ssr 2014-2015
DESCRIPTION
SSR ratesTRANSCRIPT
Office of the Engineer-in-Chief (R&B)Admn, SR, RSW & Bldgs
Errum Manzil :: Hyderabad
Circular Memo No. SSR/ EE( TEG)/ DEE-Vll/ AEE-2 Dated 22-01-2015
Sub:- R&B Department - Schedule of Rates for Road and Bridge Works for theyear 2014-15 Approval of the Committee of Chief EngineersCommunicated - Regarding.
Ref :- 1. G.O.Ms.No.2 Dated 12.01 .2015.2. Minutes of the Meeting of the Committee of the E-inC's/ CE's (R&B)
dt. 20.01 .2015
-x-x-x-
Government of Andhra Pradesh vide GO cited in the reference has ordered
the (R&B) department to adopt the Specifications and Data for Road and Bridge
Works of the Ministry of Road Transport and Highways, GOI with the current SSR's
for speedy and quality execution of the works. Accordingly the Committee of Chief
Engineers vide their meeting held on 20.01 .2015 has accorded approval for the
Common Schedule of Rates for the year 2014-15. A copy of the same is here with
enclosed for necessary action.
Encl: As Above
Fo
vTo,All the E-in-C's and Chief Engineers of R&B DepartmentAll the Superintending Engineers (R&B)Copy to the Superintending Engineer (R&B) D&P wing
ineer-in-Ghief (R&B)n, SR, RSW & Bldgs
Government of Andhra PradeshRoads & Buildings DePartment
COMMON SCHEDULE OF RATESFOR THE YEAR 2014.15
(effective from 7st June, ZOt a)
COMMITTEE OF CHIEF ENGINEERS(R&B)
ROADS & BRIDGE WORKS
INDEX
PART.II
ROAD & BRIDGE WORKS
Description Page No.
From
Preamble
Labour Rates
5. {**n-ty-"ltt-dacr\rf,!5 ?-1 xt
PREAMBLE
I.O AREA ALLOWANCES:
A) CORPORATIONS & MUNICIPALITIES:
a) (i) 25o/o extra over the rates on labour component of works is allowed in all Municipal
Corporation Limits of Andhra Pradesh except Greater Hyderabad,Greater
Visakhapatnam and Vijayawada municipal corporation (Upto a belt of. L2 kms from
Munjcipal Corporation limits) and other corporations as notified by the Government
from time to time.
(11) 40o/o exfta over the rates on labour component of works for Greater Hyderabad ,
Greater Visakhapatnam and Vijayawada Municipal Corporation limits (Upto a belt of
L2 kms from Municipal corporation limits)
b) AIIow 20%o exUa over basic rates on labour component of works in all District
Headquarters and the remaining Municipal limits ( up to a belt of L2 Kms. from
Municipal limits ).
c) For works at Tirumala HiIIs in Chittoor District, 40o/o extra over the basic rates of Iabour
component is allowed.
d) For works at Horsely hills in Chittoor District, 30olo extra over the basic rates of
Iabour component is allowed.
e) For rvorks located inside Tirumala Temple, 20o/o extra over the basic rate of labour
component specified for Tirumala Hills is allowed.
0 For Works located inside T.T.D Temples of Sri Padmavathi Ammavari Temple,
Tiruchanoor, Sri Govindaraja Swamy Temple at Tirupathi, Sri Kapleswara Swamy
Temple, Kapilatheerthm, Tirupathi and Sri Kalyana Venkateswara Swamy Temple,
Srinivasa Mangapuram , 20o/o extra over the basic rates of labour component for
Tirupathi Municipal Corporation is allowed.
B) JArL COMPOUNDS:
20o/o extrais allowed over labour rates for the work in the Jail compounds. Only equivalent
number of Man Mazdoor shall be provided in the Jail premises and no women Mazdoor are
allowed inside.
C) INDUSTRIAL ARf,A:a.20o/o over basic rates on labour component works ailowed for works situated within 1-0 Kms
belt of Industrial area of, Jeedimetla, Lingampally,Ibrahimpatnam, Tandur in Ranga Reddy
District, Ibrahimpatnam, Vuyyuru,Jaggaiahpeta in Krishna District, Macherla, Gurajala,
Challapalli in Guntur District Garividi in Vijayanagaram District, Kothur in Mahabubnagar
Disgict,Patancheru, Ramachandrapur in Medak District, Bibinagar in Nalgonda
District,Ramagundam and Godavarikhani in Karimnagar District, Renigunta in Chittoor)
District and Yerraguntla & Mangampet in Kadapa District, Manchiryal,Mandamarri,
Bellampalli in Adilabad District, Sarpaka, Kothagudem, Paloncha,Manuguru, Singareni
Collieries in Khammam District, Kamalapur, Bhoopalpally of Warangal District, Wadepally of
Nalgonda District, Nagapally(Centenary Colony, Begumpet "X" roads) Takkalapally of
Karimnagar District, Hindupur, Tadipatri, Anantapur, Guntakal, Rayalcheruvu, Yadiki of
Anantapur District and Adoni, Dhone, Cement Nagar, Nandyal, Kurnool, Yemmiganur &
Bethamcherla of Kurnool District ,Anakapaliy of Vishakhapatnam District.
D) AGENCY ITRItsAI., AREAS:
257o extra allowed for the works located with in the interior Agency / Tribal limits, i.e.
for the works located with in & upto16 KMs from any all weather route inside Agency /
Tribal.
40o/o extra allowed for the works located with in the interior Agency / Tribal limits, i'e. for
the works located bevond 16 KMs from any all weather route inside Agency / Tribal.
NOTE: 1. No extra percentage is permissible in respect of Forest produce such as Bamboo, Rellu
grass and for all materials obtained from outside the Agency / Tribal.
2. The extra percentage under Agency / Tribal areas allowance may be allowed on the
labour component and on the labour charges in the rates for conveyance of materials.
3.The extra percentage on cost of materials in Agency / Tribal areas can be allowed on the
labour component only, if they a-re manufactured in the Agency / Tribal areas itself
except Forest produce.
E) GHAT ROADS:
For Ghat Roads steeper than 1 in 20, the length of the road may be taken as l-.5 times the
existing length of the road for the purpose of leads only for conveyance of materials based on the
certificate for the Ghat Road given by the Superintending Engineer concerned.
Foot Note: Under compelling circumstances, the concerned Chief Engineer can adopt the
equivalent length of road as 2 L/z times of actual length.
