy
2) Material 1) Steel 105 3700000 38850
2) Binding Wire 4 KgMT 48 19200
3) Initial Lead 105 926 Total
9723
3913923
Add Sundries Add Overheads
05
10
Total
19570 391392
IMTTotal Rate l5~~middot ershy4 6 1MT
12919Add Lead Charges For Steel 1 MT 12919
Total Rate
Add VAT 05 2 CC
n scu r
Prepared By
UD Kande
Pune Sub Ujjani Canal Sub-Division No33
Kuchi
Say Rs 1MT
Mhaisal Pump House Dn No2
Sangli
Qund Correct
Total Rate
-
RATE ANALYSIS 10
ITEM No 10 shyProviding selected hard murum filling including layng in layers of 15 em to 20 em watering and compacting etc complete
1) Basic Rate Rs 19000 Cum (PWD SOR 2008-09 PNO 173 I no 10 )
Add Royalty Charges For Murum 3534 3534 Total Rate 22534
Add VAT 05 113
Total Rate 22647
Say Rs 22645 Cum bulla EI
Prepared By
found Correct
UDKande Pune Sub Divisional Engineer
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
i
RATE ANALYSIS 17
ITEM No 17 -Prividing and laying cement concrete pipe ofLS NP2 900 rom in proper line level and slope including providing amp fixing collars in cement mortar 12 etc complete
1) Basic Rate Rs 203500 Rmt ( PWD SOR 2008-09 PNO 172 I no 6d )
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Supply Of Pipe 1 1 M 22583 22583 2) Sand 00021 00021 Cum 67748 142 3) Cement 00016 00016 MT 12919 021
Total Rs 22746
Add Royalty Charges For Sand 106 00021 022
Total Rs 226268
Add VAT 05 1131 Total Rs 227400
Say Rs I 227400 i
I Rmt
Sctlo1
-rnmd CorrectPrepared By
D Kande I Pune Sub Executive Engineer
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
Superintending Engineer
KKLIRRProject Circle Sangli
RATE ANALYSIS 19
ITEM No 19 -Prividing and laying cement concrete pipe of1S NP2 1200 mm in proper line level and slope including providing amp fixing collars in cement mortar 12 etc complete
1) Basic Rate Rs 325000 Rmt ( PWD SOR 2008-09 PNO 172 I no 6f )
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Supply Of Pipe 1 1 M 67749 67749 2) Sand 00044 00044 Cum 22583 099 3) Cement 00032 00032 MT 67748 217
Total Rs 68065
Add Royalty Charges For Sand 106 00044 047
Total Rs 393112
Add VAT 05 1966 Total Rs 395077
Prepared By s hecked
SayRs 395075 I Rmt
U D Kande
Pune Sub
Pound Correct
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
Superintending Engineer
KKLIRRProject Circle Sangli
Name of worrk constrr of SH Road Crossing Of Hiware Dy ch3630--m
gt1
BL
13700 )1 n COPING M-15 20 rso x iso
D size I eoo I I I III
646629 1
eaee soc130 SLOPE JOINING IP AT TBl
SR
644069
643769 644069
643769
STAUNCHWALL SECTIONOF HEAD WALL
SECTION AT A - A
o -e-
o GL 645971 o
o
U o w Z
0
rn( oB
300
GUARD STONE OF 750 X 200 X 150 ------- g r I I-- - _ __ _
I 0 I I I I I
I I I I ISL 64520 SPLAY 1 in 10
I I I I I I
I I I I I I I I
I I I I I 1111 I I I I
CANAL FLOW I 1 1 I I I I
I
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I _ I I
I I I bull o ----- ----
toaccommodate SR amp IPlevels I
0
Sub-PLAN
Ujani Canal Sub-Dv No 33 bullbullbullbull EI KUeHl
TRIAL PIT DATA oarGL
osaon
t oz
152
0680
I 0
Z 0
0 W
11 z 0
w 0 gt
WZ
0 u
I
--
h
~ ~ I IbIIII
bb ob
b6)
b b
ob b
__ ---_
-ill
j I Ih b
middot U I
bbo -
shy
I
~
r
i
II Umiddot
IJ
ame of work Construction of VRB at Ch Hivare - Walekhindi Dy Km NO4
SUB-ESTIMATE -2 (DIVERSION) ABSTRACT
Description Rate I UnitQuantity I Unit Amount
4500ICum
25920ICum
Item No1shyProvding earthwork for embankment Withl approved materials obtained from departmental land and other source including all lifts and leads laying in layers of 20 centimetre to 30 centimetre thickness breaking clods dressing to the required lines curves grades and sections compacting with power roller completeI(Rate Analysis No1) Item No2shySupplying 60 rnilimetre trap stone over metal at the side inclduing conveying stacking complete by blasting
I(Rate Analysis No2) Item No3shySupplying 40 milimetre trap stone metal dl~cum
broken at the side including conveying and stacking complete by blasting
I(Rate Analysis No3) Item No4-Supplying hard murum at the side including conveying and stacking complete I(Rate Analysis No4)
~
Item No5shySupplying soft murum at the rod side conveying and stacking complete
I(Rate Analysis No5) Item No6shySpreading130 milimetre metal including sectioning complete (DSR Rate 2008-09 Add Vat 050
1800t
Total Rs Say Rs 1810
Item No7shySpreading milimetre rnetal including sectioning complete (DSR Rate 2008-09 51148) 18 Add Vat 050 009
Total Rs 1809 Say Rs 1810
I I Description Rate I Unit AmountQuantity I Unit
Item No8shySpreading hard murum on the19500ICum formation over the road formation for side width and oversize metal includign sectioning etc compelte (DSR Rate 2008-09 Add Vat 050 006
Total Rs 1106 Say Rs 1105
Item No9shy1620ICum Spreading blindage of soft murum over
the water bound macadam surface etc complete (DSR Rate 2008-09 50149) 11Add Vat 050 006
Total Rs Say Rs
Item No10-48600ISqm Compacting the sub grade 1 gravel 1
over size metal ( 200 milimetre loose) tgt layer with power roller including
necessary labour material and artifical waterino complete (DSR Rate 2008-09 75 Add Vat 050
Total Rs 754 Say Rs
Item No11-45000ISqm Compacting the sub grade 1 gravel 1
over size metal ( 100 milimetre loose) - layer with power roller including necessary labour material and artifical waterinq complete (DSR Rate 2008-09 Add Vat 050 003
Total Rs 653t Say Rs 655
Item No12-45000ISqm Compacting the hard murum size width
layer on each side with power roller
including arthficial watering complete
(DSR Rate 2008-09 60149) 24I
Add Vat 050 001 Total Rs
Say Rs Total Rs
215500
I
~ U Ujani Canal Sub-Dv No 33
Narne of work Construction of VRB at Ch of Hivare - Walekhindi Dy Km No4
SUB-ESTIMATE -2 (DIVERSION)
MEASUREMNT No Length Breadth Height Quantity
Item No1-Provding earthwork for embankment with approved materials obtained from departmental land and other source including all lifts and leads laying in layers of 20 centimetre to 30 centimetre thickness breaking clods dressing to the required lines curves grades and sections compacting with power roller complete
DIVERSION 1 x 810 + 1150 x 075 = 88200 Cum 2
Item No2shySupplying 60 milimetre trap stone over size metal at the rod side inclduing conveying and stacking complete by blasting
DIVERSION 1 x 120 x 405 x 020 = 9720 Cum
Item No3shySupplying 40 milimetre trap stone metal hand broken at the rod side including conveying and stacking complete by blasting
DIVERSION 1 x 120 x 375 x 010 = 4500 Cum
Item No4shySupplying hard mururn at the rod side including conveying and stacking complete
SIDE WITH 1875 + 2175 2 =2025 2 x 120 x 2025 x 020 = 9720 SIDE WITH 1875 + 2175 2 =2025 2 x 120 x 2025 x 020 = 9720
13 Qty(9720 + 9720) = 6480
25920 Cum
Item No5shySupplying soft murum at the rod side including conveying and stacking complete
14 Qty of 6480 1620
1620 Cum
Item No6shySpreading 60 milimetre metal including sectioning complete
Qty as per Item NO3 1 x 195 = 195 Cum ( 9750 + 9750)
Item No7shySpreading 6040 milimetre metal including sectioning complete
Qty at per Item No4 9720 + 9720 x 1 = 6480 Cum 3
Item No8shySpreading hard rnurum on the rod formation over the road formation for side width and oversize metal includign sectioning etc compelte
Qty as per Item NO4 1 x 195 = 195 Cum ( 9750 + 9750)
Item No9shySpreading blindage of soft murum over the water bound macadam surface etc complete
Qty as per Item No5 1 x 1620 = 1620 Cum
Item No10shyCompacting the sub grade gravelover size metal ( 200 milimetre loose) layer with power roller inclUding necessary labour material and artifical watering complete
DIVERSION 1 x 120 x 405 = 48600 Sqm
Item No11shyCompacting the sub grade gravelover size metal ( 100 milimetre loose) layer with power roller including necessary labour material and artifical watering complete
APPROACH 1 x 120 x 375 = 45000Sqm
Item No12shyCompacting the hard murum size width layer on each side with power roller including arthficial watering complete
2 x 120 x 1875 = 45000Sqm
Name of work Construction of VRB at Ch Hivare - Walekhindi Dy Km No4
3
RATE ANALYSIS No1
Item No1-
Provding earthwork for embankment with approved materials obtained from
departmental land and other source including all lifts and leads laying in layers of 20
centimetre to 30 centimetre thickness breaking clods dressing to the required lines
curves grades and sections compacting with power roller complete
1) Completed item rate as per DSR 2008-09 Item No 29 -Page No
2) Add VAT 045 Cum
Total Rate
Say Rate Cum
Vjani Canal Sub-Dv No 33 KUCHI
Technically Checkell
found Pum
No2
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No2
Item No2shy
Supplying 60 milimetre trap stone over size metal at the rod side inclduing conveying and stacking complete by blasting
1) Completed item rate as per DSR 2008-09 16500 Cum Item No 41 Page
2) Additional lead charges for 60 mm metal for 24 Km For 25 For 20 Diff For 5 Km for 1 Km -For 24 Km -
bullbull -Deduct initial lead 12- - 12964
Net Lead =
20322 = 20322 x 1 =
Total _
2) Add VAT 050
Total Rate
Say Rate
Technically CanalSub-Dv No 33 ampfoundcorrecl KUCHl _
SPKulkarnI Pump House SecLEngr(II)
No2
Name of work Construction of VRB at Ch Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No3
Item No3shy
Supplying 40 milimetre trap stone metal hand broken at the rod side including conveying and stacking complete by blasting
1) Completed item rate as per DSR 2008-09 17500 I Cum Item No 43 Page No 147
2) Additional lead charges for 60 mm metal for 24 Km For 25 For 20 Diff For 5 Km for 1 Km
For 24 _ - Deduct initial lead 1291gt4 V
Net Lead =
- x = 1
Total Cum
2) Add VAT 050 Cum
f
Total Rate Cum
Say Rate Cum
UjaniCanalSub-Dv No 33 KUeHl
TechnIcally Checked amp correct
SPKulkarni SectEngr(H) Pump House
No2 Sangli
Narne of work Construction of VRB at Ch of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No4
Item No4shy
Supplying hard rnurum at the rod side including conveying and stacking complete
raquo 1) Completed item rate as per DSR 2008-09 7300 Cum
Item No No
--omiddot---middotmiddotmiddotmiddotmiddot--middotmiddot-middotmiddotmiddot-middot----- 2) Additional lead charges for Murum for
x 1 bull _ Cum bullbullbullbull bull bullbull - bull
Total Cum
2) Add VAT 050 Cum
Total Rate I Cum
Say Rate
UjaniCanal Dv No KUeHl
TechnIcally Checked found correct
SectEng r(II) Pump House
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No5
Item No5shy
Supplying soft murum at the rod side including conveying and stacking complete
1) Completed item per DSR 2008-09 7000 Cum Item No 46 Page No
=
Total I Cumr 2) Add VAT 050 - Cum
Total Rate I Cum
SayRate
Ujani CanalSub-De No 33 KUeHl
Executive Engineer MhaisalSctEngr(II)
n
2)
bull __
Additional lead charges for Murum for 2 Km
Tecllnlcllly Checked
bullKulkarni
__
-
1h -
Itz b bull bull
bull
___ _
-J
I J
I _T _
RATE ANALYSIS 9
ITEM No9 shyProviding and cutting bending hooking laying in position and tieing HYSD steel bar for reinforcement as per detailed drawings for all RCC works
Rate Analysis For Basic Rate Of Steel
Ref Procedure Adopted As Per sanction Estimate No 22309 by CE(SP)Pune
1) Labour Charges ( PWD SOR 2008-09PNO 182 I no 44 )
Rs 264200 1Cum
Basic Rate as per SEPWDPune Letter No 2332 at 30312010 is Rs 37000 1shy
2) Material 1) Steel 105 3700000 38850
2) Binding Wire 4 KgMT 48 19200
3) Initial Lead 105 926 Total
9723
3913923
Add Sundries Add Overheads
05
10
Total
19570 391392
IMTTotal Rate l5~~middot ershy4 6 1MT
12919Add Lead Charges For Steel 1 MT 12919
Total Rate
Add VAT 05 2 CC
n scu r
Prepared By
UD Kande
Pune Sub Ujjani Canal Sub-Division No33
Kuchi
Say Rs 1MT
Mhaisal Pump House Dn No2
Sangli
Qund Correct
Total Rate
-
RATE ANALYSIS 10
ITEM No 10 shyProviding selected hard murum filling including layng in layers of 15 em to 20 em watering and compacting etc complete
1) Basic Rate Rs 19000 Cum (PWD SOR 2008-09 PNO 173 I no 10 )
Add Royalty Charges For Murum 3534 3534 Total Rate 22534
Add VAT 05 113
Total Rate 22647
Say Rs 22645 Cum bulla EI
Prepared By
found Correct
UDKande Pune Sub Divisional Engineer
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
i
RATE ANALYSIS 17
ITEM No 17 -Prividing and laying cement concrete pipe ofLS NP2 900 rom in proper line level and slope including providing amp fixing collars in cement mortar 12 etc complete
1) Basic Rate Rs 203500 Rmt ( PWD SOR 2008-09 PNO 172 I no 6d )
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Supply Of Pipe 1 1 M 22583 22583 2) Sand 00021 00021 Cum 67748 142 3) Cement 00016 00016 MT 12919 021
Total Rs 22746
Add Royalty Charges For Sand 106 00021 022
Total Rs 226268
Add VAT 05 1131 Total Rs 227400
Say Rs I 227400 i
I Rmt
Sctlo1
-rnmd CorrectPrepared By
D Kande I Pune Sub Executive Engineer
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
Superintending Engineer
KKLIRRProject Circle Sangli
RATE ANALYSIS 19
ITEM No 19 -Prividing and laying cement concrete pipe of1S NP2 1200 mm in proper line level and slope including providing amp fixing collars in cement mortar 12 etc complete
1) Basic Rate Rs 325000 Rmt ( PWD SOR 2008-09 PNO 172 I no 6f )
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Supply Of Pipe 1 1 M 67749 67749 2) Sand 00044 00044 Cum 22583 099 3) Cement 00032 00032 MT 67748 217
Total Rs 68065
Add Royalty Charges For Sand 106 00044 047
Total Rs 393112
Add VAT 05 1966 Total Rs 395077
Prepared By s hecked
SayRs 395075 I Rmt
U D Kande
Pune Sub
Pound Correct
