karbai link road strength in 1.00 km p.c. seal coat-1

8/4/2019 Karbai Link Road Strength In 1.00 Km P.C. Seal Coat-1

1/62

Determination of Crust thickness1- Total No. of Commercial vehicle per day C.V.P.D. B.B. Road to Karvai link road in Km. 1 as

per last cenus (in 12/2010) P = 38

2- Soaked CBR of sub-base grade is approximate = 4%

3- Vehicle Damage Factor = 3.50 (Standard axles per commercial Vehicle)

4- Design Life - 15 Year

5- Distribution Factor (Para 3.3.5) = 0.075

6- Traffic growth rate as per IRC 37-2001 is r = 7.5%

The traffic in the year of completion is estimated using the following formula.

A = P(1+r)n

= 38 (1+0.075)3

= 47.21

Say 47.20

7- Computation of design traffic.

N = 365[(1+r)n

- 1] A D Fr

Where N = The cumulative number of standard axles to be catered for in the

design in terms of m.s.a.

A = Initial traffic in the year of completion of consumption in terms of the

number of commercial vehicles per day.

D = Lane distribution factor (As explained in IRC 37-2001 in Para 3.3.5)

F = Vechicle damage factor

N = Design life in years.

r = Annual growth rate of commercial vehicles (for 7.5% annual growth rate r=

N = 365[(1+0.075)15

-1] 38.00 0.75 3.50

0.075

= 3940668.67

= 0.99 m.s.a

CBR = 4%

DesignPavement Design (Flexible Pavement)


2/62

1.24

47.21

47.20

1.075

2.96

1.96

714.9902338

74376.86

991691.45


3/62

UP DN UP DN UP DN UP DN UP DN UP DN UP DN1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21

1 12-01-11 Km-1 12 10 3 2 6 5 25 24 20 18 10 11 1200 1210 2556 146 38

213-01-11 Km-1

11 122 1

8 6 20 21 21 20 15 12 1280 12852714 149 40

314-01-11 Km-1

12 104 3

4 5 22 23 22 20 12 14 1275 12702696 151 38

415-01-11 Km-1

10 123 4

5 4 25 26 23 21 13 15 1225 12282614 161 38

516-01-11 Km-1

9 113 2

6 6 24 25 22 23 15 13 1265 12702694 159 37

617-01-11 Km-1

12 144 1

5 4 23 24 18 20 11 10 1240 12302616 146 40

718-01-11 Km-1

13 122 2

4 3 25 20 20 18 10 9 1245 12152598 138 36

Avg. 2641 150.00 38

Junior Engineer Assistant Engineer Executive Engineer

P.D. P.W.D. Banda P.D. P.W.D. Banda P.D. P.W.D. Banda

Cycle/MotorCycle/Scooter

P.C.UTractorWith

trolly

Buses Trucks Car/Van/Jeep/Temp

o

BandaBaberu

RoadtoKarvaiLinkRoad

Site Traffic Data

TotalMotaris

edexcept

C.V.P.D.

SI.No.

Name ofRoad

Date ofTraffic

Census

Location/Chainage

BullockCarts

Tanga

\\vboxsrv\conversion_tmp\scratch9363\68719 436.xls.ms_office


4/62

Rate Amount Rate Amount Rate

1 2 4 3 5 6 3 5 6 3 51 Laying and consolidation of 2.36 mm

Stone dust coat 22.5 cm thick loose

including hire and fuel charges of

road roller. Unit - 1 cum

(i) Collection of 2.36 mm stone dust Cum 1.00 596.60 596.60 1.00 601.10 601.10 1.00 605.60

(iii) Water Allowance. (S.I. 757. P, 81) Cum 0.25 25.00 6.25 0.25 25.00 6.25 0.25 25.00

(iii) Labour Charges Including Road Roller. hrs. 1.00 25.00 25.00 1.00 25.00 25.00 1.00 25.00

627.85 632.35

Loose rate 1 cum, /0.97 647.27 L-rate /0.97 651.91 L-rate /0.97

Compacted Rate 1.33 860.87 C-Rate 1.33 867.04 C-Rate 1.33

Qty. K

dk;Z dk uke %& 3054 jk0l0fu0 ds vUrxZr ckank&ccs: jk0 ek0 la0 92 ds fdeh0 1

nka;h rjQ djobZ lEidZ ekxZ ds lqn`


5/62

Amount

6

605.60

6.25

25.00

636.85

656.55

873.21

. 3

ls


6/62

S.N. ITEM Amount

1 cement concrete with 20 mm gauge stone ballast(Machine Broken),coarse sand o 1.25 to 3.5 F.M. and

cement in proportion of 1:1.5:3 foundation and under floors,including s/o all materials,labour and t&p etc.rquired for prper competion of the work