Note below area allowances:
If more than one area allowance ( such as those ) for (1) Municipalities (2) Agency / Tribal
areas (3) Industrial areas are applicable for a particular situation, only the maximum out of the
allowable percentages is to be allowed.
a)
b)
2.0 WATER LEADS:
The following labour is allowed for conveyance of water for every % Kilometer lead or part
there of over the initial lead of % kilometer.
a) Cement concrete : 1.5 Wornen Mazdoor / Cum'
b) Masonry : 1.0 Woman Mazdoor/ Cum.
c) Plastering : 0.5 Woman Mazdoor/ 10 Sq'm
Note:- For Water leads of over 2 KMs, specific approval of Chief Engineer concerned is necessary'
3.0 EXCAVATION OF TRIAL TIIENCHES, TRIAL PITS ANDEXCAVATIQN IN RESTRICTED PLACES: .
I) EXCAVATION OF TRIAL TRENCHES. TRIAL PITS AND EXCAVATIONIN RESTRICTED PLACES: -
A. TRIAL TRENCHES:
1-) Trial trenches of not more than 2 metres in width ...25% extra
B. TRIAL PITS:
1) Up to 2 Metres dePth 25o/o extra
2) 2 Metres to 4 Metres depth 50% extra
3) 4 Metres to 6 Metres depth 75o/o extra
4) 6 Metres to B Metres depth L000/o extra
5) B Metres to 9 Metres depth L50o/o extra
6) More than 9 Metres depth 200%extra
il) EXCAVATION IN RESTRICTED PLACES:.
I) Foundation of Buildings 75Vo extta
II) For pipe lines where the depth is less 75o/o extra
than 1.5 times the width
III) For pipe lines where the depth is I20o/" extra
1.5 times or more than the width
IV) Silt removal in restricted areas such I20o/o extra
U. T's., Culverts and SYPhons'
V) Excavation of field channels 75Vo extra
VI) For narrow trenches not more than
2 meters in width and dePth not less
than twice the width and for excavation 75o/o extta
of road boundary drains, model sections
of canals.
VIi)High berm cutting of not more than150 mm average thickness and
sectioning for roads
50%o extra
Note: 1) The extra percentage is allowed over rate for corresponding soil. It includes the charges
for all lifts and initial lead but does not include dewatering charges if any in respect of all
the items under ( A) and (B) above.
2) The above extra percentages in respect of excavation in hard rock for restricted places
are to be allowed for (213) rd of the cost and shall not to be allowed in respect of items
involving blasting component which may be taken as 1/3 of the cost.
4.0 Proportion of First class and 2nd class workmen under Skilled Labour:
30o/o of the skilled labour provided in the data may be taken as l-st Class and the remaining
70Yo as 2nd Class.
5.0 Revetment and apron works:
D The size of stone for the volume range ( 0.015 to 0.030 Cum) shall not be less than
(0.30 X 0.30 X 0.15 to 0.30 X 0.225 X 0.225m)
il) The size of stone for the volume range (0.011 to 0.015 Cum) shall not be less than
(0.30 X 0.225 X 0.15 to 0.225X0.225 X 0. 225 m)
The rate of labour component as per the standard data book is to be adopted for
revetment work only. However for apron work Rs. 3.00 per cum. should be
deducted.
m) For the labour for the "Rock Toe" shall be taken as 2/3rd of the labour charges of
revetment as Chief Engineer, Circular No. P3/ OT2lT3l 651'67l7B,Dt 19.03.1980'
6.0 Deep cuts:Deep cuts are defined as reaches of canal where excavation in all soils is for a depth of
excavation Grn ancl more.The following increase over normal rates is permitted in deep cuts on a
graded basis.
D Up to 6 m excavation: The S. S. R. of corresponding classification of
earth work excavation is applicable.il) Beyond 6 m and uP to 9 m excavation
ilI) Beyond 9 m and up to 12 m excavation
IV) Beyond l-2 m and up to l-6 m excavation
V) Beyond 16 m and up to 30 m excavation
VI) Beyond 30 m excavation
il)
- 9o/o extra
- l2%o extra
- 1-5o/o exlra
- 20%o extra
- 40olo extra
NOTE : 1-) The extra percentage is only on basic rate. 2) The above percentage are not applicable
for "LEAftS & LIFTS'. 3) The above extra percentages are to be allowed only on
items excluding the blasting component which may be taken as 1/3 of the rate.
7.0 The ccnveyance of bitumen for bulk and packed may be admitted as follows:
Packed --- Rs. 1-.75per Km/ MT
Bulk --- Rs. 1-.50 per Km/ MT (round the trip)
8.0 SEIGNIORAGE CHARGES:
Seigniorage charges for materials as fixed by the Government in G.O.Ms.No.198 (indusnies
and commerce department), dated 13.08.2009 may be added in the data of rates in the estimate. The
Provision towards Contractor's Profit and Overhead charges should not be operated on the
Seigniorage Charges while adding Seigniorage Charges to the data in the estimate. In case ofrevision, the revised rates as fixed by Mines and Geology Department have to be adopted.
9.0 EARTH WORK EXCAVATION BY MACHINERY:
For items of Earth work excavation by machinery, the rates shall be adopted as per Road &Bridge works (Part-2) of A.P. Revised Standard data.
er-ln-Chief (R&B) Admn., S.R
RSW & Buildings
LABOURRATES
sl.no
S.S
Item
No.