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
Superintending Engineer
KKLIRRProject Circle Sangli
Name of worrk constrr of SH Road Crossing Of Hiware Dy ch3630--m
gt1
BL
13700 )1 n COPING M-15 20 rso x iso
D size I eoo I I I III
646629 1
eaee soc130 SLOPE JOINING IP AT TBl
SR
644069
643769 644069
643769
STAUNCHWALL SECTIONOF HEAD WALL
SECTION AT A - A
o -e-
o GL 645971 o
o
U o w Z
0
rn( oB
300
GUARD STONE OF 750 X 200 X 150 ------- g r I I-- - _ __ _
I 0 I I I I I
I I I I ISL 64520 SPLAY 1 in 10
I I I I I I
I I I I I I I I
I I I I I 1111 I I I I
CANAL FLOW I 1 1 I I I I
I
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I _ I I
I I I bull o ----- ----
toaccommodate SR amp IPlevels I
0
Sub-PLAN
Ujani Canal Sub-Dv No 33 bullbullbullbull EI KUeHl
TRIAL PIT DATA oarGL
osaon
t oz
152
0680
I 0
Z 0
0 W
11 z 0
w 0 gt
WZ
0 u
I
--
h
~ ~ I IbIIII
bb ob
b6)
b b
ob b
__ ---_
-ill
j I Ih b
middot U I
bbo -
shy
I
~
r
i
II Umiddot
IJ
ame of work Construction of VRB at Ch Hivare - Walekhindi Dy Km NO4
SUB-ESTIMATE -2 (DIVERSION) ABSTRACT
Description Rate I UnitQuantity I Unit Amount
4500ICum
25920ICum
Item No1shyProvding earthwork for embankment Withl approved materials obtained from departmental land and other source including all lifts and leads laying in layers of 20 centimetre to 30 centimetre thickness breaking clods dressing to the required lines curves grades and sections compacting with power roller completeI(Rate Analysis No1) Item No2shySupplying 60 rnilimetre trap stone over metal at the side inclduing conveying stacking complete by blasting
I(Rate Analysis No2) Item No3shySupplying 40 milimetre trap stone metal dl~cum
broken at the side including conveying and stacking complete by blasting
I(Rate Analysis No3) Item No4-Supplying hard murum at the side including conveying and stacking complete I(Rate Analysis No4)
~
Item No5shySupplying soft murum at the rod side conveying and stacking complete
I(Rate Analysis No5) Item No6shySpreading130 milimetre metal including sectioning complete (DSR Rate 2008-09 Add Vat 050
1800t
Total Rs Say Rs 1810
Item No7shySpreading milimetre rnetal including sectioning complete (DSR Rate 2008-09 51148) 18 Add Vat 050 009
Total Rs 1809 Say Rs 1810
I I Description Rate I Unit AmountQuantity I Unit
Item No8shySpreading hard murum on the19500ICum formation over the road formation for side width and oversize metal includign sectioning etc compelte (DSR Rate 2008-09 Add Vat 050 006
Total Rs 1106 Say Rs 1105
Item No9shy1620ICum Spreading blindage of soft murum over
the water bound macadam surface etc complete (DSR Rate 2008-09 50149) 11Add Vat 050 006
Total Rs Say Rs
Item No10-48600ISqm Compacting the sub grade 1 gravel 1
over size metal ( 200 milimetre loose) tgt layer with power roller including
necessary labour material and artifical waterino complete (DSR Rate 2008-09 75 Add Vat 050
Total Rs 754 Say Rs
Item No11-45000ISqm Compacting the sub grade 1 gravel 1
over size metal ( 100 milimetre loose) - layer with power roller including necessary labour material and artifical waterinq complete (DSR Rate 2008-09 Add Vat 050 003
Total Rs 653t Say Rs 655
Item No12-45000ISqm Compacting the hard murum size width
layer on each side with power roller
including arthficial watering complete
(DSR Rate 2008-09 60149) 24I
Add Vat 050 001 Total Rs
Say Rs Total Rs
215500
I
~ U Ujani Canal Sub-Dv No 33
Narne of work Construction of VRB at Ch of Hivare - Walekhindi Dy Km No4
SUB-ESTIMATE -2 (DIVERSION)
MEASUREMNT No Length Breadth Height Quantity
Item No1-Provding earthwork for embankment with approved materials obtained from departmental land and other source including all lifts and leads laying in layers of 20 centimetre to 30 centimetre thickness breaking clods dressing to the required lines curves grades and sections compacting with power roller complete
DIVERSION 1 x 810 + 1150 x 075 = 88200 Cum 2
Item No2shySupplying 60 milimetre trap stone over size metal at the rod side inclduing conveying and stacking complete by blasting
DIVERSION 1 x 120 x 405 x 020 = 9720 Cum
Item No3shySupplying 40 milimetre trap stone metal hand broken at the rod side including conveying and stacking complete by blasting
DIVERSION 1 x 120 x 375 x 010 = 4500 Cum
Item No4shySupplying hard mururn at the rod side including conveying and stacking complete
SIDE WITH 1875 + 2175 2 =2025 2 x 120 x 2025 x 020 = 9720 SIDE WITH 1875 + 2175 2 =2025 2 x 120 x 2025 x 020 = 9720
13 Qty(9720 + 9720) = 6480
25920 Cum
Item No5shySupplying soft murum at the rod side including conveying and stacking complete
14 Qty of 6480 1620
1620 Cum
Item No6shySpreading 60 milimetre metal including sectioning complete
Qty as per Item NO3 1 x 195 = 195 Cum ( 9750 + 9750)
Item No7shySpreading 6040 milimetre metal including sectioning complete
Qty at per Item No4 9720 + 9720 x 1 = 6480 Cum 3
Item No8shySpreading hard rnurum on the rod formation over the road formation for side width and oversize metal includign sectioning etc compelte
Qty as per Item NO4 1 x 195 = 195 Cum ( 9750 + 9750)
Item No9shySpreading blindage of soft murum over the water bound macadam surface etc complete
Qty as per Item No5 1 x 1620 = 1620 Cum
Item No10shyCompacting the sub grade gravelover size metal ( 200 milimetre loose) layer with power roller inclUding necessary labour material and artifical watering complete
DIVERSION 1 x 120 x 405 = 48600 Sqm
Item No11shyCompacting the sub grade gravelover size metal ( 100 milimetre loose) layer with power roller including necessary labour material and artifical watering complete
APPROACH 1 x 120 x 375 = 45000Sqm
Item No12shyCompacting the hard murum size width layer on each side with power roller including arthficial watering complete
2 x 120 x 1875 = 45000Sqm
Name of work Construction of VRB at Ch Hivare - Walekhindi Dy Km No4
3
RATE ANALYSIS No1
Item No1-
Provding earthwork for embankment with approved materials obtained from
departmental land and other source including all lifts and leads laying in layers of 20
centimetre to 30 centimetre thickness breaking clods dressing to the required lines
curves grades and sections compacting with power roller complete
1) Completed item rate as per DSR 2008-09 Item No 29 -Page No
2) Add VAT 045 Cum
Total Rate
Say Rate Cum
Vjani Canal Sub-Dv No 33 KUCHI
Technically Checkell
found Pum
No2
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No2
Item No2shy
Supplying 60 milimetre trap stone over size metal at the rod side inclduing conveying and stacking complete by blasting
1) Completed item rate as per DSR 2008-09 16500 Cum Item No 41 Page
2) Additional lead charges for 60 mm metal for 24 Km For 25 For 20 Diff For 5 Km for 1 Km -For 24 Km -
bullbull -Deduct initial lead 12- - 12964
Net Lead =
20322 = 20322 x 1 =
Total _
2) Add VAT 050
Total Rate
Say Rate
Technically CanalSub-Dv No 33 ampfoundcorrecl KUCHl _
SPKulkarnI Pump House SecLEngr(II)
No2
Name of work Construction of VRB at Ch Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No3
Item No3shy
Supplying 40 milimetre trap stone metal hand broken at the rod side including conveying and stacking complete by blasting
1) Completed item rate as per DSR 2008-09 17500 I Cum Item No 43 Page No 147
2) Additional lead charges for 60 mm metal for 24 Km For 25 For 20 Diff For 5 Km for 1 Km
For 24 _ - Deduct initial lead 1291gt4 V
Net Lead =
- x = 1
Total Cum
2) Add VAT 050 Cum
f
Total Rate Cum
Say Rate Cum
UjaniCanalSub-Dv No 33 KUeHl
TechnIcally Checked amp correct
SPKulkarni SectEngr(H) Pump House
No2 Sangli
Narne of work Construction of VRB at Ch of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No4
Item No4shy
Supplying hard rnurum at the rod side including conveying and stacking complete
raquo 1) Completed item rate as per DSR 2008-09 7300 Cum
Item No No
--omiddot---middotmiddotmiddotmiddotmiddot--middotmiddot-middotmiddotmiddot-middot----- 2) Additional lead charges for Murum for
x 1 bull _ Cum bullbullbullbull bull bullbull - bull
Total Cum
2) Add VAT 050 Cum
Total Rate I Cum
Say Rate
UjaniCanal Dv No KUeHl
TechnIcally Checked found correct
SectEng r(II) Pump House
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No5
Item No5shy
Supplying soft murum at the rod side including conveying and stacking complete
1) Completed item per DSR 2008-09 7000 Cum Item No 46 Page No
=
Total I Cumr 2) Add VAT 050 - Cum
Total Rate I Cum
SayRate
Ujani CanalSub-De No 33 KUeHl
Executive Engineer MhaisalSctEngr(II)
n
2)
bull __
Additional lead charges for Murum for 2 Km
Tecllnlcllly Checked
bullKulkarni
__
-
1h -
Itz b bull bull
bull
___ _
-J
I J
I _T _
RATE ANALYSIS 10
ITEM No 10 shyProviding selected hard murum filling including layng in layers of 15 em to 20 em watering and compacting etc complete
1) Basic Rate Rs 19000 Cum (PWD SOR 2008-09 PNO 173 I no 10 )
Add Royalty Charges For Murum 3534 3534 Total Rate 22534
Add VAT 05 113
Total Rate 22647
Say Rs 22645 Cum bulla EI
Prepared By
found Correct
UDKande Pune Sub Divisional Engineer
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
i
RATE ANALYSIS 17
ITEM No 17 -Prividing and laying cement concrete pipe ofLS NP2 900 rom in proper line level and slope including providing amp fixing collars in cement mortar 12 etc complete
1) Basic Rate Rs 203500 Rmt ( PWD SOR 2008-09 PNO 172 I no 6d )
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Supply Of Pipe 1 1 M 22583 22583 2) Sand 00021 00021 Cum 67748 142 3) Cement 00016 00016 MT 12919 021
Total Rs 22746
Add Royalty Charges For Sand 106 00021 022
Total Rs 226268
Add VAT 05 1131 Total Rs 227400
Say Rs I 227400 i
I Rmt
Sctlo1
-rnmd CorrectPrepared By
D Kande I Pune Sub Executive Engineer
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
Superintending Engineer
KKLIRRProject Circle Sangli
RATE ANALYSIS 19
ITEM No 19 -Prividing and laying cement concrete pipe of1S NP2 1200 mm in proper line level and slope including providing amp fixing collars in cement mortar 12 etc complete
1) Basic Rate Rs 325000 Rmt ( PWD SOR 2008-09 PNO 172 I no 6f )
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Supply Of Pipe 1 1 M 67749 67749 2) Sand 00044 00044 Cum 22583 099 3) Cement 00032 00032 MT 67748 217
Total Rs 68065
Add Royalty Charges For Sand 106 00044 047
Total Rs 393112
Add VAT 05 1966 Total Rs 395077
Prepared By s hecked
SayRs 395075 I Rmt
U D Kande
Pune Sub
Pound Correct
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
Superintending Engineer
KKLIRRProject Circle Sangli
Name of worrk constrr of SH Road Crossing Of Hiware Dy ch3630--m
gt1
BL
13700 )1 n COPING M-15 20 rso x iso
D size I eoo I I I III
646629 1
eaee soc130 SLOPE JOINING IP AT TBl
SR
644069
643769 644069
643769
STAUNCHWALL SECTIONOF HEAD WALL
SECTION AT A - A
o -e-
o GL 645971 o
o
U o w Z
0
rn( oB
300
GUARD STONE OF 750 X 200 X 150 ------- g r I I-- - _ __ _
I 0 I I I I I
I I I I ISL 64520 SPLAY 1 in 10
I I I I I I
I I I I I I I I
I I I I I 1111 I I I I
CANAL FLOW I 1 1 I I I I
I
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I _ I I
I I I bull o ----- ----
toaccommodate SR amp IPlevels I
0
Sub-PLAN
Ujani Canal Sub-Dv No 33 bullbullbullbull EI KUeHl
TRIAL PIT DATA oarGL
osaon
t oz
152
0680
I 0
Z 0
0 W
11 z 0
w 0 gt
WZ
0 u
I
--
h
~ ~ I IbIIII
bb ob
b6)
b b
ob b
__ ---_
-ill
j I Ih b
middot U I
bbo -
shy
I
~
r
i
II Umiddot
IJ
ame of work Construction of VRB at Ch Hivare - Walekhindi Dy Km NO4
SUB-ESTIMATE -2 (DIVERSION) ABSTRACT
Description Rate I UnitQuantity I Unit Amount
4500ICum
25920ICum
Item No1shyProvding earthwork for embankment Withl approved materials obtained from departmental land and other source including all lifts and leads laying in layers of 20 centimetre to 30 centimetre thickness breaking clods dressing to the required lines curves grades and sections compacting with power roller completeI(Rate Analysis No1) Item No2shySupplying 60 rnilimetre trap stone over metal at the side inclduing conveying stacking complete by blasting
I(Rate Analysis No2) Item No3shySupplying 40 milimetre trap stone metal dl~cum
broken at the side including conveying and stacking complete by blasting
I(Rate Analysis No3) Item No4-Supplying hard murum at the side including conveying and stacking complete I(Rate Analysis No4)
~
Item No5shySupplying soft murum at the rod side conveying and stacking complete
I(Rate Analysis No5) Item No6shySpreading130 milimetre metal including sectioning complete (DSR Rate 2008-09 Add Vat 050
1800t
Total Rs Say Rs 1810
Item No7shySpreading milimetre rnetal including sectioning complete (DSR Rate 2008-09 51148) 18 Add Vat 050 009
Total Rs 1809 Say Rs 1810
I I Description Rate I Unit AmountQuantity I Unit
Item No8shySpreading hard murum on the19500ICum formation over the road formation for side width and oversize metal includign sectioning etc compelte (DSR Rate 2008-09 Add Vat 050 006
Total Rs 1106 Say Rs 1105
Item No9shy1620ICum Spreading blindage of soft murum over
the water bound macadam surface etc complete (DSR Rate 2008-09 50149) 11Add Vat 050 006
Total Rs Say Rs
Item No10-48600ISqm Compacting the sub grade 1 gravel 1
over size metal ( 200 milimetre loose) tgt layer with power roller including
necessary labour material and artifical waterino complete (DSR Rate 2008-09 75 Add Vat 050
Total Rs 754 Say Rs
Item No11-45000ISqm Compacting the sub grade 1 gravel 1
over size metal ( 100 milimetre loose) - layer with power roller including necessary labour material and artifical waterinq complete (DSR Rate 2008-09 Add Vat 050 003