Description Unit (Per) SoRate for20t4-15
Remarks
1 2 3 4 5 6
(A) SKTLLED WORKMENFirst Class
1 a Mason and stone cutter Day 385 As per I&CAD(S.No.39)
2 b Brick Layer Day 385 As per I&CAD(S.No.11)
3 C Carpenter Day 385 As per I&CAD(S.No.4)
4 d Painter Day 440 As per I&CAD(S.No.35)
5 e Plumber Day 440 As per I&CAD(S.No.36)
6 t Welder Day 3Bs As per I&CAD(S.No.41)
gb Fitter Day 385 As per I&CAD
(S.No.6)
B h Electrician Day 440 As per I&CAD(S.No.5)
I 1 Cook Day 360 As per I&CAD(S.No.2)
Other Categorv10 2 Mechanic Day 385 As per I&CAD
(S.No.1-2)
11 3 Rigger Day 385
L2 4 Rigger Syrang Day 385
13 5 Well Sinker Day 385
L4 6 Blaster Day 440 As per I&CAD(S.No.3)
15 3 Barbender Day 450 As per I&CAD(S.No.1)
16 7 Tipper and Heavy Vehicle Driverabove 12 T
Day 440 As per I&CAD(S.No.15)
17 Tanker and medium Vehicledruver (7.5T to 1-2 T)
Day 3Bs
18 Tanker and Light Vehicle driveruD to 7.57
Day 295
19 Wagon Drill Operattor upto 7.5 T Day 385
20 B Lorrv and Heavy Vehicle Driverabove l-2 T
Day 420
2L Road Roller Driver (7.5T to 12
T)Day 385 As per I&CAD
(S.No.27)
22 Road Roller Driver 7.57 Day 295
23 I Tractor Driver above 12 T Day 420
24 Tractor Driver (7.5T to 12 T) Day 385
25 Tractor Driver 7.57 Day 295
Ouerator26 10 Pan Mixer Day 385
27 Concrete Mixer Day 385 As per I&CAD(S.No.1-6)
28 Vibrator Day 385 As per I&CAD(S.No.32)
29 Composer Day 385
30 Jack Hammer Day 3Bs As per I&CAD(S.No.23)
31 Driller Day 440 As per I&CAD(S.No.34)
32 Boring Maistry Day 385
33 11 Pump operator Day 385 As per I&CAD(S.No.24)
34 12 Turner Grade-I Day 385
35 L3 Wireless Operator Day 430 As per I&CAD(S.No.12)
Other Category36 I4 Assistant Wireless Operator Day 345
37 15 Jeep Driver Day 430 As per I&CAD(S.No.15)
Other Categorv
38 1_6 Work Inspector with I.T.Iqualification
Day 440 As per I&CAD(S.No.s)
Other Category
39 T7 Work Inspector with LCE,LN,IE,L. E.E qualification
Day 550 As per I&CAD(S.No.a)
Other Categorv
40 1B Work Inspector with B.E (CivilMechanical and Electricalqualification
Day 735 As per I&CAD(s.No.7)
Other Categorv
4I 19 Work Inspector with Non-technical qualificationSSLC/SSC/HSC
Day 370 As per I&CAD(S.No.10)
42 20 Mason Spl. Grade for Mossaicand Polished shahabad stone floor
Day 385
43 2Ia(i)
Typist/Job Typist Day 430 As per I&CAD(S.No.13)
Other Categorv
a
(ii)Computer operator Day 485 As per I&CAD
(S.No.11)Other Categorv
b "CAD Operator with Diploma inEngineering /General degree withCAD certificate"
Day 600 As per I&CAD(S.No.1a)
Other Categorv
(B) SEMI -SKILLEDWORKMEN
SECOND CLASS
44 1 Mason Day 345 As per I&CAD(S.No.35)
Semi-Skilled45 b Brick Laver and Stone Cutter Duy 345 As per I&CAD
(S.No.35)Semi-Skilled
46 c Carpenter Day 345 As per I&CAD(S.No.a)
Semi-Skilled47 d Painter Day 345 As per I&CAD
(S.No.37)Semi-Skilled
48 e Plumber Day 345
49 f Blacksmith Day 385 (Skitled)
50 ob Welder Day 345
51 h Fit'ler Day 345
52 I Electrician Day 345
53 2 Caulker Day 345
54 4 Tinker Day 345
55 5 Sawyer Day 345
56 6 Brick-Moulder Day 345
57 7 Pot-tile turner Day 345
5B B Pan-tile turner Day 345
59 9 Brick and Lime Kiln man/Glazzer Day 345
60 10 Telephone Operator Day 430 As per I&CAD(S.No.12)
OtherCategorv
61 11 Hand Driller Day 345
62 t2 Quarry Man Day 345
63 13 Hammer Man Day 345 As per I&CAD(S.No.a0)
Semi-skilled64 L4 'fhatcher Day 345
65 15 Fireman Day 345
66 16 Cleaner/Helper Day 345
67 17 Stone Packer Day 345
6B 1B Jawali Day 345
69 19 Ex-Service man/Goorkhawatchman
Day 345
70 20 Ratton Worker Day 345
71 21, Mate Day 345
72 I Head Mazdoor (Mukaddar) Day 345 As per I&CAD(S.No.10)
Semi Skilled(c) UNSKTLLED WORKMEN
73 2 Man Mazdoor Day 295 As per I&CAD(S.No.3)Un-Skilled
10
74 3 Watch Man Day 295 As per I&CAD(S.No.5)Un-Skilled
75 5 Woman Mazdoor Day 295 As per I&CAD(S.No.a)Un-skilled
76 6(b)
Helper/Cleaners/Sweepers/S cavan
g ers/Choukidarsi S ecuritYGuardsiOffice Boys .-
Day 295
77 N"t. t \riL.*ver unskilled workmen are engaged for cleaning ot
sewers & septic Tanks, they may be paid double of the above
wages.(D) OTHER CONVEYANCE ITEMS
7B L Single bullock with driver and
cart
Day 370 As per I&CAD(S.No.6)
Semi Skilled
79 2 Buliock pair with driver Day 390
BO 3 Builock pair with driver and cart Day 39s As per I&CAD(S.No.5 )
Semi Skilled
B1 4 Bullock pair with driver and cart
with pneumatic tyres
Day 420
82 5 Bullock pair driver and kaPila Day Deleted
B3 6 Nava with uew Day 360 As per I&CAD(S.No.3)
Semi Skilled
B4 Punt thundal Day 275
B5 8 Punt lascar Day 275
Note :-Iess than the minimum wages of
schedrrle of emolorrment. subiect to out turn'
2) 25%o extra over the corresponding labour rates m respect
oi the work to be done during night time subject to issue of
certificate accordingly by the concerned estimate sanctioning
authorit.y for providing in the data and by concerned Executive
Engineer in iharge of the work for payment. The night time
allowance is applicable oniy to the works done under Greater
Hyderabab Muncipal Corporation only.
l-A,trc- -
'eEr-ln-Chief (R&B) Admn., S.R
RSW & Buildings
MATERIAL & WORKITEMRATES
L2
RATES OF MATERIAL & WORK ITEM RATES
st.No.
S.S. ItemNo.
DescriptionUnit(per)
SoRate for20t4-15
Remarks
1 2 3 4 J 6
:A) STONE AND ROAIIVIATERIALSROUGH STONEQUARRIED INCLUDINGWEDGING, BREAKING,BURNING, SPLITING.