Total Rs 653t Say Rs 655
Item No12-45000ISqm Compacting the hard murum size width
layer on each side with power roller
including arthficial watering complete
(DSR Rate 2008-09 60149) 24I
Add Vat 050 001 Total Rs
Say Rs Total Rs
215500
I
~ U Ujani Canal Sub-Dv No 33
Narne of work Construction of VRB at Ch of Hivare - Walekhindi Dy Km No4
SUB-ESTIMATE -2 (DIVERSION)
MEASUREMNT No Length Breadth Height Quantity
Item No1-Provding earthwork for embankment with approved materials obtained from departmental land and other source including all lifts and leads laying in layers of 20 centimetre to 30 centimetre thickness breaking clods dressing to the required lines curves grades and sections compacting with power roller complete
DIVERSION 1 x 810 + 1150 x 075 = 88200 Cum 2
Item No2shySupplying 60 milimetre trap stone over size metal at the rod side inclduing conveying and stacking complete by blasting
DIVERSION 1 x 120 x 405 x 020 = 9720 Cum
Item No3shySupplying 40 milimetre trap stone metal hand broken at the rod side including conveying and stacking complete by blasting
DIVERSION 1 x 120 x 375 x 010 = 4500 Cum
Item No4shySupplying hard mururn at the rod side including conveying and stacking complete
SIDE WITH 1875 + 2175 2 =2025 2 x 120 x 2025 x 020 = 9720 SIDE WITH 1875 + 2175 2 =2025 2 x 120 x 2025 x 020 = 9720
13 Qty(9720 + 9720) = 6480
25920 Cum
Item No5shySupplying soft murum at the rod side including conveying and stacking complete
14 Qty of 6480 1620
1620 Cum
Item No6shySpreading 60 milimetre metal including sectioning complete
Qty as per Item NO3 1 x 195 = 195 Cum ( 9750 + 9750)
Item No7shySpreading 6040 milimetre metal including sectioning complete
Qty at per Item No4 9720 + 9720 x 1 = 6480 Cum 3
Item No8shySpreading hard rnurum on the rod formation over the road formation for side width and oversize metal includign sectioning etc compelte
Qty as per Item NO4 1 x 195 = 195 Cum ( 9750 + 9750)
Item No9shySpreading blindage of soft murum over the water bound macadam surface etc complete
Qty as per Item No5 1 x 1620 = 1620 Cum
Item No10shyCompacting the sub grade gravelover size metal ( 200 milimetre loose) layer with power roller inclUding necessary labour material and artifical watering complete
DIVERSION 1 x 120 x 405 = 48600 Sqm
Item No11shyCompacting the sub grade gravelover size metal ( 100 milimetre loose) layer with power roller including necessary labour material and artifical watering complete
APPROACH 1 x 120 x 375 = 45000Sqm
Item No12shyCompacting the hard murum size width layer on each side with power roller including arthficial watering complete
2 x 120 x 1875 = 45000Sqm
Name of work Construction of VRB at Ch Hivare - Walekhindi Dy Km No4
3
RATE ANALYSIS No1
Item No1-
Provding earthwork for embankment with approved materials obtained from
departmental land and other source including all lifts and leads laying in layers of 20
centimetre to 30 centimetre thickness breaking clods dressing to the required lines
curves grades and sections compacting with power roller complete
1) Completed item rate as per DSR 2008-09 Item No 29 -Page No
2) Add VAT 045 Cum
Total Rate
Say Rate Cum
Vjani Canal Sub-Dv No 33 KUCHI
Technically Checkell
found Pum
No2
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No2
Item No2shy
Supplying 60 milimetre trap stone over size metal at the rod side inclduing conveying and stacking complete by blasting
1) Completed item rate as per DSR 2008-09 16500 Cum Item No 41 Page
2) Additional lead charges for 60 mm metal for 24 Km For 25 For 20 Diff For 5 Km for 1 Km -For 24 Km -
bullbull -Deduct initial lead 12- - 12964
Net Lead =
20322 = 20322 x 1 =
Total _
2) Add VAT 050
Total Rate
Say Rate
Technically CanalSub-Dv No 33 ampfoundcorrecl KUCHl _
SPKulkarnI Pump House SecLEngr(II)
No2
Name of work Construction of VRB at Ch Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No3
Item No3shy
Supplying 40 milimetre trap stone metal hand broken at the rod side including conveying and stacking complete by blasting
1) Completed item rate as per DSR 2008-09 17500 I Cum Item No 43 Page No 147
2) Additional lead charges for 60 mm metal for 24 Km For 25 For 20 Diff For 5 Km for 1 Km
For 24 _ - Deduct initial lead 1291gt4 V
Net Lead =
- x = 1
Total Cum
2) Add VAT 050 Cum
f
Total Rate Cum
Say Rate Cum
UjaniCanalSub-Dv No 33 KUeHl
TechnIcally Checked amp correct
SPKulkarni SectEngr(H) Pump House
No2 Sangli
Narne of work Construction of VRB at Ch of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No4
Item No4shy
Supplying hard rnurum at the rod side including conveying and stacking complete
raquo 1) Completed item rate as per DSR 2008-09 7300 Cum
Item No No
--omiddot---middotmiddotmiddotmiddotmiddot--middotmiddot-middotmiddotmiddot-middot----- 2) Additional lead charges for Murum for
x 1 bull _ Cum bullbullbullbull bull bullbull - bull
Total Cum
2) Add VAT 050 Cum
Total Rate I Cum
Say Rate
UjaniCanal Dv No KUeHl
TechnIcally Checked found correct
SectEng r(II) Pump House
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No5
Item No5shy
Supplying soft murum at the rod side including conveying and stacking complete
1) Completed item per DSR 2008-09 7000 Cum Item No 46 Page No
=
Total I Cumr 2) Add VAT 050 - Cum
Total Rate I Cum
SayRate
Ujani CanalSub-De No 33 KUeHl
Executive Engineer MhaisalSctEngr(II)
n
2)
bull __
Additional lead charges for Murum for 2 Km
Tecllnlcllly Checked
bullKulkarni
__
-
1h -
Itz b bull bull
bull
___ _
-J
I J
I _T _
i
RATE ANALYSIS 17
ITEM No 17 -Prividing and laying cement concrete pipe ofLS NP2 900 rom in proper line level and slope including providing amp fixing collars in cement mortar 12 etc complete
1) Basic Rate Rs 203500 Rmt ( PWD SOR 2008-09 PNO 172 I no 6d )
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Supply Of Pipe 1 1 M 22583 22583 2) Sand 00021 00021 Cum 67748 142 3) Cement 00016 00016 MT 12919 021
Total Rs 22746
Add Royalty Charges For Sand 106 00021 022
Total Rs 226268
Add VAT 05 1131 Total Rs 227400
Say Rs I 227400 i
I Rmt
Sctlo1
-rnmd CorrectPrepared By
D Kande I Pune Sub Executive Engineer
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
Superintending Engineer
KKLIRRProject Circle Sangli
RATE ANALYSIS 19
ITEM No 19 -Prividing and laying cement concrete pipe of1S NP2 1200 mm in proper line level and slope including providing amp fixing collars in cement mortar 12 etc complete
1) Basic Rate Rs 325000 Rmt ( PWD SOR 2008-09 PNO 172 I no 6f )
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Supply Of Pipe 1 1 M 67749 67749 2) Sand 00044 00044 Cum 22583 099 3) Cement 00032 00032 MT 67748 217
Total Rs 68065
Add Royalty Charges For Sand 106 00044 047
Total Rs 393112
Add VAT 05 1966 Total Rs 395077
Prepared By s hecked
SayRs 395075 I Rmt
U D Kande
Pune Sub
Pound Correct
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
Superintending Engineer
KKLIRRProject Circle Sangli
Name of worrk constrr of SH Road Crossing Of Hiware Dy ch3630--m
gt1
BL
13700 )1 n COPING M-15 20 rso x iso
D size I eoo I I I III
646629 1
eaee soc130 SLOPE JOINING IP AT TBl
SR
644069
643769 644069
643769
STAUNCHWALL SECTIONOF HEAD WALL
SECTION AT A - A
o -e-
o GL 645971 o
o
U o w Z
0
rn( oB
300
GUARD STONE OF 750 X 200 X 150 ------- g r I I-- - _ __ _
I 0 I I I I I
I I I I ISL 64520 SPLAY 1 in 10
I I I I I I
I I I I I I I I
I I I I I 1111 I I I I
CANAL FLOW I 1 1 I I I I
I
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I _ I I
I I I bull o ----- ----
toaccommodate SR amp IPlevels I
0
Sub-PLAN
Ujani Canal Sub-Dv No 33 bullbullbullbull EI KUeHl
TRIAL PIT DATA oarGL
osaon
t oz
152
0680
I 0
Z 0
0 W
11 z 0
w 0 gt
WZ
0 u
I
--
h
~ ~ I IbIIII
bb ob
b6)
b b
ob b
__ ---_
-ill
j I Ih b
middot U I
bbo -
shy
I
~
r
i
II Umiddot
IJ
ame of work Construction of VRB at Ch Hivare - Walekhindi Dy Km NO4
SUB-ESTIMATE -2 (DIVERSION) ABSTRACT
Description Rate I UnitQuantity I Unit Amount
4500ICum
25920ICum
Item No1shyProvding earthwork for embankment Withl approved materials obtained from departmental land and other source including all lifts and leads laying in layers of 20 centimetre to 30 centimetre thickness breaking clods dressing to the required lines curves grades and sections compacting with power roller completeI(Rate Analysis No1) Item No2shySupplying 60 rnilimetre trap stone over metal at the side inclduing conveying stacking complete by blasting
I(Rate Analysis No2) Item No3shySupplying 40 milimetre trap stone metal dl~cum
broken at the side including conveying and stacking complete by blasting
I(Rate Analysis No3) Item No4-Supplying hard murum at the side including conveying and stacking complete I(Rate Analysis No4)
~
Item No5shySupplying soft murum at the rod side conveying and stacking complete
I(Rate Analysis No5) Item No6shySpreading130 milimetre metal including sectioning complete (DSR Rate 2008-09 Add Vat 050
1800t
Total Rs Say Rs 1810
Item No7shySpreading milimetre rnetal including sectioning complete (DSR Rate 2008-09 51148) 18 Add Vat 050 009
Total Rs 1809 Say Rs 1810
I I Description Rate I Unit AmountQuantity I Unit
Item No8shySpreading hard murum on the19500ICum formation over the road formation for side width and oversize metal includign sectioning etc compelte (DSR Rate 2008-09 Add Vat 050 006
Total Rs 1106 Say Rs 1105
Item No9shy1620ICum Spreading blindage of soft murum over
the water bound macadam surface etc complete (DSR Rate 2008-09 50149) 11Add Vat 050 006
Total Rs Say Rs
Item No10-48600ISqm Compacting the sub grade 1 gravel 1
over size metal ( 200 milimetre loose) tgt layer with power roller including
necessary labour material and artifical waterino complete (DSR Rate 2008-09 75 Add Vat 050
Total Rs 754 Say Rs
Item No11-45000ISqm Compacting the sub grade 1 gravel 1
over size metal ( 100 milimetre loose) - layer with power roller including necessary labour material and artifical waterinq complete (DSR Rate 2008-09 Add Vat 050 003
Total Rs 653t Say Rs 655
Item No12-45000ISqm Compacting the hard murum size width
layer on each side with power roller
including arthficial watering complete
(DSR Rate 2008-09 60149) 24I
Add Vat 050 001 Total Rs
Say Rs Total Rs
215500
I
~ U Ujani Canal Sub-Dv No 33
Narne of work Construction of VRB at Ch of Hivare - Walekhindi Dy Km No4
SUB-ESTIMATE -2 (DIVERSION)
MEASUREMNT No Length Breadth Height Quantity
Item No1-Provding earthwork for embankment with approved materials obtained from departmental land and other source including all lifts and leads laying in layers of 20 centimetre to 30 centimetre thickness breaking clods dressing to the required lines curves grades and sections compacting with power roller complete
DIVERSION 1 x 810 + 1150 x 075 = 88200 Cum 2
Item No2shySupplying 60 milimetre trap stone over size metal at the rod side inclduing conveying and stacking complete by blasting
DIVERSION 1 x 120 x 405 x 020 = 9720 Cum
Item No3shySupplying 40 milimetre trap stone metal hand broken at the rod side including conveying and stacking complete by blasting
DIVERSION 1 x 120 x 375 x 010 = 4500 Cum
Item No4shySupplying hard mururn at the rod side including conveying and stacking complete
SIDE WITH 1875 + 2175 2 =2025 2 x 120 x 2025 x 020 = 9720 SIDE WITH 1875 + 2175 2 =2025 2 x 120 x 2025 x 020 = 9720
13 Qty(9720 + 9720) = 6480
25920 Cum
Item No5shySupplying soft murum at the rod side including conveying and stacking complete
14 Qty of 6480 1620
1620 Cum
Item No6shySpreading 60 milimetre metal including sectioning complete
Qty as per Item NO3 1 x 195 = 195 Cum ( 9750 + 9750)
Item No7shySpreading 6040 milimetre metal including sectioning complete
Qty at per Item No4 9720 + 9720 x 1 = 6480 Cum 3
Item No8shySpreading hard rnurum on the rod formation over the road formation for side width and oversize metal includign sectioning etc compelte
Qty as per Item NO4 1 x 195 = 195 Cum ( 9750 + 9750)
Item No9shySpreading blindage of soft murum over the water bound macadam surface etc complete
Qty as per Item No5 1 x 1620 = 1620 Cum
Item No10shyCompacting the sub grade gravelover size metal ( 200 milimetre loose) layer with power roller inclUding necessary labour material and artifical watering complete
DIVERSION 1 x 120 x 405 = 48600 Sqm
Item No11shyCompacting the sub grade gravelover size metal ( 100 milimetre loose) layer with power roller including necessary labour material and artifical watering complete
APPROACH 1 x 120 x 375 = 45000Sqm
Item No12shyCompacting the hard murum size width layer on each side with power roller including arthficial watering complete
2 x 120 x 1875 = 45000Sqm
Name of work Construction of VRB at Ch Hivare - Walekhindi Dy Km No4
3
RATE ANALYSIS No1
Item No1-
Provding earthwork for embankment with approved materials obtained from
departmental land and other source including all lifts and leads laying in layers of 20
centimetre to 30 centimetre thickness breaking clods dressing to the required lines
curves grades and sections compacting with power roller complete
1) Completed item rate as per DSR 2008-09 Item No 29 -Page No
2) Add VAT 045 Cum
Total Rate
Say Rate Cum
Vjani Canal Sub-Dv No 33 KUCHI
Technically Checkell
found Pum
No2
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No2
Item No2shy
Supplying 60 milimetre trap stone over size metal at the rod side inclduing conveying and stacking complete by blasting