1 22.a lor R.R Masonary Work (other
han Granite, Dolomite anc
frao')
1 cum 160
II
D,I lur SS 1Ltvelrn*nt worli 'l'Jr-11m
I t:urn 144 As pcr i&CAn(S.No.3) ol
Miscellaneotisiterrrs Material
other: thantovereii under
irri{atiun
b.ii For 5S l{,er,,cfilent work 30[-r1
111
I cttrir 1 ti4 As per Tr-&CAl)
(M0t)3 cfMafer ial)
Material otherilriirr <:overed
under irt'jgatjt;n
4 b.iii For SS Revetment work4S[IIn
1 cum 136
5 C Ieddy Stone above 450 mm t300 mm
1 cum 1-BB
6 dI aterite for revetment 225 mm 1 cum 118
d II. aterite for revetment 300 mm 1 cum 138
B d.iii Sranite for SS revetment 225
IIn1 cum L54
I d.iv lranite for SS revetment 30[nm
1 cum 156
\ote:- Only when other granite
s not available1_0 E Laterite for masonrv 1 cum 1_36
11 F 3yclopean stones above 0.2
tum
1 cum 254
t) L, lt*r R. R..fi,laSr:r:rV wOrkS' granilt:, clolarnitt: and tl'r:l:
,'arie ty)
.i. cuma !'- "'t As per I&CAI)
(hl.14t} ufMater:ial)
Materiai othertJriln covereci
under it'l'igatioit
1.3
13 OTE:- For items 22(a) to 22K
rd 22(g) add extra Rs /cumherever quarrying is done b1
asting
1 cum 70
COURSED RUBBLEJTONE QUARRYINGWEDGING, BREAKINGBURNING AND SPLITTINGFOR SS FIRST SORIWORI(S
L4 23.a lranite. Dolamite and trap 1 cum 262
15 B ior other varieties 1 cum 1BB
16 27 -iranite stone slabs for culverts,iniels and copings (3 facet
lressed coarsed rubbltnasonrv)
1 cum L728
t7 \[OTE: - For items 23(a), 23(bltnd 27 add extra Rs. Pet
3um, wherever quarrying is
lone bv blastine
1 cum 74
1B 28 Bond stones ( 600 x 200 x 20tnm')
each 30
19 B Jhainage stones and Centre
ine stones (750x150x150xmm)each 37
20 31 Demarcation Stones ( 900
t50 x 150 mm)each 70
2L 32.a luard Stones ( 1200 x 200 >
100 mm )each L02
22 B luide Stones ( 800 x 150 x15C
nm)each 70
23 C larving letters and figures ir;tone uD to 100 mm size
each B
24 D 3arving letters and figures iitone above 100 mm size
each 9
I{ARD BROKEN STONE OF
GRANITE, TRAP ANI)DOLERITE FR-EE FROMDUST OBTAINED BIQUARRYING, WEDGINGBREAKING, BURNINGAND SPLITTING
'1r/..1 ,1,i.it 1 cunr 5;ri2 As per i&{lAn
(M050 ofMaterial )(excluding
bl;lsting chi:rgesof Rs.70r'- irutl
tul;rchiner:r'ushirrg
clrarges at'25'%\:
26 lr d* - 1ilnrm size ($5 5) i i:*nr fi1)2 As per 1&(lAn{M{151 r"rf'
l4
Materiat)(ercluding
blasdng cirargesof Rs.70/- and
Machinecrushing
charges af.2\a/a',
'27 C - clo - 1.2mrn size (SS 5) 1 cum 822 As per I&CAD(M052 ofMaterial)(excluding
blasting charges
of Rs.70/- andMachinecrushing
charges af.2\ala'
2B d do - 20mm size ($S 5) I culrr 1036 As per I&CIAD(M053 ofMaterial)(excluding
ila*ing charge:of Rs.70/- nnd
Machinecrushing
:harses of 25Va
2$) e - du - 2l:mn size (S$ 5) I cutn 994 As per I&CAD(M054 ofMaterial)(excluding
biasting char:ges
of Rs.70/- and
Machinecrusiring
charges of 25%.
30 f - clo - 40nun size (SS 5) 1. cunl 62tl As per I&CAII(M055 ofMaterial)(excluding
blasting chargesof Rs"70/- anrl
Machine
I crushinglcharges of 25%
31 a - do - 50mm size (SS 5) 1 cum 456
32 h - do - 60mm size (SS 5) l- cum 4L9
33 I - do - 65mm size (SS 5) l- cum 379
34 - do - 75mm size (SS 5) 1 cum 304
35 k - do - 75 to 100mm size (SS
;)
1- cum 248
36 {OTE:- i1) Add extra Rs. l-
ter cum for items 3'3 {a) to 3ifi.t if the metal is qblqqed h
7{}
15
rle sfing
"t'7 :2) Arid 25%r exlril Pcf t:urrt i{
Jre metal is obtained bY
machine nrlshing erclucliirP
rerst of l.:ilasting"
)5t:%t
3B .3) Deduct Rs. /- Per cum il]re metal or rubble is obtained
from surface stone anc
boulders.
9.90
39 ia) Add Rs. /- Per cum forl
ielection of stones and boulders
from excavated sPoil dumPs foritems 33 a to 33 k, when this
addition of Rs. /- Per Cum is
allowed, deduction of Rs. l-per Cum mentioned under
Note (3) above should
fnvariably be made.
isoFT BROKEN STONEISCREENED AND FREE
F'nOVr DUST
L7
9.9
40 33.1 -do- 40mmsize (SS5) 1 Cum r23
4I 33.m -do- 50mmsize (SS5) 1 Cum 111
42 33.n I -ao- 60mmsize (SS5) 1 Cum 87
43 33.o - do - 65 mm size ( Sll-) 1- Cum 7B
44 33.p -do- T5mmsize (SS5) 1 Cum 73
{ARD BROKEN STONE OFI
]RANITE TRAq)OLERITE AND)OLAMITE FREE FROM)UST OBTAINED BY
f,UARRYING WEDGING'BREAKING, BURNINGq.ND SPLITTING
IQUARTZTTE ANDBASALT WITHAGGREGATE IMPACT OT
LESS THAN 20)
45 33a -do- 2.36 to 5 mm size
IRC&MORTH)1 cum 308
46 b -do- 5 to 7mm size.IRC&MORTH)
1 cum 504
47 C -do- 9.5 to 1L.2mm size
:IRC&MORTH)
1 cum 656
48 d .do- 12mm to L4 mm size ( IRC
rnd MORTH')1 cum 780
49 e 'do- 19 mm to 22 mm sizt'IRC and MORTH )
1 cum 984
50 f -do- 25 mm to 27 mm size
'IRC and MORTH )
I cum 944
51 o -do- 40 mm to 45 mm siz( l- cum 5BB
16
'IDC --.1 l\/fa]PTT{ \1 cum 456
52 h .do- 50 mm to 55 mm size
'IRC and MORTH )-53 I d"- 60 mm to 63 mm size
'Tfl(- "nrl I\/[ORTH )
1 cum 4t9
1 cum 37954 i
J-do- 65 mm size ( IRU ancN/tnDTT{ \
l- cum 30455 k .do- 75 mm size ( IRU anc
VIORTH )
-
1 cum 70 As proposed bY
I&CAD56 1 \OTE:- Add extra Rs. /- PeI