1) Completed item rate as per DSR 2008-09 16500 Cum Item No 41 Page
2) Additional lead charges for 60 mm metal for 24 Km For 25 For 20 Diff For 5 Km for 1 Km -For 24 Km -
bullbull -Deduct initial lead 12- - 12964
Net Lead =
20322 = 20322 x 1 =
Total _
2) Add VAT 050
Total Rate
Say Rate
Technically CanalSub-Dv No 33 ampfoundcorrecl KUCHl _
SPKulkarnI Pump House SecLEngr(II)
No2
Name of work Construction of VRB at Ch Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No3
Item No3shy
Supplying 40 milimetre trap stone metal hand broken at the rod side including conveying and stacking complete by blasting
1) Completed item rate as per DSR 2008-09 17500 I Cum Item No 43 Page No 147
2) Additional lead charges for 60 mm metal for 24 Km For 25 For 20 Diff For 5 Km for 1 Km
For 24 _ - Deduct initial lead 1291gt4 V
Net Lead =
- x = 1
Total Cum
2) Add VAT 050 Cum
f
Total Rate Cum
Say Rate Cum
UjaniCanalSub-Dv No 33 KUeHl
TechnIcally Checked amp correct
SPKulkarni SectEngr(H) Pump House
No2 Sangli
Narne of work Construction of VRB at Ch of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No4
Item No4shy
Supplying hard rnurum at the rod side including conveying and stacking complete
raquo 1) Completed item rate as per DSR 2008-09 7300 Cum
Item No No
--omiddot---middotmiddotmiddotmiddotmiddot--middotmiddot-middotmiddotmiddot-middot----- 2) Additional lead charges for Murum for
x 1 bull _ Cum bullbullbullbull bull bullbull - bull
Total Cum
2) Add VAT 050 Cum
Total Rate I Cum
Say Rate
UjaniCanal Dv No KUeHl
TechnIcally Checked found correct
SectEng r(II) Pump House
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No5
Item No5shy
Supplying soft murum at the rod side including conveying and stacking complete
1) Completed item per DSR 2008-09 7000 Cum Item No 46 Page No
=
Total I Cumr 2) Add VAT 050 - Cum
Total Rate I Cum
SayRate
Ujani CanalSub-De No 33 KUeHl
Executive Engineer MhaisalSctEngr(II)
n
2)
bull __
Additional lead charges for Murum for 2 Km
Tecllnlcllly Checked
bullKulkarni
__
-
1h -
Itz b bull bull
bull
___ _
-J
I J
I _T _
RATE ANALYSIS 19
ITEM No 19 -Prividing and laying cement concrete pipe of1S NP2 1200 mm in proper line level and slope including providing amp fixing collars in cement mortar 12 etc complete
1) Basic Rate Rs 325000 Rmt ( PWD SOR 2008-09 PNO 172 I no 6f )
Add lead charges
Material Qty Qty for item Unit Charges Amount 1) Supply Of Pipe 1 1 M 67749 67749 2) Sand 00044 00044 Cum 22583 099 3) Cement 00032 00032 MT 67748 217
Total Rs 68065
Add Royalty Charges For Sand 106 00044 047
Total Rs 393112
Add VAT 05 1966 Total Rs 395077
Prepared By s hecked
SayRs 395075 I Rmt
U D Kande
Pune Sub
Pound Correct
Ujjani Canal Sub-Division No33 Mhaisal Pump House Dn No2 Kuchi Sangli
Superintending Engineer
KKLIRRProject Circle Sangli
Name of worrk constrr of SH Road Crossing Of Hiware Dy ch3630--m
gt1
BL
13700 )1 n COPING M-15 20 rso x iso
D size I eoo I I I III
646629 1
eaee soc130 SLOPE JOINING IP AT TBl
SR
644069
643769 644069
643769
STAUNCHWALL SECTIONOF HEAD WALL
SECTION AT A - A
o -e-
o GL 645971 o
o
U o w Z
0
rn( oB
300
GUARD STONE OF 750 X 200 X 150 ------- g r I I-- - _ __ _
I 0 I I I I I
I I I I ISL 64520 SPLAY 1 in 10
I I I I I I
I I I I I I I I
I I I I I 1111 I I I I
CANAL FLOW I 1 1 I I I I
I
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I _ I I
I I I bull o ----- ----
toaccommodate SR amp IPlevels I
0
Sub-PLAN
Ujani Canal Sub-Dv No 33 bullbullbullbull EI KUeHl
TRIAL PIT DATA oarGL
osaon
t oz
152
0680
I 0
Z 0
0 W
11 z 0
w 0 gt
WZ
0 u
I
--
h
~ ~ I IbIIII
bb ob
b6)
b b
ob b
__ ---_
-ill
j I Ih b
middot U I
bbo -
shy
I
~
r
i
II Umiddot
IJ
ame of work Construction of VRB at Ch Hivare - Walekhindi Dy Km NO4
SUB-ESTIMATE -2 (DIVERSION) ABSTRACT
Description Rate I UnitQuantity I Unit Amount
4500ICum
25920ICum
Item No1shyProvding earthwork for embankment Withl approved materials obtained from departmental land and other source including all lifts and leads laying in layers of 20 centimetre to 30 centimetre thickness breaking clods dressing to the required lines curves grades and sections compacting with power roller completeI(Rate Analysis No1) Item No2shySupplying 60 rnilimetre trap stone over metal at the side inclduing conveying stacking complete by blasting
I(Rate Analysis No2) Item No3shySupplying 40 milimetre trap stone metal dl~cum
broken at the side including conveying and stacking complete by blasting
I(Rate Analysis No3) Item No4-Supplying hard murum at the side including conveying and stacking complete I(Rate Analysis No4)
~
Item No5shySupplying soft murum at the rod side conveying and stacking complete
I(Rate Analysis No5) Item No6shySpreading130 milimetre metal including sectioning complete (DSR Rate 2008-09 Add Vat 050
1800t
Total Rs Say Rs 1810
Item No7shySpreading milimetre rnetal including sectioning complete (DSR Rate 2008-09 51148) 18 Add Vat 050 009
Total Rs 1809 Say Rs 1810
I I Description Rate I Unit AmountQuantity I Unit
Item No8shySpreading hard murum on the19500ICum formation over the road formation for side width and oversize metal includign sectioning etc compelte (DSR Rate 2008-09 Add Vat 050 006
Total Rs 1106 Say Rs 1105
Item No9shy1620ICum Spreading blindage of soft murum over
the water bound macadam surface etc complete (DSR Rate 2008-09 50149) 11Add Vat 050 006
Total Rs Say Rs
Item No10-48600ISqm Compacting the sub grade 1 gravel 1
over size metal ( 200 milimetre loose) tgt layer with power roller including
necessary labour material and artifical waterino complete (DSR Rate 2008-09 75 Add Vat 050
Total Rs 754 Say Rs
Item No11-45000ISqm Compacting the sub grade 1 gravel 1
over size metal ( 100 milimetre loose) - layer with power roller including necessary labour material and artifical waterinq complete (DSR Rate 2008-09 Add Vat 050 003
Total Rs 653t Say Rs 655
Item No12-45000ISqm Compacting the hard murum size width
layer on each side with power roller
including arthficial watering complete
(DSR Rate 2008-09 60149) 24I
Add Vat 050 001 Total Rs
Say Rs Total Rs
215500
I
~ U Ujani Canal Sub-Dv No 33
Narne of work Construction of VRB at Ch of Hivare - Walekhindi Dy Km No4
SUB-ESTIMATE -2 (DIVERSION)
MEASUREMNT No Length Breadth Height Quantity
Item No1-Provding earthwork for embankment with approved materials obtained from departmental land and other source including all lifts and leads laying in layers of 20 centimetre to 30 centimetre thickness breaking clods dressing to the required lines curves grades and sections compacting with power roller complete
DIVERSION 1 x 810 + 1150 x 075 = 88200 Cum 2
Item No2shySupplying 60 milimetre trap stone over size metal at the rod side inclduing conveying and stacking complete by blasting
DIVERSION 1 x 120 x 405 x 020 = 9720 Cum
Item No3shySupplying 40 milimetre trap stone metal hand broken at the rod side including conveying and stacking complete by blasting
DIVERSION 1 x 120 x 375 x 010 = 4500 Cum
Item No4shySupplying hard mururn at the rod side including conveying and stacking complete
SIDE WITH 1875 + 2175 2 =2025 2 x 120 x 2025 x 020 = 9720 SIDE WITH 1875 + 2175 2 =2025 2 x 120 x 2025 x 020 = 9720
13 Qty(9720 + 9720) = 6480
25920 Cum
Item No5shySupplying soft murum at the rod side including conveying and stacking complete
14 Qty of 6480 1620
1620 Cum
Item No6shySpreading 60 milimetre metal including sectioning complete
Qty as per Item NO3 1 x 195 = 195 Cum ( 9750 + 9750)
Item No7shySpreading 6040 milimetre metal including sectioning complete
Qty at per Item No4 9720 + 9720 x 1 = 6480 Cum 3
Item No8shySpreading hard rnurum on the rod formation over the road formation for side width and oversize metal includign sectioning etc compelte
Qty as per Item NO4 1 x 195 = 195 Cum ( 9750 + 9750)
Item No9shySpreading blindage of soft murum over the water bound macadam surface etc complete
Qty as per Item No5 1 x 1620 = 1620 Cum
Item No10shyCompacting the sub grade gravelover size metal ( 200 milimetre loose) layer with power roller inclUding necessary labour material and artifical watering complete
DIVERSION 1 x 120 x 405 = 48600 Sqm
Item No11shyCompacting the sub grade gravelover size metal ( 100 milimetre loose) layer with power roller including necessary labour material and artifical watering complete
APPROACH 1 x 120 x 375 = 45000Sqm
Item No12shyCompacting the hard murum size width layer on each side with power roller including arthficial watering complete
2 x 120 x 1875 = 45000Sqm
Name of work Construction of VRB at Ch Hivare - Walekhindi Dy Km No4
3
RATE ANALYSIS No1
Item No1-
Provding earthwork for embankment with approved materials obtained from
departmental land and other source including all lifts and leads laying in layers of 20
centimetre to 30 centimetre thickness breaking clods dressing to the required lines
curves grades and sections compacting with power roller complete
1) Completed item rate as per DSR 2008-09 Item No 29 -Page No
2) Add VAT 045 Cum
Total Rate
Say Rate Cum
Vjani Canal Sub-Dv No 33 KUCHI
Technically Checkell
found Pum
No2
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No2
Item No2shy
Supplying 60 milimetre trap stone over size metal at the rod side inclduing conveying and stacking complete by blasting
1) Completed item rate as per DSR 2008-09 16500 Cum Item No 41 Page
2) Additional lead charges for 60 mm metal for 24 Km For 25 For 20 Diff For 5 Km for 1 Km -For 24 Km -
bullbull -Deduct initial lead 12- - 12964
Net Lead =
20322 = 20322 x 1 =
Total _
2) Add VAT 050
Total Rate
Say Rate
Technically CanalSub-Dv No 33 ampfoundcorrecl KUCHl _
SPKulkarnI Pump House SecLEngr(II)
No2
Name of work Construction of VRB at Ch Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No3
Item No3shy
Supplying 40 milimetre trap stone metal hand broken at the rod side including conveying and stacking complete by blasting
1) Completed item rate as per DSR 2008-09 17500 I Cum Item No 43 Page No 147
2) Additional lead charges for 60 mm metal for 24 Km For 25 For 20 Diff For 5 Km for 1 Km
For 24 _ - Deduct initial lead 1291gt4 V
Net Lead =
- x = 1
Total Cum
2) Add VAT 050 Cum
f
Total Rate Cum
Say Rate Cum
UjaniCanalSub-Dv No 33 KUeHl
TechnIcally Checked amp correct
SPKulkarni SectEngr(H) Pump House
No2 Sangli
Narne of work Construction of VRB at Ch of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No4
Item No4shy
Supplying hard rnurum at the rod side including conveying and stacking complete
raquo 1) Completed item rate as per DSR 2008-09 7300 Cum
Item No No
--omiddot---middotmiddotmiddotmiddotmiddot--middotmiddot-middotmiddotmiddot-middot----- 2) Additional lead charges for Murum for
x 1 bull _ Cum bullbullbullbull bull bullbull - bull
Total Cum
2) Add VAT 050 Cum
Total Rate I Cum
Say Rate
UjaniCanal Dv No KUeHl
TechnIcally Checked found correct
SectEng r(II) Pump House
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No5
Item No5shy
Supplying soft murum at the rod side including conveying and stacking complete
1) Completed item per DSR 2008-09 7000 Cum Item No 46 Page No
=
Total I Cumr 2) Add VAT 050 - Cum
Total Rate I Cum
SayRate
Ujani CanalSub-De No 33 KUeHl
Executive Engineer MhaisalSctEngr(II)
n
2)
bull __
Additional lead charges for Murum for 2 Km
Tecllnlcllly Checked
bullKulkarni
__
-
1h -
Itz b bull bull
bull
___ _
-J
I J
I _T _
Name of worrk constrr of SH Road Crossing Of Hiware Dy ch3630--m
gt1
BL
13700 )1 n COPING M-15 20 rso x iso
D size I eoo I I I III
646629 1
eaee soc130 SLOPE JOINING IP AT TBl
SR
644069
643769 644069
643769
STAUNCHWALL SECTIONOF HEAD WALL
SECTION AT A - A
o -e-
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o
U o w Z
0
rn( oB
300
GUARD STONE OF 750 X 200 X 150 ------- g r I I-- - _ __ _
I 0 I I I I I
I I I I ISL 64520 SPLAY 1 in 10
I I I I I I
I I I I I I I I
I I I I I 1111 I I I I
CANAL FLOW I 1 1 I I I I
I
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I _ I I
I I I bull o ----- ----
toaccommodate SR amp IPlevels I
0
Sub-PLAN
Ujani Canal Sub-Dv No 33 bullbullbullbull EI KUeHl
TRIAL PIT DATA oarGL
osaon
t oz
152
0680
I 0
Z 0
0 W
11 z 0
w 0 gt
WZ
0 u
I
--
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~ ~ I IbIIII
bb ob
b6)
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shy
I
~
r
i
II Umiddot
IJ
ame of work Construction of VRB at Ch Hivare - Walekhindi Dy Km NO4
SUB-ESTIMATE -2 (DIVERSION) ABSTRACT
Description Rate I UnitQuantity I Unit Amount
4500ICum
25920ICum
Item No1shyProvding earthwork for embankment Withl approved materials obtained from departmental land and other source including all lifts and leads laying in layers of 20 centimetre to 30 centimetre thickness breaking clods dressing to the required lines curves grades and sections compacting with power roller completeI(Rate Analysis No1) Item No2shySupplying 60 rnilimetre trap stone over metal at the side inclduing conveying stacking complete by blasting
I(Rate Analysis No2) Item No3shySupplying 40 milimetre trap stone metal dl~cum
broken at the side including conveying and stacking complete by blasting
I(Rate Analysis No3) Item No4-Supplying hard murum at the side including conveying and stacking complete I(Rate Analysis No4)
~
Item No5shySupplying soft murum at the rod side conveying and stacking complete
I(Rate Analysis No5) Item No6shySpreading130 milimetre metal including sectioning complete (DSR Rate 2008-09 Add Vat 050
1800t
Total Rs Say Rs 1810
Item No7shySpreading milimetre rnetal including sectioning complete (DSR Rate 2008-09 51148) 18 Add Vat 050 009
Total Rs 1809 Say Rs 1810
I I Description Rate I Unit AmountQuantity I Unit
Item No8shySpreading hard murum on the19500ICum formation over the road formation for side width and oversize metal includign sectioning etc compelte (DSR Rate 2008-09 Add Vat 050 006
Total Rs 1106 Say Rs 1105
Item No9shy1620ICum Spreading blindage of soft murum over
the water bound macadam surface etc complete (DSR Rate 2008-09 50149) 11Add Vat 050 006
Total Rs Say Rs
Item No10-48600ISqm Compacting the sub grade 1 gravel 1
over size metal ( 200 milimetre loose) tgt layer with power roller including
necessary labour material and artifical waterino complete (DSR Rate 2008-09 75 Add Vat 050
Total Rs 754 Say Rs
Item No11-45000ISqm Compacting the sub grade 1 gravel 1
over size metal ( 100 milimetre loose) - layer with power roller including necessary labour material and artifical waterinq complete (DSR Rate 2008-09 Add Vat 050 003
Total Rs 653t Say Rs 655
Item No12-45000ISqm Compacting the hard murum size width
layer on each side with power roller
including arthficial watering complete
(DSR Rate 2008-09 60149) 24I
Add Vat 050 001 Total Rs
Say Rs Total Rs
215500
I
~ U Ujani Canal Sub-Dv No 33
Narne of work Construction of VRB at Ch of Hivare - Walekhindi Dy Km No4
SUB-ESTIMATE -2 (DIVERSION)
MEASUREMNT No Length Breadth Height Quantity
Item No1-Provding earthwork for embankment with approved materials obtained from departmental land and other source including all lifts and leads laying in layers of 20 centimetre to 30 centimetre thickness breaking clods dressing to the required lines curves grades and sections compacting with power roller complete
DIVERSION 1 x 810 + 1150 x 075 = 88200 Cum 2
Item No2shySupplying 60 milimetre trap stone over size metal at the rod side inclduing conveying and stacking complete by blasting
DIVERSION 1 x 120 x 405 x 020 = 9720 Cum
Item No3shySupplying 40 milimetre trap stone metal hand broken at the rod side including conveying and stacking complete by blasting
DIVERSION 1 x 120 x 375 x 010 = 4500 Cum
Item No4shySupplying hard mururn at the rod side including conveying and stacking complete
SIDE WITH 1875 + 2175 2 =2025 2 x 120 x 2025 x 020 = 9720 SIDE WITH 1875 + 2175 2 =2025 2 x 120 x 2025 x 020 = 9720
13 Qty(9720 + 9720) = 6480
25920 Cum
Item No5shySupplying soft murum at the rod side including conveying and stacking complete
14 Qty of 6480 1620
1620 Cum
Item No6shySpreading 60 milimetre metal including sectioning complete
Qty as per Item NO3 1 x 195 = 195 Cum ( 9750 + 9750)
Item No7shySpreading 6040 milimetre metal including sectioning complete
Qty at per Item No4 9720 + 9720 x 1 = 6480 Cum 3
Item No8shySpreading hard rnurum on the rod formation over the road formation for side width and oversize metal includign sectioning etc compelte
Qty as per Item NO4 1 x 195 = 195 Cum ( 9750 + 9750)
Item No9shySpreading blindage of soft murum over the water bound macadam surface etc complete
Qty as per Item No5 1 x 1620 = 1620 Cum
Item No10shyCompacting the sub grade gravelover size metal ( 200 milimetre loose) layer with power roller inclUding necessary labour material and artifical watering complete
DIVERSION 1 x 120 x 405 = 48600 Sqm
Item No11shyCompacting the sub grade gravelover size metal ( 100 milimetre loose) layer with power roller including necessary labour material and artifical watering complete
APPROACH 1 x 120 x 375 = 45000Sqm
Item No12shyCompacting the hard murum size width layer on each side with power roller including arthficial watering complete
2 x 120 x 1875 = 45000Sqm
Name of work Construction of VRB at Ch Hivare - Walekhindi Dy Km No4
3
RATE ANALYSIS No1
Item No1-
Provding earthwork for embankment with approved materials obtained from
departmental land and other source including all lifts and leads laying in layers of 20
centimetre to 30 centimetre thickness breaking clods dressing to the required lines
curves grades and sections compacting with power roller complete
1) Completed item rate as per DSR 2008-09 Item No 29 -Page No
2) Add VAT 045 Cum
Total Rate
Say Rate Cum
Vjani Canal Sub-Dv No 33 KUCHI
Technically Checkell
found Pum
No2
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No2
Item No2shy
Supplying 60 milimetre trap stone over size metal at the rod side inclduing conveying and stacking complete by blasting
1) Completed item rate as per DSR 2008-09 16500 Cum Item No 41 Page
2) Additional lead charges for 60 mm metal for 24 Km For 25 For 20 Diff For 5 Km for 1 Km -For 24 Km -
bullbull -Deduct initial lead 12- - 12964
Net Lead =
20322 = 20322 x 1 =
Total _
2) Add VAT 050
Total Rate
Say Rate
Technically CanalSub-Dv No 33 ampfoundcorrecl KUCHl _
SPKulkarnI Pump House SecLEngr(II)
No2
Name of work Construction of VRB at Ch Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No3
Item No3shy
Supplying 40 milimetre trap stone metal hand broken at the rod side including conveying and stacking complete by blasting
1) Completed item rate as per DSR 2008-09 17500 I Cum Item No 43 Page No 147
2) Additional lead charges for 60 mm metal for 24 Km For 25 For 20 Diff For 5 Km for 1 Km
For 24 _ - Deduct initial lead 1291gt4 V
Net Lead =
- x = 1
Total Cum
2) Add VAT 050 Cum
f
Total Rate Cum
Say Rate Cum
UjaniCanalSub-Dv No 33 KUeHl
TechnIcally Checked amp correct
SPKulkarni SectEngr(H) Pump House
No2 Sangli
Narne of work Construction of VRB at Ch of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No4
Item No4shy
Supplying hard rnurum at the rod side including conveying and stacking complete
raquo 1) Completed item rate as per DSR 2008-09 7300 Cum
Item No No
--omiddot---middotmiddotmiddotmiddotmiddot--middotmiddot-middotmiddotmiddot-middot----- 2) Additional lead charges for Murum for
x 1 bull _ Cum bullbullbullbull bull bullbull - bull
Total Cum
2) Add VAT 050 Cum
Total Rate I Cum
Say Rate
UjaniCanal Dv No KUeHl
TechnIcally Checked found correct
SectEng r(II) Pump House
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No5
Item No5shy
Supplying soft murum at the rod side including conveying and stacking complete
1) Completed item per DSR 2008-09 7000 Cum Item No 46 Page No
=
Total I Cumr 2) Add VAT 050 - Cum
Total Rate I Cum
SayRate
Ujani CanalSub-De No 33 KUeHl
Executive Engineer MhaisalSctEngr(II)
n
2)
bull __
Additional lead charges for Murum for 2 Km
Tecllnlcllly Checked
bullKulkarni
__
-
1h -
Itz b bull bull
bull
___ _
-J
I J
I _T _
--
h
~ ~ I IbIIII
bb ob
b6)
b b
ob b
__ ---_
-ill
j I Ih b
middot U I
bbo -
shy
I
~
r
i
II Umiddot
IJ
ame of work Construction of VRB at Ch Hivare - Walekhindi Dy Km NO4
SUB-ESTIMATE -2 (DIVERSION) ABSTRACT
Description Rate I UnitQuantity I Unit Amount
4500ICum
25920ICum
Item No1shyProvding earthwork for embankment Withl approved materials obtained from departmental land and other source including all lifts and leads laying in layers of 20 centimetre to 30 centimetre thickness breaking clods dressing to the required lines curves grades and sections compacting with power roller completeI(Rate Analysis No1) Item No2shySupplying 60 rnilimetre trap stone over metal at the side inclduing conveying stacking complete by blasting
I(Rate Analysis No2) Item No3shySupplying 40 milimetre trap stone metal dl~cum
broken at the side including conveying and stacking complete by blasting
I(Rate Analysis No3) Item No4-Supplying hard murum at the side including conveying and stacking complete I(Rate Analysis No4)
~
Item No5shySupplying soft murum at the rod side conveying and stacking complete
I(Rate Analysis No5) Item No6shySpreading130 milimetre metal including sectioning complete (DSR Rate 2008-09 Add Vat 050
1800t
Total Rs Say Rs 1810
Item No7shySpreading milimetre rnetal including sectioning complete (DSR Rate 2008-09 51148) 18 Add Vat 050 009
Total Rs 1809 Say Rs 1810
I I Description Rate I Unit AmountQuantity I Unit
Item No8shySpreading hard murum on the19500ICum formation over the road formation for side width and oversize metal includign sectioning etc compelte (DSR Rate 2008-09 Add Vat 050 006
Total Rs 1106 Say Rs 1105
Item No9shy1620ICum Spreading blindage of soft murum over
the water bound macadam surface etc complete (DSR Rate 2008-09 50149) 11Add Vat 050 006
Total Rs Say Rs
Item No10-48600ISqm Compacting the sub grade 1 gravel 1
over size metal ( 200 milimetre loose) tgt layer with power roller including
necessary labour material and artifical waterino complete (DSR Rate 2008-09 75 Add Vat 050
Total Rs 754 Say Rs
Item No11-45000ISqm Compacting the sub grade 1 gravel 1
over size metal ( 100 milimetre loose) - layer with power roller including necessary labour material and artifical waterinq complete (DSR Rate 2008-09 Add Vat 050 003
Total Rs 653t Say Rs 655
Item No12-45000ISqm Compacting the hard murum size width
layer on each side with power roller
including arthficial watering complete
(DSR Rate 2008-09 60149) 24I
Add Vat 050 001 Total Rs
Say Rs Total Rs
215500
I
~ U Ujani Canal Sub-Dv No 33
Narne of work Construction of VRB at Ch of Hivare - Walekhindi Dy Km No4
SUB-ESTIMATE -2 (DIVERSION)
MEASUREMNT No Length Breadth Height Quantity
Item No1-Provding earthwork for embankment with approved materials obtained from departmental land and other source including all lifts and leads laying in layers of 20 centimetre to 30 centimetre thickness breaking clods dressing to the required lines curves grades and sections compacting with power roller complete
DIVERSION 1 x 810 + 1150 x 075 = 88200 Cum 2
Item No2shySupplying 60 milimetre trap stone over size metal at the rod side inclduing conveying and stacking complete by blasting
DIVERSION 1 x 120 x 405 x 020 = 9720 Cum
Item No3shySupplying 40 milimetre trap stone metal hand broken at the rod side including conveying and stacking complete by blasting
DIVERSION 1 x 120 x 375 x 010 = 4500 Cum
Item No4shySupplying hard mururn at the rod side including conveying and stacking complete
SIDE WITH 1875 + 2175 2 =2025 2 x 120 x 2025 x 020 = 9720 SIDE WITH 1875 + 2175 2 =2025 2 x 120 x 2025 x 020 = 9720
13 Qty(9720 + 9720) = 6480
25920 Cum
Item No5shySupplying soft murum at the rod side including conveying and stacking complete
14 Qty of 6480 1620
1620 Cum
Item No6shySpreading 60 milimetre metal including sectioning complete
Qty as per Item NO3 1 x 195 = 195 Cum ( 9750 + 9750)
Item No7shySpreading 6040 milimetre metal including sectioning complete
Qty at per Item No4 9720 + 9720 x 1 = 6480 Cum 3
Item No8shySpreading hard rnurum on the rod formation over the road formation for side width and oversize metal includign sectioning etc compelte
Qty as per Item NO4 1 x 195 = 195 Cum ( 9750 + 9750)
Item No9shySpreading blindage of soft murum over the water bound macadam surface etc complete
Qty as per Item No5 1 x 1620 = 1620 Cum
Item No10shyCompacting the sub grade gravelover size metal ( 200 milimetre loose) layer with power roller inclUding necessary labour material and artifical watering complete
DIVERSION 1 x 120 x 405 = 48600 Sqm
Item No11shyCompacting the sub grade gravelover size metal ( 100 milimetre loose) layer with power roller including necessary labour material and artifical watering complete
APPROACH 1 x 120 x 375 = 45000Sqm
Item No12shyCompacting the hard murum size width layer on each side with power roller including arthficial watering complete
2 x 120 x 1875 = 45000Sqm
Name of work Construction of VRB at Ch Hivare - Walekhindi Dy Km No4
3
RATE ANALYSIS No1
Item No1-
Provding earthwork for embankment with approved materials obtained from
departmental land and other source including all lifts and leads laying in layers of 20
centimetre to 30 centimetre thickness breaking clods dressing to the required lines
curves grades and sections compacting with power roller complete
1) Completed item rate as per DSR 2008-09 Item No 29 -Page No
2) Add VAT 045 Cum
Total Rate
Say Rate Cum
Vjani Canal Sub-Dv No 33 KUCHI
Technically Checkell
found Pum
No2
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No2
Item No2shy
Supplying 60 milimetre trap stone over size metal at the rod side inclduing conveying and stacking complete by blasting
1) Completed item rate as per DSR 2008-09 16500 Cum Item No 41 Page
2) Additional lead charges for 60 mm metal for 24 Km For 25 For 20 Diff For 5 Km for 1 Km -For 24 Km -
bullbull -Deduct initial lead 12- - 12964
Net Lead =
20322 = 20322 x 1 =
Total _
2) Add VAT 050
Total Rate
Say Rate
Technically CanalSub-Dv No 33 ampfoundcorrecl KUCHl _
SPKulkarnI Pump House SecLEngr(II)
No2
Name of work Construction of VRB at Ch Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No3
Item No3shy
Supplying 40 milimetre trap stone metal hand broken at the rod side including conveying and stacking complete by blasting
1) Completed item rate as per DSR 2008-09 17500 I Cum Item No 43 Page No 147
2) Additional lead charges for 60 mm metal for 24 Km For 25 For 20 Diff For 5 Km for 1 Km
For 24 _ - Deduct initial lead 1291gt4 V
Net Lead =
- x = 1
Total Cum
2) Add VAT 050 Cum
f
Total Rate Cum
Say Rate Cum
UjaniCanalSub-Dv No 33 KUeHl
TechnIcally Checked amp correct
SPKulkarni SectEngr(H) Pump House
No2 Sangli
Narne of work Construction of VRB at Ch of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No4
Item No4shy
Supplying hard rnurum at the rod side including conveying and stacking complete