:um for items 33 (a) to 33 0) ilthe metal is obtained b1
uIdsLrrrH,1- cum 25% As proposed bY
I&CAD57 2 \dd 25% extra Per cum lI me
netal is obtained bY machine
:rushing excluding cost ol
1 cum 9.95B 3 )educt Rs. /- Per cum rI thi
netal or rubble is obtainet
[rom surface stones an(L^--tl^*-UULtILTtr
l- cum L7
9.9
59 4 \dd Rs. l- Per cum torl
;election of stones and bouldersl
[rorn excavated soil dumPs forl
Items 33 (a) to 33 (k), when this
addition of Rs. l- Per cum
allowed deduction of Rs' l-
per cum mentioned under note
[3) ubou. should invariablY be
hnade
rANO BROKEN STONE
)THER THAN GRANITE]UCH AS QUARTZ,f,UARTZ-NAPA AND
BASALT SCREENED ANI)DDEE IPr|M DITST
L Cum 38660 33.q An - 1O rnm size (SS 5)
1 Cum 38661 -do- 9.5 mm to l-L'2 mm stze
I ITf.' '-'l I\/ORTI{ \1 Cum 362
62 r l^ - 1J rnrn size (SS 5)1 Cum 362
63 -do- 12mm to 14 mm size ( IKL-".,t n/InpTH \
1 Cum 29364 S 'l^ - ?O rnrn size (SS 5)
1 Cum 29365 .do- 19 mm to 22 mm stz€
'IDr- "-rl I\IIORTH )1 Cum 287
66 T 'l^ - lR rnrn cize f SS 5)l- Cum L70
67 U l^ - 1O rnrn qize f SS 5)1 Cum t70
6B -do- 40 mm to 45 mm sIZ€( TDC .-rl I\IT(-)RTH \
1 Cum 15069 V An - (O rnrn qizc (SS 5)
1 Cum 15070 'do- 50 mm to 55 mm slz€
'IRC and MORTTD-t7
7t 33.w - do - 65 mm size (SS 5) | 1 Cum 142
72 -do- 60 mm to 65 mm sizel l- Cum
IRC and MORTH ) |
t42
73 X do - 75 mm size (SS 5) | 1 Cum t17
74 - ao - 75 mm size ( IRCI 1- Cum
&MORTH) ,
I17
75 Y - do - 75 to l-00 mm sizel 1 Cum
SS 5)
92
76 - do - 75 to l-00 mm ( IRC&I 1 Cum
MORTH)
92
CTHER ITEMS77 33.21 Laterite 40 to 75 mm (.iN 1_01
7B z2 <ankar, hard broken kankar 401 1 Cum
:o75mm(ring) |
75
79 z3 ;oti"g stone of 150 mm size o{ 1 Cum
g,ranite, trap and Dolamitelirari cti cs I
95
BO VOTE,- (1) Add extra for itemsl 1 Cum
-o 33(23) Rs l- Per cum,l
wherever quarrying is done bYl
blasting. (2) Whereve{
conftolled blasting is resorted]
to the Chief Enginee{
concerned shall aPprove thel
bbserved data in suPPon of SSI
item No. 22 a to 22 c , ZZg' Z3 |
70 As proposed bY
I&CAD
B1 z4 otit g stone of 1-50 mm sizel I Cum
ther than granite varietY I
66
82 ,S Fsoting Stone laterite, Kankarl L Cum
h qomm srrrface stone I
4L
B3 ,6 Fieta picked metal unbroker
D0 mm size
L Cum 55
B4 z7 l- do - 25 mm size L Cum 42
85 | zB l- do - 4a mrn-ltze 1 Cum 48
86 | z9 l- do - 50 rnlq i.lze 1 Cum 42
87 | z1'0 l- do - aa .ryq-tize 1 Cum 36
BB I zl l- do - B! ntrr'-:t4 1 Cum 32
B9 NOTE:- Add Rs. /- Per Cum for
selection of stone and boulders from
excavated spoil dumps for items 33 (Q)
TO 33 Z , when this addition of Rs' l'per Cum is allowed, deduction of Rs'
per Cum should invariablY be made
towards the metal or rubbie if it isobtained frotn surface stone and
bouiders.
t7
9CI
".44
"irave I I f,uttt 10,i As per I&{lAl}{h{0fi8 stMa{ei:iai)
91 35a luarry rubbish l- Cum B1
340 As per I&LIAI){51.No.67 nttj) {Hti St*ne {-hiPs 2.3trtnru anc
re low
1 {-,utn
18
Material)
(]ri ,16.* iarrd lr;r: tnortilr, Pl.asl.eriirg.
.:r':iliug r.:r;;tt incluil.ing washing
;crcening etc.,
1 i..lirrn 60fi As per 1&{l,qn{$i"No.2l} r:f
Material)
I.]4 h iaiid for concrete I cunt -{62 As per [&t"],qD(Sl.No.27.a of
Mater:ial)
()q, {l ianrl l'or I'i11'lng and l:rlinclilge 1 Cluni 342 As per l&CAn(Sl.l'io.27.b of
Mtrter:ial)
96 37 Slay for puddle and masonrY
lterns 38 (a) to 39 (h) As Pet
iocal prevailing rates based or
rompetitive quotations.
L Cum 35
iC) LIME AND CEMENT97 10 to 41(c )
As per localrrevailing rates
based oncompetitive
rates
9B 42 lement excluding cost o
rmpty cement bags
1MT Monthly rates
will be
communicatedbv Govt
@ire inclusive of sales tax. 2)As per the rates
rpplicable ro the District. 3) Least of the (1) and (2 ) above may
te allowed 4) The price of cement will be reviewed and fixed on
monthlv hasis and rates will be communicated separately'
99 C 3rinding lime mortar or Surkhj
ror[ar1" Cum 94
100 D ihell lime slaked and screened 1 Cum 940
101 E White cement 1 Kg. 30
r02 (D) MORTARS
103 43 to 45 tems 43 to 45
tE) METAL AND IRONWORKS
1AA ilrl c.teel rnds 6mm dia lMT Monthiy rates
will be
communicatetby Govt
1nq ild steel flats 1- MT
106 dild Steel, Structural Stee
.e., Angles, Channels and
ections.
1MT
r07 igh Yield Strength Deformars/TMT bars
1MT
10R ild steel olates 1MT{OTE'L1-) The rates are inclusive of sales tax' 2)As per
he rates applicable to the District. 3) Least of the (1) and
2 ) above may allowed 4) The prices of steel will be
eviewed and fixed on monthly basis and rates will be
:ommunicated seParatelY.
19
III RATES OF WORKS
.A) CLEARING SITE
109 1.a :teutine heavY Jungle | 1- Sqm 2.90
L10 B lea.i.re lieht Jungle | 1 Sqm 2.60
111 C iG-iltre-s.rubJungle I rsqm 2.60
TL2 D :te.ttttg Juliflora (Prosafis)l I Sqm
lungle including uP-rooting andl
removing of Juliflora stumps. I
3.70
113 2.a.1 @ngPalmyrahl Each
rees including stacking of girthl
30 to 1-00 cm.