raquo 1) Completed item rate as per DSR 2008-09 7300 Cum
Item No No
--omiddot---middotmiddotmiddotmiddotmiddot--middotmiddot-middotmiddotmiddot-middot----- 2) Additional lead charges for Murum for
x 1 bull _ Cum bullbullbullbull bull bullbull - bull
Total Cum
2) Add VAT 050 Cum
Total Rate I Cum
Say Rate
UjaniCanal Dv No KUeHl
TechnIcally Checked found correct
SectEng r(II) Pump House
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No5
Item No5shy
Supplying soft murum at the rod side including conveying and stacking complete
1) Completed item per DSR 2008-09 7000 Cum Item No 46 Page No
=
Total I Cumr 2) Add VAT 050 - Cum
Total Rate I Cum
SayRate
Ujani CanalSub-De No 33 KUeHl
Executive Engineer MhaisalSctEngr(II)
n
2)
bull __
Additional lead charges for Murum for 2 Km
Tecllnlcllly Checked
bullKulkarni
__
-
1h -
Itz b bull bull
bull
___ _
-J
I J
I _T _
shy
I
~
r
i
II Umiddot
IJ
ame of work Construction of VRB at Ch Hivare - Walekhindi Dy Km NO4
SUB-ESTIMATE -2 (DIVERSION) ABSTRACT
Description Rate I UnitQuantity I Unit Amount
4500ICum
25920ICum
Item No1shyProvding earthwork for embankment Withl approved materials obtained from departmental land and other source including all lifts and leads laying in layers of 20 centimetre to 30 centimetre thickness breaking clods dressing to the required lines curves grades and sections compacting with power roller completeI(Rate Analysis No1) Item No2shySupplying 60 rnilimetre trap stone over metal at the side inclduing conveying stacking complete by blasting
I(Rate Analysis No2) Item No3shySupplying 40 milimetre trap stone metal dl~cum
broken at the side including conveying and stacking complete by blasting
I(Rate Analysis No3) Item No4-Supplying hard murum at the side including conveying and stacking complete I(Rate Analysis No4)
~
Item No5shySupplying soft murum at the rod side conveying and stacking complete
I(Rate Analysis No5) Item No6shySpreading130 milimetre metal including sectioning complete (DSR Rate 2008-09 Add Vat 050
1800t
Total Rs Say Rs 1810
Item No7shySpreading milimetre rnetal including sectioning complete (DSR Rate 2008-09 51148) 18 Add Vat 050 009
Total Rs 1809 Say Rs 1810
I I Description Rate I Unit AmountQuantity I Unit
Item No8shySpreading hard murum on the19500ICum formation over the road formation for side width and oversize metal includign sectioning etc compelte (DSR Rate 2008-09 Add Vat 050 006
Total Rs 1106 Say Rs 1105
Item No9shy1620ICum Spreading blindage of soft murum over
the water bound macadam surface etc complete (DSR Rate 2008-09 50149) 11Add Vat 050 006
Total Rs Say Rs
Item No10-48600ISqm Compacting the sub grade 1 gravel 1
over size metal ( 200 milimetre loose) tgt layer with power roller including
necessary labour material and artifical waterino complete (DSR Rate 2008-09 75 Add Vat 050
Total Rs 754 Say Rs
Item No11-45000ISqm Compacting the sub grade 1 gravel 1
over size metal ( 100 milimetre loose) - layer with power roller including necessary labour material and artifical waterinq complete (DSR Rate 2008-09 Add Vat 050 003
Total Rs 653t Say Rs 655
Item No12-45000ISqm Compacting the hard murum size width
layer on each side with power roller
including arthficial watering complete
(DSR Rate 2008-09 60149) 24I
Add Vat 050 001 Total Rs
Say Rs Total Rs
215500
I
~ U Ujani Canal Sub-Dv No 33
Narne of work Construction of VRB at Ch of Hivare - Walekhindi Dy Km No4
SUB-ESTIMATE -2 (DIVERSION)
MEASUREMNT No Length Breadth Height Quantity
Item No1-Provding earthwork for embankment with approved materials obtained from departmental land and other source including all lifts and leads laying in layers of 20 centimetre to 30 centimetre thickness breaking clods dressing to the required lines curves grades and sections compacting with power roller complete
DIVERSION 1 x 810 + 1150 x 075 = 88200 Cum 2
Item No2shySupplying 60 milimetre trap stone over size metal at the rod side inclduing conveying and stacking complete by blasting
DIVERSION 1 x 120 x 405 x 020 = 9720 Cum
Item No3shySupplying 40 milimetre trap stone metal hand broken at the rod side including conveying and stacking complete by blasting
DIVERSION 1 x 120 x 375 x 010 = 4500 Cum
Item No4shySupplying hard mururn at the rod side including conveying and stacking complete
SIDE WITH 1875 + 2175 2 =2025 2 x 120 x 2025 x 020 = 9720 SIDE WITH 1875 + 2175 2 =2025 2 x 120 x 2025 x 020 = 9720
13 Qty(9720 + 9720) = 6480
25920 Cum
Item No5shySupplying soft murum at the rod side including conveying and stacking complete
14 Qty of 6480 1620
1620 Cum
Item No6shySpreading 60 milimetre metal including sectioning complete
Qty as per Item NO3 1 x 195 = 195 Cum ( 9750 + 9750)
Item No7shySpreading 6040 milimetre metal including sectioning complete
Qty at per Item No4 9720 + 9720 x 1 = 6480 Cum 3
Item No8shySpreading hard rnurum on the rod formation over the road formation for side width and oversize metal includign sectioning etc compelte
Qty as per Item NO4 1 x 195 = 195 Cum ( 9750 + 9750)
Item No9shySpreading blindage of soft murum over the water bound macadam surface etc complete
Qty as per Item No5 1 x 1620 = 1620 Cum
Item No10shyCompacting the sub grade gravelover size metal ( 200 milimetre loose) layer with power roller inclUding necessary labour material and artifical watering complete
DIVERSION 1 x 120 x 405 = 48600 Sqm
Item No11shyCompacting the sub grade gravelover size metal ( 100 milimetre loose) layer with power roller including necessary labour material and artifical watering complete
APPROACH 1 x 120 x 375 = 45000Sqm
Item No12shyCompacting the hard murum size width layer on each side with power roller including arthficial watering complete
2 x 120 x 1875 = 45000Sqm
Name of work Construction of VRB at Ch Hivare - Walekhindi Dy Km No4
3
RATE ANALYSIS No1
Item No1-
Provding earthwork for embankment with approved materials obtained from
departmental land and other source including all lifts and leads laying in layers of 20
centimetre to 30 centimetre thickness breaking clods dressing to the required lines
curves grades and sections compacting with power roller complete
1) Completed item rate as per DSR 2008-09 Item No 29 -Page No
2) Add VAT 045 Cum
Total Rate
Say Rate Cum
Vjani Canal Sub-Dv No 33 KUCHI
Technically Checkell
found Pum
No2
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No2
Item No2shy
Supplying 60 milimetre trap stone over size metal at the rod side inclduing conveying and stacking complete by blasting
1) Completed item rate as per DSR 2008-09 16500 Cum Item No 41 Page
2) Additional lead charges for 60 mm metal for 24 Km For 25 For 20 Diff For 5 Km for 1 Km -For 24 Km -
bullbull -Deduct initial lead 12- - 12964
Net Lead =
20322 = 20322 x 1 =
Total _
2) Add VAT 050
Total Rate
Say Rate
Technically CanalSub-Dv No 33 ampfoundcorrecl KUCHl _
SPKulkarnI Pump House SecLEngr(II)
No2
Name of work Construction of VRB at Ch Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No3
Item No3shy
Supplying 40 milimetre trap stone metal hand broken at the rod side including conveying and stacking complete by blasting
1) Completed item rate as per DSR 2008-09 17500 I Cum Item No 43 Page No 147
2) Additional lead charges for 60 mm metal for 24 Km For 25 For 20 Diff For 5 Km for 1 Km
For 24 _ - Deduct initial lead 1291gt4 V
Net Lead =
- x = 1
Total Cum
2) Add VAT 050 Cum
f
Total Rate Cum
Say Rate Cum
UjaniCanalSub-Dv No 33 KUeHl
TechnIcally Checked amp correct
SPKulkarni SectEngr(H) Pump House
No2 Sangli
Narne of work Construction of VRB at Ch of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No4
Item No4shy
Supplying hard rnurum at the rod side including conveying and stacking complete
raquo 1) Completed item rate as per DSR 2008-09 7300 Cum
Item No No
--omiddot---middotmiddotmiddotmiddotmiddot--middotmiddot-middotmiddotmiddot-middot----- 2) Additional lead charges for Murum for
x 1 bull _ Cum bullbullbullbull bull bullbull - bull
Total Cum
2) Add VAT 050 Cum
Total Rate I Cum
Say Rate
UjaniCanal Dv No KUeHl
TechnIcally Checked found correct
SectEng r(II) Pump House
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No5
Item No5shy
Supplying soft murum at the rod side including conveying and stacking complete
1) Completed item per DSR 2008-09 7000 Cum Item No 46 Page No
=
Total I Cumr 2) Add VAT 050 - Cum
Total Rate I Cum
SayRate
Ujani CanalSub-De No 33 KUeHl
Executive Engineer MhaisalSctEngr(II)
n
2)
bull __
Additional lead charges for Murum for 2 Km
Tecllnlcllly Checked
bullKulkarni
__
-
1h -
Itz b bull bull
bull
___ _
-J
I J
I _T _
ame of work Construction of VRB at Ch Hivare - Walekhindi Dy Km NO4
SUB-ESTIMATE -2 (DIVERSION) ABSTRACT
Description Rate I UnitQuantity I Unit Amount
4500ICum
25920ICum
Item No1shyProvding earthwork for embankment Withl approved materials obtained from departmental land and other source including all lifts and leads laying in layers of 20 centimetre to 30 centimetre thickness breaking clods dressing to the required lines curves grades and sections compacting with power roller completeI(Rate Analysis No1) Item No2shySupplying 60 rnilimetre trap stone over metal at the side inclduing conveying stacking complete by blasting
I(Rate Analysis No2) Item No3shySupplying 40 milimetre trap stone metal dl~cum
broken at the side including conveying and stacking complete by blasting
I(Rate Analysis No3) Item No4-Supplying hard murum at the side including conveying and stacking complete I(Rate Analysis No4)
~
Item No5shySupplying soft murum at the rod side conveying and stacking complete
I(Rate Analysis No5) Item No6shySpreading130 milimetre metal including sectioning complete (DSR Rate 2008-09 Add Vat 050
1800t
Total Rs Say Rs 1810
Item No7shySpreading milimetre rnetal including sectioning complete (DSR Rate 2008-09 51148) 18 Add Vat 050 009
Total Rs 1809 Say Rs 1810
I I Description Rate I Unit AmountQuantity I Unit
Item No8shySpreading hard murum on the19500ICum formation over the road formation for side width and oversize metal includign sectioning etc compelte (DSR Rate 2008-09 Add Vat 050 006
Total Rs 1106 Say Rs 1105
Item No9shy1620ICum Spreading blindage of soft murum over
the water bound macadam surface etc complete (DSR Rate 2008-09 50149) 11Add Vat 050 006
Total Rs Say Rs
Item No10-48600ISqm Compacting the sub grade 1 gravel 1
over size metal ( 200 milimetre loose) tgt layer with power roller including
necessary labour material and artifical waterino complete (DSR Rate 2008-09 75 Add Vat 050
Total Rs 754 Say Rs
Item No11-45000ISqm Compacting the sub grade 1 gravel 1
over size metal ( 100 milimetre loose) - layer with power roller including necessary labour material and artifical waterinq complete (DSR Rate 2008-09 Add Vat 050 003
Total Rs 653t Say Rs 655
Item No12-45000ISqm Compacting the hard murum size width
layer on each side with power roller
including arthficial watering complete
(DSR Rate 2008-09 60149) 24I
Add Vat 050 001 Total Rs
Say Rs Total Rs
215500
I
~ U Ujani Canal Sub-Dv No 33
Narne of work Construction of VRB at Ch of Hivare - Walekhindi Dy Km No4
SUB-ESTIMATE -2 (DIVERSION)
MEASUREMNT No Length Breadth Height Quantity
Item No1-Provding earthwork for embankment with approved materials obtained from departmental land and other source including all lifts and leads laying in layers of 20 centimetre to 30 centimetre thickness breaking clods dressing to the required lines curves grades and sections compacting with power roller complete
DIVERSION 1 x 810 + 1150 x 075 = 88200 Cum 2
Item No2shySupplying 60 milimetre trap stone over size metal at the rod side inclduing conveying and stacking complete by blasting
DIVERSION 1 x 120 x 405 x 020 = 9720 Cum
Item No3shySupplying 40 milimetre trap stone metal hand broken at the rod side including conveying and stacking complete by blasting
DIVERSION 1 x 120 x 375 x 010 = 4500 Cum
Item No4shySupplying hard mururn at the rod side including conveying and stacking complete
SIDE WITH 1875 + 2175 2 =2025 2 x 120 x 2025 x 020 = 9720 SIDE WITH 1875 + 2175 2 =2025 2 x 120 x 2025 x 020 = 9720
13 Qty(9720 + 9720) = 6480
25920 Cum
Item No5shySupplying soft murum at the rod side including conveying and stacking complete
14 Qty of 6480 1620
1620 Cum
Item No6shySpreading 60 milimetre metal including sectioning complete
Qty as per Item NO3 1 x 195 = 195 Cum ( 9750 + 9750)
Item No7shySpreading 6040 milimetre metal including sectioning complete
Qty at per Item No4 9720 + 9720 x 1 = 6480 Cum 3
Item No8shySpreading hard rnurum on the rod formation over the road formation for side width and oversize metal includign sectioning etc compelte
Qty as per Item NO4 1 x 195 = 195 Cum ( 9750 + 9750)
Item No9shySpreading blindage of soft murum over the water bound macadam surface etc complete
Qty as per Item No5 1 x 1620 = 1620 Cum
Item No10shyCompacting the sub grade gravelover size metal ( 200 milimetre loose) layer with power roller inclUding necessary labour material and artifical watering complete
DIVERSION 1 x 120 x 405 = 48600 Sqm
Item No11shyCompacting the sub grade gravelover size metal ( 100 milimetre loose) layer with power roller including necessary labour material and artifical watering complete
APPROACH 1 x 120 x 375 = 45000Sqm
Item No12shyCompacting the hard murum size width layer on each side with power roller including arthficial watering complete
2 x 120 x 1875 = 45000Sqm
Name of work Construction of VRB at Ch Hivare - Walekhindi Dy Km No4
3
RATE ANALYSIS No1
Item No1-
Provding earthwork for embankment with approved materials obtained from
departmental land and other source including all lifts and leads laying in layers of 20
centimetre to 30 centimetre thickness breaking clods dressing to the required lines
curves grades and sections compacting with power roller complete
1) Completed item rate as per DSR 2008-09 Item No 29 -Page No
2) Add VAT 045 Cum
Total Rate
Say Rate Cum
Vjani Canal Sub-Dv No 33 KUCHI
Technically Checkell
found Pum
No2
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No2
Item No2shy
Supplying 60 milimetre trap stone over size metal at the rod side inclduing conveying and stacking complete by blasting
1) Completed item rate as per DSR 2008-09 16500 Cum Item No 41 Page
2) Additional lead charges for 60 mm metal for 24 Km For 25 For 20 Diff For 5 Km for 1 Km -For 24 Km -
bullbull -Deduct initial lead 12- - 12964
Net Lead =
20322 = 20322 x 1 =
Total _
2) Add VAT 050
Total Rate
Say Rate
Technically CanalSub-Dv No 33 ampfoundcorrecl KUCHl _
SPKulkarnI Pump House SecLEngr(II)
No2
Name of work Construction of VRB at Ch Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No3
Item No3shy
Supplying 40 milimetre trap stone metal hand broken at the rod side including conveying and stacking complete by blasting
1) Completed item rate as per DSR 2008-09 17500 I Cum Item No 43 Page No 147
2) Additional lead charges for 60 mm metal for 24 Km For 25 For 20 Diff For 5 Km for 1 Km
For 24 _ - Deduct initial lead 1291gt4 V
Net Lead =
- x = 1
Total Cum
2) Add VAT 050 Cum
f
Total Rate Cum
Say Rate Cum
UjaniCanalSub-Dv No 33 KUeHl
TechnIcally Checked amp correct
SPKulkarni SectEngr(H) Pump House
No2 Sangli
Narne of work Construction of VRB at Ch of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No4
Item No4shy
Supplying hard rnurum at the rod side including conveying and stacking complete
raquo 1) Completed item rate as per DSR 2008-09 7300 Cum
Item No No
--omiddot---middotmiddotmiddotmiddotmiddot--middotmiddot-middotmiddotmiddot-middot----- 2) Additional lead charges for Murum for
x 1 bull _ Cum bullbullbullbull bull bullbull - bull
Total Cum
2) Add VAT 050 Cum
Total Rate I Cum
Say Rate
UjaniCanal Dv No KUeHl
TechnIcally Checked found correct
SectEng r(II) Pump House
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No5
Item No5shy
Supplying soft murum at the rod side including conveying and stacking complete
1) Completed item per DSR 2008-09 7000 Cum Item No 46 Page No
=
Total I Cumr 2) Add VAT 050 - Cum
Total Rate I Cum
SayRate
Ujani CanalSub-De No 33 KUeHl
Executive Engineer MhaisalSctEngr(II)
n
2)
bull __
Additional lead charges for Murum for 2 Km
Tecllnlcllly Checked
bullKulkarni
__
-
1h -
Itz b bull bull
bull
___ _
-J
I J
I _T _
I I Description Rate I Unit AmountQuantity I Unit
Item No8shySpreading hard murum on the19500ICum formation over the road formation for side width and oversize metal includign sectioning etc compelte (DSR Rate 2008-09 Add Vat 050 006
Total Rs 1106 Say Rs 1105
Item No9shy1620ICum Spreading blindage of soft murum over
the water bound macadam surface etc complete (DSR Rate 2008-09 50149) 11Add Vat 050 006
Total Rs Say Rs
Item No10-48600ISqm Compacting the sub grade 1 gravel 1
over size metal ( 200 milimetre loose) tgt layer with power roller including
necessary labour material and artifical waterino complete (DSR Rate 2008-09 75 Add Vat 050
Total Rs 754 Say Rs
Item No11-45000ISqm Compacting the sub grade 1 gravel 1
over size metal ( 100 milimetre loose) - layer with power roller including necessary labour material and artifical waterinq complete (DSR Rate 2008-09 Add Vat 050 003
Total Rs 653t Say Rs 655
Item No12-45000ISqm Compacting the hard murum size width
layer on each side with power roller
including arthficial watering complete
(DSR Rate 2008-09 60149) 24I
Add Vat 050 001 Total Rs
Say Rs Total Rs
215500
I
~ U Ujani Canal Sub-Dv No 33
Narne of work Construction of VRB at Ch of Hivare - Walekhindi Dy Km No4
SUB-ESTIMATE -2 (DIVERSION)
MEASUREMNT No Length Breadth Height Quantity
Item No1-Provding earthwork for embankment with approved materials obtained from departmental land and other source including all lifts and leads laying in layers of 20 centimetre to 30 centimetre thickness breaking clods dressing to the required lines curves grades and sections compacting with power roller complete
DIVERSION 1 x 810 + 1150 x 075 = 88200 Cum 2
Item No2shySupplying 60 milimetre trap stone over size metal at the rod side inclduing conveying and stacking complete by blasting
DIVERSION 1 x 120 x 405 x 020 = 9720 Cum
Item No3shySupplying 40 milimetre trap stone metal hand broken at the rod side including conveying and stacking complete by blasting
DIVERSION 1 x 120 x 375 x 010 = 4500 Cum
Item No4shySupplying hard mururn at the rod side including conveying and stacking complete
SIDE WITH 1875 + 2175 2 =2025 2 x 120 x 2025 x 020 = 9720 SIDE WITH 1875 + 2175 2 =2025 2 x 120 x 2025 x 020 = 9720
13 Qty(9720 + 9720) = 6480
25920 Cum
Item No5shySupplying soft murum at the rod side including conveying and stacking complete
14 Qty of 6480 1620
1620 Cum
Item No6shySpreading 60 milimetre metal including sectioning complete
Qty as per Item NO3 1 x 195 = 195 Cum ( 9750 + 9750)
Item No7shySpreading 6040 milimetre metal including sectioning complete
Qty at per Item No4 9720 + 9720 x 1 = 6480 Cum 3
Item No8shySpreading hard rnurum on the rod formation over the road formation for side width and oversize metal includign sectioning etc compelte
Qty as per Item NO4 1 x 195 = 195 Cum ( 9750 + 9750)
Item No9shySpreading blindage of soft murum over the water bound macadam surface etc complete
Qty as per Item No5 1 x 1620 = 1620 Cum
Item No10shyCompacting the sub grade gravelover size metal ( 200 milimetre loose) layer with power roller inclUding necessary labour material and artifical watering complete
DIVERSION 1 x 120 x 405 = 48600 Sqm
Item No11shyCompacting the sub grade gravelover size metal ( 100 milimetre loose) layer with power roller including necessary labour material and artifical watering complete
APPROACH 1 x 120 x 375 = 45000Sqm
Item No12shyCompacting the hard murum size width layer on each side with power roller including arthficial watering complete
2 x 120 x 1875 = 45000Sqm
Name of work Construction of VRB at Ch Hivare - Walekhindi Dy Km No4
3
RATE ANALYSIS No1
Item No1-
Provding earthwork for embankment with approved materials obtained from
departmental land and other source including all lifts and leads laying in layers of 20
centimetre to 30 centimetre thickness breaking clods dressing to the required lines
curves grades and sections compacting with power roller complete
1) Completed item rate as per DSR 2008-09 Item No 29 -Page No
2) Add VAT 045 Cum
Total Rate
Say Rate Cum
Vjani Canal Sub-Dv No 33 KUCHI
Technically Checkell
found Pum
No2
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No2
Item No2shy
Supplying 60 milimetre trap stone over size metal at the rod side inclduing conveying and stacking complete by blasting
1) Completed item rate as per DSR 2008-09 16500 Cum Item No 41 Page
2) Additional lead charges for 60 mm metal for 24 Km For 25 For 20 Diff For 5 Km for 1 Km -For 24 Km -
bullbull -Deduct initial lead 12- - 12964
Net Lead =
20322 = 20322 x 1 =
Total _
2) Add VAT 050
Total Rate
Say Rate
Technically CanalSub-Dv No 33 ampfoundcorrecl KUCHl _
SPKulkarnI Pump House SecLEngr(II)
No2
Name of work Construction of VRB at Ch Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No3
Item No3shy
Supplying 40 milimetre trap stone metal hand broken at the rod side including conveying and stacking complete by blasting
1) Completed item rate as per DSR 2008-09 17500 I Cum Item No 43 Page No 147
2) Additional lead charges for 60 mm metal for 24 Km For 25 For 20 Diff For 5 Km for 1 Km
For 24 _ - Deduct initial lead 1291gt4 V
Net Lead =
- x = 1
Total Cum
2) Add VAT 050 Cum
f
Total Rate Cum
Say Rate Cum
UjaniCanalSub-Dv No 33 KUeHl
TechnIcally Checked amp correct
SPKulkarni SectEngr(H) Pump House
No2 Sangli
Narne of work Construction of VRB at Ch of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No4
Item No4shy
Supplying hard rnurum at the rod side including conveying and stacking complete
raquo 1) Completed item rate as per DSR 2008-09 7300 Cum
Item No No
--omiddot---middotmiddotmiddotmiddotmiddot--middotmiddot-middotmiddotmiddot-middot----- 2) Additional lead charges for Murum for
x 1 bull _ Cum bullbullbullbull bull bullbull - bull
Total Cum
2) Add VAT 050 Cum
Total Rate I Cum
Say Rate
UjaniCanal Dv No KUeHl
TechnIcally Checked found correct
SectEng r(II) Pump House
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No5
Item No5shy
Supplying soft murum at the rod side including conveying and stacking complete
1) Completed item per DSR 2008-09 7000 Cum Item No 46 Page No
=
Total I Cumr 2) Add VAT 050 - Cum
Total Rate I Cum
SayRate
Ujani CanalSub-De No 33 KUeHl
Executive Engineer MhaisalSctEngr(II)
n
2)
bull __
Additional lead charges for Murum for 2 Km
Tecllnlcllly Checked
bullKulkarni
__
-
1h -
Itz b bull bull
bull
___ _
-J
I J
I _T _
Narne of work Construction of VRB at Ch of Hivare - Walekhindi Dy Km No4
SUB-ESTIMATE -2 (DIVERSION)
MEASUREMNT No Length Breadth Height Quantity
Item No1-Provding earthwork for embankment with approved materials obtained from departmental land and other source including all lifts and leads laying in layers of 20 centimetre to 30 centimetre thickness breaking clods dressing to the required lines curves grades and sections compacting with power roller complete
DIVERSION 1 x 810 + 1150 x 075 = 88200 Cum 2
Item No2shySupplying 60 milimetre trap stone over size metal at the rod side inclduing conveying and stacking complete by blasting
DIVERSION 1 x 120 x 405 x 020 = 9720 Cum
Item No3shySupplying 40 milimetre trap stone metal hand broken at the rod side including conveying and stacking complete by blasting
DIVERSION 1 x 120 x 375 x 010 = 4500 Cum
Item No4shySupplying hard mururn at the rod side including conveying and stacking complete
SIDE WITH 1875 + 2175 2 =2025 2 x 120 x 2025 x 020 = 9720 SIDE WITH 1875 + 2175 2 =2025 2 x 120 x 2025 x 020 = 9720
13 Qty(9720 + 9720) = 6480
25920 Cum
Item No5shySupplying soft murum at the rod side including conveying and stacking complete
14 Qty of 6480 1620
1620 Cum
Item No6shySpreading 60 milimetre metal including sectioning complete
Qty as per Item NO3 1 x 195 = 195 Cum ( 9750 + 9750)
Item No7shySpreading 6040 milimetre metal including sectioning complete
Qty at per Item No4 9720 + 9720 x 1 = 6480 Cum 3
Item No8shySpreading hard rnurum on the rod formation over the road formation for side width and oversize metal includign sectioning etc compelte
Qty as per Item NO4 1 x 195 = 195 Cum ( 9750 + 9750)
Item No9shySpreading blindage of soft murum over the water bound macadam surface etc complete
Qty as per Item No5 1 x 1620 = 1620 Cum
Item No10shyCompacting the sub grade gravelover size metal ( 200 milimetre loose) layer with power roller inclUding necessary labour material and artifical watering complete
DIVERSION 1 x 120 x 405 = 48600 Sqm
Item No11shyCompacting the sub grade gravelover size metal ( 100 milimetre loose) layer with power roller including necessary labour material and artifical watering complete
APPROACH 1 x 120 x 375 = 45000Sqm
Item No12shyCompacting the hard murum size width layer on each side with power roller including arthficial watering complete
2 x 120 x 1875 = 45000Sqm
Name of work Construction of VRB at Ch Hivare - Walekhindi Dy Km No4
3
RATE ANALYSIS No1
Item No1-
Provding earthwork for embankment with approved materials obtained from
departmental land and other source including all lifts and leads laying in layers of 20
centimetre to 30 centimetre thickness breaking clods dressing to the required lines
curves grades and sections compacting with power roller complete
1) Completed item rate as per DSR 2008-09 Item No 29 -Page No
2) Add VAT 045 Cum
Total Rate
Say Rate Cum
Vjani Canal Sub-Dv No 33 KUCHI
Technically Checkell
found Pum
No2
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No2
Item No2shy
Supplying 60 milimetre trap stone over size metal at the rod side inclduing conveying and stacking complete by blasting
1) Completed item rate as per DSR 2008-09 16500 Cum Item No 41 Page
2) Additional lead charges for 60 mm metal for 24 Km For 25 For 20 Diff For 5 Km for 1 Km -For 24 Km -
bullbull -Deduct initial lead 12- - 12964
Net Lead =
20322 = 20322 x 1 =
Total _
2) Add VAT 050
Total Rate
Say Rate
Technically CanalSub-Dv No 33 ampfoundcorrecl KUCHl _
SPKulkarnI Pump House SecLEngr(II)
No2
Name of work Construction of VRB at Ch Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No3
Item No3shy
Supplying 40 milimetre trap stone metal hand broken at the rod side including conveying and stacking complete by blasting
1) Completed item rate as per DSR 2008-09 17500 I Cum Item No 43 Page No 147
2) Additional lead charges for 60 mm metal for 24 Km For 25 For 20 Diff For 5 Km for 1 Km
For 24 _ - Deduct initial lead 1291gt4 V
Net Lead =
- x = 1
Total Cum
2) Add VAT 050 Cum
f
Total Rate Cum
Say Rate Cum
UjaniCanalSub-Dv No 33 KUeHl
TechnIcally Checked amp correct
SPKulkarni SectEngr(H) Pump House
No2 Sangli
Narne of work Construction of VRB at Ch of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No4