19
LI4 Ii - d" - 100 t" 200 cm. I Each 44
115 2.b.I ffi removingl Each
Palmyrah stumps includingl
;tacking of girth 30 to 100 cm. I
46
116 Ii - do - 100 to 200 cm. I Each 48
Ll7 2-i@oving date treesl Each
[ncluding stacking of girth 30 tol
h-oo cm
24
118 Ii i^ - tofl tn ?oo crn I Each 35
ffi removingl Each
;tumps of date trees includingl
;tackinq of girth 30 to 100 cm' I
24119 d.r
r20 Ii - d" - 100 t"200im I Each 30
t2r el @uing otherl Each
<ind of trees including stackingl
rf eirth 30 to 100 cm
30
122 Ii _ d" _ 100 t"r00 cm I Each 46
L23 iii do - above 200 cm Each 75
t24 f.I Jprooting and removinP
;tumps of other kind of trees
Lncluding stacking of girth 30 tc
100 cm.
Each 24
L25 fi - do - 100 to 200 cm Each 33.00
L26 lIl do - above 200 cm Each 41.00
t27 3.a Jprooting and clearing PricklYrear iungle
-
1- Sqm 2.30
t2B B 'do - under 2.5 meters height
ncluding burning and burrYing
rs directed
1 Sqm 3
r29 C .do - over 2.5 meters height
including burning and burrYinP
with an initital lead ol
CONVEVANCC
1 Sqm 3.50
130 4.a lemoving of natchu, goobi,
hooti etc., from drains,
:hannels including clearance ilnot more than l- metre dePth ol
water with an initial lead of Lt
metresand lift of 2 metres.
I Sqm 1.90
131 b.I Clearing alchi, tillaRemcval of Jammu
1 Sq.m 3.80
1 Sq.m 3.30L32 b.ii
20
133 C.I Removal of imponea, cornea 1Sq.m 3.60134 c.ll Removal of water hvacintt
rpto 30 cm thick.1 Sqm 3.70
135 c.ur do - more than 30 cm thick 1, Sq.m 5.00r36 D Lemoval of natchu, goobi,
hooti etc., for every extra leadrr lift over the initial lead or
ifr.
1 Sqm L.40
B) DISMANTLING
5 DISMANTLING,CLEARING AWA1VIATERIALS USEFUL FOFREUSE.
L37 n.(i) Dry rough stone revetment folrprons and stacking within 4(:netres
l- cum 62.50
7 Drilling holes in hard granittrr sheet rock
a) Manuallv ( Hand)138 I 20 mm dia meter 1RM 124139 il 25 mm dia meter 1RM 131t40 llt 16 mm dia meter 1RM 151
L41 b) Pneumatic Compressor
r42 I 20 mm dia meter 1RM 140r43 II 25 mm dia meter 1RM r52t44 iii) 16 mm dia meter 1RM 165
I Grouting the holes with near
:ement slurry excluding cosr
rf steelL45 I 20 mm dia meter 1RM BB
I46 II Z5 mm dia meter 1RM 111
L47 nll J6 mm dia meter 1RM 138
White Washing and Painting,vorhs
T48 AI White washing and colourranding for guard and guidt;tones including cost ol
naterials
each 8.60
I49 BI icreeninq sand and gravel 1 cum 9.30
150 B2 jcreeninq chips and metal l- cum t_6
151 c1_ lemoving and refixingIectometre or Demarcatior;tones
each 11.50
2L
ls ) ROAD WORK ITEMS
F
S
4
tN
Ir̂T
D
t\
rr
t-
F
F
Il
l
ICKTNG OLD METALLEDUTTFACE TO DEPTH OF
0 TO 100 mm SPREADING)LD METAL AND NEW4ETAL SECTTONINGNCLUDING EDGEBUNDS\ND SUBGRADETOLLING, SPREADINGITETAL INCLUDINGTLINDAGE OFGRAVELVATERING WITH ANNITIAL LEAD OF 2
IECTOMETERS ANDIAND ROLLER ( 1.5 TO 2
toNNES) ROLLING ETC.,NCLUDING}ARRICADING,)IVERSION OF TRAFFIC\ND WETTING THE NEW]ONSOLIDATION FOR AFORTNIGHT COMPLETEFor a compact thickness )
1(I) FIARD METAL
r52 A 10 mm thickness | 1"0 sqm 70
153 B ,O -* tttickness I t0 sqm 74
t54 C Z5 mm thickness 10 sqm 80.30
155 D 1"00 mm thickness 1-0 sqm 87
156 I (ii ) iFor compact thickness of sofl
metal)
L57 A i0 mm thickness L0 sqm 53.80
158 B Z5 mm thickness 1"0 sqm 63.90
159 C l-00 mm thickness 1-0 sqm 70.10
5 Ri.kittg old metalled surfac!to a depth of 40 to 100 mml
and spreading meta{
including watering with anl
initial lead of 2 Hectometersl
and rolling with Power rollersl
watering and sPreading
sravel for blindage and
[o*"t roller rolling including
firire charges of Power
Lotler( 8 to 1o T ) barricadingland diversion of raffic and
[wetting the new consolidation
hor u fortnight(for comPactedLL:-l'-o.o ^f )
FIARD METAL1-0 sqm 1_85
160 s (a) t0 mm thick ness
22
i0 mm thick ness 10 sqm 2101_61_ (b)
1-0 gqm 231L62 (c) /5 mm thick ness
1-0 sqm 248.80163 (d) 00 mm thick ness
1-0 sqm 445.40L64 (e) l-50 mm thick excluding nue
:harges/J As per t&CA.t)
({V1.104 ofMaterial) otirer
tlran cover:ed
untlelr irri.g,aticln
r_65: .'*t"rtdfor: MORTF:I clata, loiivorks tif state & national lrigh
ways onlY)
llel Kg
each 1"3 As per I&CAII(M09a of
Material) other
than coverecl
under .i.n igal"ion
166 [,lectr:ic f)etr:natols( t" cl]:
N40RTI{ rJata, for rvorks of
$t.ate & national hi.git w;lvs
only)
Per Litre Rate as Perlocal
competitivequotations
A.s peL l&C,AD(M118 of
Material) otJrer
tlran covered
uncler irrigation
L67 F{ot aPPIied thermoPlasttc
compound(For MORTH data,
for works of state & national
high waYs onlY)
Per Kg 80.30168 teflectionising glass beacls ot z
nm thick(For MORTH data,
or works of state & national
righ ways onlY)196
169 R.oad marking Paint confirminl
:o IS L64(For MORTH data, fo
works of state & national higl
wavs onlY)
Per Kg
5s.30170 n ;Uout charges for laYing
!.i]+^*- -.'itl-' nnrrca 20OfPOAIP.
I cum
1 cum 30.70171 o -abour charges for iaYing rutet
wrLl- cum Deleted
As per I&CA I)
iM072 uf
Material) other
t.Jran cover:ecl
under in:igatiolt
L72 FIv Ash
173 3incling wire lKg /U.UU
\IEW ITEMS included rn tn(c^D 1n1l-1q,
Mtr 8.75t74 uLe_rjPs
r r --l: Mtr 11.00L75 Jg uurlLurrx JLTTPJ
Ltr 69.50t76 r^I
1- sqm 18.00177 lolv sheet 1-25 micronq
t78 Rural water rate 1kl 77.00
Yei-tfi-cniet (R&B) Admn., s.RFor
RSW & Buildings
HIRE CHARGES OF PLANT AND
MACHINERY
24
HIRE CHARGES OF PLANT& MACHNIERY FOR
ROAD & BRIDGE WORKS FOR THE YEAR 201.4.15.
sl.No.
Description UnitSoRate for
20t4-15
Remarks
Machine Activitv1 2 3 4 5 6
1 Dozer( D B0 ) Srreadins Per Hour 2575.60 As perI&CAD(S.No.B)
CuttineCleaning
2 Dozer(D50) SpreadingCuttingCleanins
Per hour 1570.00
3 Mortor Grader Clearine Per Hour 3216.00
Soreading
GSBWMM
HydraulicI:-,xr:avalor
Soil Ordinan' Per Hour 2848.50 As perI&CAD(S.No.52)
Soil h{ar:shv
Soilunsuitable
5 Front end loader SoiI loadine Per Hour 1646.00
Assreeate loading Per Hour6 Tipper- 5.5 Cum Transportation r:{
suil, G$B,WMM,Hot nrix etc
Fer l"h:ut: 922.00 As perI&CAD(S.No.5a)
7 Vibr"ator:v r:oller: B
tfinneIiart]r/Soil, GSB, Per l":l.orn: 2ri78.30 As per
I&CAD(S.No.62)
WMM
TJ Srnooth wireelerlraller B tonne
$r;ilcornpaction.BMcompac{ion
Per [-{our' 114{;.74 As perI&CAD(S.No.s0)
Ll Water tanker BI(ilnlitr e
Waier ti airsiport Per l{r:ur' 877.80 As perI&CAD(S.No.6a)
10 Water tanker 6
KilolitreWater transport 624.00
11 Tractor Pulling Per Hour 415.00
T2 Tractor withrotavator/Grader
Scarifying Per Hour 422.00
13 Tractor with ripperattachment
Scarifying Per Hour 422.00
t4 Air Compressor 5 General DurDose Per Hour 507.50 As oer
25
sl.No.
Description UnitSoRate for
20t4-r5
Remarks
Machine Activitv1 2 3 4 J 6
cmm(electric) I&CAD(S.No.2)
15 Wet mix plant 60
TPHWet mix Per Hour 1646.00
16 Mechanical broomHvdraulic
Surface cleaning Per Hour 357.00
L7 Bitumen PressureDistributor
Applying bitumentack coat
Per Hour 1"498.00
1_B Emulsion PressureDistributor
Applyingemulsion tack coat
Per Hour 860.00
L9 Hot mix Plant -120 I'PH capacity
DBM/BM/SDC Per Hour 28175.00
/Premix20 Hot mix Plant -
100 TPH capacitY
DBM/BM/SDC Per Hour 24171.00
/Premix
21 Hot mix Plant - 60
TPH capacityDBM/BM/SDC Per Hour 21668.00
/Premix
22 Hot mix Plant - 40
to 60 TPHcapacity
DBM/BM/SDC Per Hour 191-20.00
/Premix
23 Paver FinisherHydrostatic withsensor control 100
TPH
DBM/BM/SDC Per Hour 3059.51
/Premix
24 Paver finisherMechanical 100
Paving of WMM,paving of DLC
Per Hour 2249.00
25 Hydraulic ChipSnrcader
Surface dressing Per Hour 2567.00
26 Tandem Roadroliei'
Rolling ofAsohaltic surface
Per Hour 1646.00
27 Pneumatic Roadroller
Rolling ofAsphaltic surface
Per Hour 1283.00
28 Pot-Hole repairmachine
Repair of pot-holes
Per Hour 845.00
29 Bitumen boiler oilfired
Bitumen SpraYing Per Hour 209.00
30 GSB Plant 50
Cum
Producing GSB Per Hour 11_43.00
31 Mastic Cooker Mastic wearingcoat
Per Hour 65.00
32 Batching andMixing Plant (a)
30 Cum capacity
Concrete mixing Per Hour 1231.90
(b) 15 - 20 Cumcapacity
Concrete mixing Per Hour 1041.60 As perI&CAD(S.No.10)
26
sl.No.
DescriptionUnit
SoRate for20I4-15
Remarks
Machine ActivitvI 2 3 4 J 6
'Iransit n:.i..qer Transportation ufconcrete mix
Ptir Hclur 1i141 " 10 As perI&CAD(S.No.1)
34 Concrete pump ot45 and 30 cum
Pumping ofConcrete
Per Hour 803.00
35 Cranes(a) B0 tonnes Lifting purpose Per Hour rr7r.00ft) 35 tonnes 79t.00(c) 3 tonnes 352.00(d)Crane with grabbucket 0.75 cum
Well foundation Per Hour 2160.00
(e)Crane with grabbucket 1 cum
Well foundation Per Hour 3532.00
?fi Concrete bucket1.5{} cum
F'r:r: pouringq.:oncrete
Per ll:loun: I5.80 As perI&CAD(S.No.1a)
37 Kerb castingmachine
Kerb making Per Hour 311.00
JU
Ctlncrete mixerConcret* rrrixing, Per Huur 453.00
(a)t).28 r:um As perI&CAD(S.No.1B)
ft) l-.0 cum Concrete mixing Per Hour 649.0039 Piling rig with
bantonite pump0.75 m dia ro 1.20m dia boringattachment
Per Hour 5475.00
40 Concrete paverfinisher with 40HP motor
Paving of concretesurface
Per Hour 2900.00
4I Integrated stonecrusher
Crushing of spalls1OO TPH
Per Hour 8712.00
Crushing of spalls2OO TPH
Per Hour 18369.00
42 Pre stressing jackwith pump andACCCSS
Stressing of steel
wires/ stands
Per Hour 141.00
43 Generator250 KVA Generation of
electric energyner hour 1850.00
125 KVA oer hour 1_320.00
1OO KVA per hour 1126.00
27
st.No.