Item No4shy
Supplying hard rnurum at the rod side including conveying and stacking complete
raquo 1) Completed item rate as per DSR 2008-09 7300 Cum
Item No No
--omiddot---middotmiddotmiddotmiddotmiddot--middotmiddot-middotmiddotmiddot-middot----- 2) Additional lead charges for Murum for
x 1 bull _ Cum bullbullbullbull bull bullbull - bull
Total Cum
2) Add VAT 050 Cum
Total Rate I Cum
Say Rate
UjaniCanal Dv No KUeHl
TechnIcally Checked found correct
SectEng r(II) Pump House
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No5
Item No5shy
Supplying soft murum at the rod side including conveying and stacking complete
1) Completed item per DSR 2008-09 7000 Cum Item No 46 Page No
=
Total I Cumr 2) Add VAT 050 - Cum
Total Rate I Cum
SayRate
Ujani CanalSub-De No 33 KUeHl
Executive Engineer MhaisalSctEngr(II)
n
2)
bull __
Additional lead charges for Murum for 2 Km
Tecllnlcllly Checked
bullKulkarni
__
-
1h -
Itz b bull bull
bull
___ _
-J
I J
I _T _
Item No6shySpreading 60 milimetre metal including sectioning complete
Qty as per Item NO3 1 x 195 = 195 Cum ( 9750 + 9750)
Item No7shySpreading 6040 milimetre metal including sectioning complete
Qty at per Item No4 9720 + 9720 x 1 = 6480 Cum 3
Item No8shySpreading hard rnurum on the rod formation over the road formation for side width and oversize metal includign sectioning etc compelte
Qty as per Item NO4 1 x 195 = 195 Cum ( 9750 + 9750)
Item No9shySpreading blindage of soft murum over the water bound macadam surface etc complete
Qty as per Item No5 1 x 1620 = 1620 Cum
Item No10shyCompacting the sub grade gravelover size metal ( 200 milimetre loose) layer with power roller inclUding necessary labour material and artifical watering complete
DIVERSION 1 x 120 x 405 = 48600 Sqm
Item No11shyCompacting the sub grade gravelover size metal ( 100 milimetre loose) layer with power roller including necessary labour material and artifical watering complete
APPROACH 1 x 120 x 375 = 45000Sqm
Item No12shyCompacting the hard murum size width layer on each side with power roller including arthficial watering complete
2 x 120 x 1875 = 45000Sqm
Name of work Construction of VRB at Ch Hivare - Walekhindi Dy Km No4
3
RATE ANALYSIS No1
Item No1-
Provding earthwork for embankment with approved materials obtained from
departmental land and other source including all lifts and leads laying in layers of 20
centimetre to 30 centimetre thickness breaking clods dressing to the required lines
curves grades and sections compacting with power roller complete
1) Completed item rate as per DSR 2008-09 Item No 29 -Page No
2) Add VAT 045 Cum
Total Rate
Say Rate Cum
Vjani Canal Sub-Dv No 33 KUCHI
Technically Checkell
found Pum
No2
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No2
Item No2shy
Supplying 60 milimetre trap stone over size metal at the rod side inclduing conveying and stacking complete by blasting
1) Completed item rate as per DSR 2008-09 16500 Cum Item No 41 Page
2) Additional lead charges for 60 mm metal for 24 Km For 25 For 20 Diff For 5 Km for 1 Km -For 24 Km -
bullbull -Deduct initial lead 12- - 12964
Net Lead =
20322 = 20322 x 1 =
Total _
2) Add VAT 050
Total Rate
Say Rate
Technically CanalSub-Dv No 33 ampfoundcorrecl KUCHl _
SPKulkarnI Pump House SecLEngr(II)
No2
Name of work Construction of VRB at Ch Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No3
Item No3shy
Supplying 40 milimetre trap stone metal hand broken at the rod side including conveying and stacking complete by blasting
1) Completed item rate as per DSR 2008-09 17500 I Cum Item No 43 Page No 147
2) Additional lead charges for 60 mm metal for 24 Km For 25 For 20 Diff For 5 Km for 1 Km
For 24 _ - Deduct initial lead 1291gt4 V
Net Lead =
- x = 1
Total Cum
2) Add VAT 050 Cum
f
Total Rate Cum
Say Rate Cum
UjaniCanalSub-Dv No 33 KUeHl
TechnIcally Checked amp correct
SPKulkarni SectEngr(H) Pump House
No2 Sangli
Narne of work Construction of VRB at Ch of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No4
Item No4shy
Supplying hard rnurum at the rod side including conveying and stacking complete
raquo 1) Completed item rate as per DSR 2008-09 7300 Cum
Item No No
--omiddot---middotmiddotmiddotmiddotmiddot--middotmiddot-middotmiddotmiddot-middot----- 2) Additional lead charges for Murum for
x 1 bull _ Cum bullbullbullbull bull bullbull - bull
Total Cum
2) Add VAT 050 Cum
Total Rate I Cum
Say Rate
UjaniCanal Dv No KUeHl
TechnIcally Checked found correct
SectEng r(II) Pump House
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No5
Item No5shy
Supplying soft murum at the rod side including conveying and stacking complete
1) Completed item per DSR 2008-09 7000 Cum Item No 46 Page No
=
Total I Cumr 2) Add VAT 050 - Cum
Total Rate I Cum
SayRate
Ujani CanalSub-De No 33 KUeHl
Executive Engineer MhaisalSctEngr(II)
n
2)
bull __
Additional lead charges for Murum for 2 Km
Tecllnlcllly Checked
bullKulkarni
__
-
1h -
Itz b bull bull
bull
___ _
-J
I J
I _T _
Name of work Construction of VRB at Ch Hivare - Walekhindi Dy Km No4
3
RATE ANALYSIS No1
Item No1-
Provding earthwork for embankment with approved materials obtained from
departmental land and other source including all lifts and leads laying in layers of 20
centimetre to 30 centimetre thickness breaking clods dressing to the required lines
curves grades and sections compacting with power roller complete
1) Completed item rate as per DSR 2008-09 Item No 29 -Page No
2) Add VAT 045 Cum
Total Rate
Say Rate Cum
Vjani Canal Sub-Dv No 33 KUCHI
Technically Checkell
found Pum
No2
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No2
Item No2shy
Supplying 60 milimetre trap stone over size metal at the rod side inclduing conveying and stacking complete by blasting
1) Completed item rate as per DSR 2008-09 16500 Cum Item No 41 Page
2) Additional lead charges for 60 mm metal for 24 Km For 25 For 20 Diff For 5 Km for 1 Km -For 24 Km -
bullbull -Deduct initial lead 12- - 12964
Net Lead =
20322 = 20322 x 1 =
Total _
2) Add VAT 050
Total Rate
Say Rate
Technically CanalSub-Dv No 33 ampfoundcorrecl KUCHl _
SPKulkarnI Pump House SecLEngr(II)
No2
Name of work Construction of VRB at Ch Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No3
Item No3shy
Supplying 40 milimetre trap stone metal hand broken at the rod side including conveying and stacking complete by blasting
1) Completed item rate as per DSR 2008-09 17500 I Cum Item No 43 Page No 147
2) Additional lead charges for 60 mm metal for 24 Km For 25 For 20 Diff For 5 Km for 1 Km
For 24 _ - Deduct initial lead 1291gt4 V
Net Lead =
- x = 1
Total Cum
2) Add VAT 050 Cum
f
Total Rate Cum
Say Rate Cum
UjaniCanalSub-Dv No 33 KUeHl
TechnIcally Checked amp correct
SPKulkarni SectEngr(H) Pump House
No2 Sangli
Narne of work Construction of VRB at Ch of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No4
Item No4shy
Supplying hard rnurum at the rod side including conveying and stacking complete
raquo 1) Completed item rate as per DSR 2008-09 7300 Cum
Item No No
--omiddot---middotmiddotmiddotmiddotmiddot--middotmiddot-middotmiddotmiddot-middot----- 2) Additional lead charges for Murum for
x 1 bull _ Cum bullbullbullbull bull bullbull - bull
Total Cum
2) Add VAT 050 Cum
Total Rate I Cum
Say Rate
UjaniCanal Dv No KUeHl
TechnIcally Checked found correct
SectEng r(II) Pump House
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No5
Item No5shy
Supplying soft murum at the rod side including conveying and stacking complete
1) Completed item per DSR 2008-09 7000 Cum Item No 46 Page No
=
Total I Cumr 2) Add VAT 050 - Cum
Total Rate I Cum
SayRate
Ujani CanalSub-De No 33 KUeHl
Executive Engineer MhaisalSctEngr(II)
n
2)
bull __
Additional lead charges for Murum for 2 Km
Tecllnlcllly Checked
bullKulkarni
__
-
1h -
Itz b bull bull
bull
___ _
-J
I J
I _T _
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No2
Item No2shy
Supplying 60 milimetre trap stone over size metal at the rod side inclduing conveying and stacking complete by blasting
1) Completed item rate as per DSR 2008-09 16500 Cum Item No 41 Page
2) Additional lead charges for 60 mm metal for 24 Km For 25 For 20 Diff For 5 Km for 1 Km -For 24 Km -
bullbull -Deduct initial lead 12- - 12964
Net Lead =
20322 = 20322 x 1 =
Total _
2) Add VAT 050
Total Rate
Say Rate
Technically CanalSub-Dv No 33 ampfoundcorrecl KUCHl _
SPKulkarnI Pump House SecLEngr(II)
No2
Name of work Construction of VRB at Ch Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No3
Item No3shy
Supplying 40 milimetre trap stone metal hand broken at the rod side including conveying and stacking complete by blasting
1) Completed item rate as per DSR 2008-09 17500 I Cum Item No 43 Page No 147
2) Additional lead charges for 60 mm metal for 24 Km For 25 For 20 Diff For 5 Km for 1 Km
For 24 _ - Deduct initial lead 1291gt4 V
Net Lead =
- x = 1
Total Cum
2) Add VAT 050 Cum
f
Total Rate Cum
Say Rate Cum
UjaniCanalSub-Dv No 33 KUeHl
TechnIcally Checked amp correct
SPKulkarni SectEngr(H) Pump House
No2 Sangli
Narne of work Construction of VRB at Ch of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No4
Item No4shy
Supplying hard rnurum at the rod side including conveying and stacking complete
raquo 1) Completed item rate as per DSR 2008-09 7300 Cum
Item No No
--omiddot---middotmiddotmiddotmiddotmiddot--middotmiddot-middotmiddotmiddot-middot----- 2) Additional lead charges for Murum for
x 1 bull _ Cum bullbullbullbull bull bullbull - bull
Total Cum
2) Add VAT 050 Cum
Total Rate I Cum
Say Rate
UjaniCanal Dv No KUeHl
TechnIcally Checked found correct
SectEng r(II) Pump House
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No5
Item No5shy
Supplying soft murum at the rod side including conveying and stacking complete
1) Completed item per DSR 2008-09 7000 Cum Item No 46 Page No
=
Total I Cumr 2) Add VAT 050 - Cum
Total Rate I Cum
SayRate
Ujani CanalSub-De No 33 KUeHl
Executive Engineer MhaisalSctEngr(II)
n
2)
bull __
Additional lead charges for Murum for 2 Km
Tecllnlcllly Checked
bullKulkarni
__
-
1h -
Itz b bull bull
bull
___ _
-J
I J
I _T _
Name of work Construction of VRB at Ch Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No3
Item No3shy
Supplying 40 milimetre trap stone metal hand broken at the rod side including conveying and stacking complete by blasting
1) Completed item rate as per DSR 2008-09 17500 I Cum Item No 43 Page No 147
2) Additional lead charges for 60 mm metal for 24 Km For 25 For 20 Diff For 5 Km for 1 Km
For 24 _ - Deduct initial lead 1291gt4 V
Net Lead =
- x = 1
Total Cum
2) Add VAT 050 Cum
f
Total Rate Cum
Say Rate Cum
UjaniCanalSub-Dv No 33 KUeHl
TechnIcally Checked amp correct
SPKulkarni SectEngr(H) Pump House
No2 Sangli
Narne of work Construction of VRB at Ch of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No4
Item No4shy
Supplying hard rnurum at the rod side including conveying and stacking complete
raquo 1) Completed item rate as per DSR 2008-09 7300 Cum
Item No No
--omiddot---middotmiddotmiddotmiddotmiddot--middotmiddot-middotmiddotmiddot-middot----- 2) Additional lead charges for Murum for
x 1 bull _ Cum bullbullbullbull bull bullbull - bull
Total Cum
2) Add VAT 050 Cum
Total Rate I Cum
Say Rate
UjaniCanal Dv No KUeHl
TechnIcally Checked found correct
SectEng r(II) Pump House
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No5
Item No5shy
Supplying soft murum at the rod side including conveying and stacking complete
1) Completed item per DSR 2008-09 7000 Cum Item No 46 Page No
=
Total I Cumr 2) Add VAT 050 - Cum
Total Rate I Cum
SayRate
Ujani CanalSub-De No 33 KUeHl
Executive Engineer MhaisalSctEngr(II)
n
2)
bull __
Additional lead charges for Murum for 2 Km
Tecllnlcllly Checked
bullKulkarni
__
-
1h -
Itz b bull bull
bull
___ _
-J
I J
I _T _
Narne of work Construction of VRB at Ch of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No4
Item No4shy
Supplying hard rnurum at the rod side including conveying and stacking complete
raquo 1) Completed item rate as per DSR 2008-09 7300 Cum
Item No No
--omiddot---middotmiddotmiddotmiddotmiddot--middotmiddot-middotmiddotmiddot-middot----- 2) Additional lead charges for Murum for
x 1 bull _ Cum bullbullbullbull bull bullbull - bull
Total Cum
2) Add VAT 050 Cum
Total Rate I Cum
Say Rate
UjaniCanal Dv No KUeHl
TechnIcally Checked found correct
SectEng r(II) Pump House
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No5
Item No5shy
Supplying soft murum at the rod side including conveying and stacking complete
1) Completed item per DSR 2008-09 7000 Cum Item No 46 Page No
=
Total I Cumr 2) Add VAT 050 - Cum
Total Rate I Cum
SayRate
Ujani CanalSub-De No 33 KUeHl
Executive Engineer MhaisalSctEngr(II)
n
2)
bull __
Additional lead charges for Murum for 2 Km
Tecllnlcllly Checked
bullKulkarni
__
-
1h -
Itz b bull bull
bull
___ _
-J
I J
I _T _
Name of work Construction of VRB at of Hivare - Walekhindi Dy Km No4
RATE ANALYSIS No5
Item No5shy
Supplying soft murum at the rod side including conveying and stacking complete
1) Completed item per DSR 2008-09 7000 Cum Item No 46 Page No
=
Total I Cumr 2) Add VAT 050 - Cum
Total Rate I Cum
SayRate
Ujani CanalSub-De No 33 KUeHl
Executive Engineer MhaisalSctEngr(II)
n
2)
bull __
Additional lead charges for Murum for 2 Km
Tecllnlcllly Checked
bullKulkarni
__
-
1h -
Itz b bull bull
bull
___ _
-J
I J
I _T _
__
-
1h -
Itz b bull bull
bull
___ _
-J
I J
I _T _