DescriptionUnit
SoRate for2014-LS
Remarks
Machine Activitv1 2 3 4 5 6
30 KVA per hcrur 86i.70 As perI&CAD
(S.No.23)
44 Pneumatic sinkingof P1ants
Pneumatic sinkingof wells
Per K.m. 56.00
4tr.'t\.J li"uck 5.5 cunr per
-1.0 t.ol-rnes
fu1 ilt.er:i.i,ll trilnsiport Per Km. 889.40 As perI&CAD
(S.No.58)
46 Road markingMachine
Road marking Per Hour 111.00
47 Mobile slurry sealequiDment
Mixing and layingslurrv seal
Per Hour 1126.00
48 Plate compacter For compacting inmedians
Per Hour 48.00
49 Driiling equipnrent For drilling Per Hour 819"70 As perI&CAD
(S.No.22)
Note:The above hire harges of machinery & plant includes crewoils,conveyance ofmachinerv to site and qLIl other incidental charges.
eer-ln-Chief (R&B) Admn., S.R
RSW & Buildings
B
28
CONVEYANCE CHARGES
Notes: 1. No loading or unloading chaiges
Conveyance Charges of Material - Common SoR 2or4-tsA. (LEAD) CONVEYANCE CHARGES FOR MATERIALS BY HEAD LOAD
FOR THE YEAR: 2014-15
Sl No.Total distance
( Total lead includes initiallead )
Earth / Sand /Gravel/ Munum/ LimelSurki/ Size stone /Cut stone Rubble /Coarse aggregateRs/Cum
Cement /Reinforce-ment steelStr steelRs / tonne
PCC slab/Shahbad slab /CC block/ BSslablLate-rite IWood Rs /cum
I 2 3 4 5
I
Total lead up to 50 m(covered by item rate) initial lead initial lead initial lead
L Total lead up to 100 m 48.00 28.00 61.10J Total lead up to 150 m 96.10 s6.1 0 r22.30
l. No loading or unloadins charses are admissihle for c tnveyance by head load.2. For total lead exceeding 150 m conveyance charges by mechanical means only shall be
adopted irrssBesllte of mode of convevance.Note: The lead and lift charges are inclusive of L4o/o Contractor Profit and Over Head Charges
and as such the same may be deleted while calculating conveyance component.B.( LEAD) CONVEYANCE CHARGBS FOR MACHINERY PER.KTLC'iliB-TEiT.F-uR
TRANSPORTING MATERIALS BY TIPPERS AND TRUCKS EXCLUDING LOADING.UNLOADING AND IDLE HIRE CHARGES OF MACHINERY
FOR THE YEAR: 2014-15( No loading and unloading charges allowed for machinery loading and unloading )
Note: The lead an-d tift charges are inclusive of !4o/o contracton profit.and over Head chargesand as such the same may be aeleted *nir" ""r"ui.line Jonrr"yance component.
SINo. Distance
(Lead)charges fortrucks andtippers forEarth / SandlGravel IMurrum/Limel Surki/per cu.meter
(Lead) charges
for trucks andtippers forRubble/Sizestones/ CutStones/ Coarse
aggregate percu.meter
(Lead) charges fortrucks and tippersfor CemenV Steel/RCC polesl AC &GI sheets/ Packedmaterials/tonne
(Lead)charges fortrucks andtippers percu.meterfor PCCslabs/Shahabadslabs/ CC &Lateriteblocks/Wood/ cum
(Lead)chargesfortrucksand
tipperspercu.meterwaterl10
(Lead)charges fortrucksper 1000nos. ofbricks
I 2 3 4 3 6 7 8
I Lead up to I km 31.s0 30.40 19.00 44.70 18.80 i0.702 Lead up to 2 km 44.t0 42.60 26.60 62.60 26.30 1.003 Lead up to 3 km s8.90 s8.90 36.80 86.60 3s.00 )4.604 Lead up to 4 km 7t.50 7t.50 44.70 105.10 42.50 114.905 Lead up to 5 km 84.10 84.1 0 s2.60 r23.70 s0.00 r35.20
6
for Every kmbeyond 5 km up to30 km 12.60 12.60 7.90 18.50 7.50 20.30
7
for Every km beyond30 km 10.50 10.50 6.60 15.50 6.30 16.90
21
Conveyance Charges of Material - Comrnon SoR 2or4-rs
C. LOADING AND UNLOADING CHARGES BY MANUAL MEANSidle hire charges of trucks are not added
Sl No. Description of item
Earth ISand/GravelMunum/ /Surki/
Rs / cum
Rubble/ sizestone/ cutstone/Coarseaggregate,Lime inRs/cum
cement inRs/tonne
steel inRs./tonne
brickworkRs/1000No
I 2 3 4 6 71 Loading 16.00 32.00 52.80 63.30 44.002 Unloading 8.00 16.00 s2.80 63.30 44.00
The lead and lift charges are.inclusive of 14o/o Contractor Profit and Over Head Chargesand as such the same may be deleted while calculating conveyance component.
D. LOADING AND UNLOADING CHARGBS BY MANUAL MEANS(including idle hire charges of trucks)
Sl No. Description of item
Earth ISand
/GravelMunum/ /
Surki/
Rs / cum
Rubble/ sizestone/ cut
stone/Coarse
aggregate,Lime inRs/cum
cement inRs/tonne
steel inRs./tonne
brickwork
Rs/1000No
I 2 3 4 J 6 7I Loading 108.20 t24.20 1s4.20 164.70 211.302 Unloading 38.60 62.r0 t54.20 164.70 211.30
Note: The lead & lift charges are inclusive of l4%o Contractor Profit and Over Head charges.
E.LOADING AND UNLOADING CHARGES BY MECHANICAL MEANS(including idle hire charges of trucks)
Sl No. Description of item
Earth ISand/GravelMurrum/ /Surki/
Rs / cum
Rubble/ sizestone/ cutstone/Coarseaggregate,Lime inRs/cum
I 2 3 4I Loading 52.s0 10s.002 Unloadine 1s.90 15.90
Notel The lead and lift charges are inclusive of L4olo contractor profit and over Head charges andas such the same may be deteted while calculating "o;*r"yance
component
' gto
ConveyanceCharges of Material - Common SoR zot4-Ls
F.LIFTCHARGESFORMATERIALSBYHEADLOAD
SI
No.
Total lift( Total lift includesinitial lift )
Earth / Sand
/GravelMunum/ Lime/SurkiiSize stone / CutstoneRubble / CoarseaggregateRs / cum
Cement /Reinforce-ment steel
Str steelRs / tonne
PCC slab/Shahbadslab / CCblock/ BSslab / Laterite/ WoodRs / cum
I ) 3 4
1
Total lift up to 3 m(covered by item rate) Initial lift Initial lift Initial lift
2
foinvery 1.00 Liftbeyond initial lift of 3
meters s.60 4.10 7.50
Note: The lead and lift charges are inclusive of t4o/o Contractor Profit and Over Head Charges
and as such the same may be deleted while calculating conveyance component.
eer-ln-Chief (R&B) Admn., S.R
RSW & Buildings
-. 3l