Rate as per |S. o.r No.279 3330.00

add extra cost of cement(225-210)x6.74 101.10

add extra cost of cement(8.68-6.74))x225 436.50

Deduct Van kar for grit(57x0.85) -48.45

Deduct Van kar for sand(57x0.425) -24.23

Add extra cartage H.Q. to side (13-8) (173.60-139.00) 34.60

Deduct rayality Grit (68x10%+68x4%)x0.85 -8.57

Deduct rayality Sand (32x10%+32x4%)x.425 -2.02

Total 3818.94

Say 3819.002 cement concrete with 40 mm gauge stone ballast(Machine Broken),coarse sand o 1.25 to 3.5 F.M. and

cement in proportion of 1:6:12In foundation and under floors,including s/o all materials,labour and t&p etc.

rquired for prper competion of the workRate as per |S. o.r No.273 2300.00


Deduct Van kar for grit(57x1) -57.00



Deduct rayality Grit (68x10%+68x4%)x1 -9.52

Deduct rayality Sand (32x10%+32x4%)x0.48 -2.15

Total 2272.32Say 2272.00

4 Sand filling inplinth including supply of sand from a distance not excluding 8 km from the site of work &

including watering , dressing etc.Rate to including cost of all materials, labour and tools & Plants etc.

Required for proper completion of the work.Rate as per |S. o.r No.279 510.00

Deduct Van kar for sand(57x1) -57.00


Deduct rayalty Sand (32x10%+32x4%)x1 -4.48

Total 483.12

Say 483.00

5 Ist class brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of allmaterial, labour,curing and T&P etc required for proper completion of the work

Rate as per |S. o.r No.305 2656.00


Add extra cost of brick (3800-3300)x460/1000 230.00



Deduct rayality Sand (32x10%+32x4%)x0.27 -1.21

Total 3130.92

Say 3131.00

Analysis of Ratedk;Z dk uke %& 3054 jk0l0fu0 ds vUrxZr ckank&ccs: jk0 ek0 la0 92 ds fdeh0 12 ls nka;h rjQ djobZ

lEidZ ekxZ ds lqn`


7/62

CRC Month - 01-03-2011

1. Bulk Bitumen V.G.-10 Grade From Mathura

a Cost at Mathura Refinery Rs. 27470.00

b Basic Excise @ 14% Rs. 3845.80

c A/R Education Cess @ 3% Rs. 115.37

Total 31431.17 3928.8968

d Delivery Assistance 497 x 2 x 1.80 Rs. 1789.20

Factory of Mathura = 5 Km. 35360.07Mathura to Banda = 457 Km. 353.60

Banda to Baberu Mid = 35 Km.

Total 33220.37

Say Rs. 33220.40

1. Bulk Bitumen V.G.-30 Grade From Mathura



c A/R Education Cess @ 3% Rs. 116.72Total 31797.32 3974.6648


Factory of Mathura = 5 Km. 35771.98

Mathura to Banda = 457 Km. 357.72

Banda to Baberu Mid = 35 Km.

Total 33586.52

Say Rs. 33586.50

1. Bulk Bitumen CRMB-55 Grade From Mathura



c A/R Education Cess @ 3% Rs. 118.07

Total 32165.75 4020.72


Factory of Mathura = 5 Km. 36186.47

Analysis of Rate


8/62

\\vboxsrv\conversion_tmp\scratch9363\68719436.xls.ms_office

Kacha

Pacca

Total

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

1 Kabrai 244.00 68.00 176.00 1 42 43 324.50 0.00 568.50 0.00 17.60 3.50 589.60 7.04 596.64 596.60 734.90

2 Kabrai 244.00 68.00 176.00 1 43 44 329.00 0.00 573.00 0.00 17.60 3.50 594.10 7.04 601.14 601.10 738.90

3 Kabrai 244.00 68.00 176.00 1 44 45 333.50 0.00 577.50 0.00 17.60 3.50 598.60 7.04 605.64 605.60 742.90

1 Bhartkoop 264.00 68.00 196.00 1 70 71 440.00 0.00 704.00 0.00 19.60 3.50 727.10 7.84 734.94 734.90

2 Bhartkoop 264.00 68.00 196.00 1 71 72 444.00 0.00 708.00 0.00 19.60 3.50 731.10 7.84 738.94 738.90

3 Bhartkoop 264.00 68.00 196.00 1 72 73 448.00 0.00 712.00 0.00 19.60 3.50 735.10 7.84 742.94 742.90

1 Kabrai 634.00 68.00 566.00 1 42 43 324.50 -32.45 958.50 0.00 0.00 0.00 958.50 0.00 958.50 958.50 1189.00

2 Kabrai 634.00 68.00 566.00 1 43 44 329.00 -32.90 963.00 0.00 0.00 0.00 963.00 0.00 963.00 963.00 1193.00

3 Kabrai 634.00 68.00 566.00 1 44 45 333.50 -33.35 967.50 0.00 0.00 0.00 967.50 0.00 967.50 967.50 1197.00

1 Bhartkoop 749.00 68.00 681.00 1 70 71 440.00 -44.00 1189.00 0.00 0.00 0.00 1189.00 0.00 1189.00 1189.002 Bhartkoop 749.00 68.00 681.00 1 72 73 444.00 -44.40 1193.00 0.00 0.00 0.00 1193.00 0.00 1193.00 1193.00

3 Bhartkoop 749.00 68.00 681.00 1 74 75 448.00 -44.80 1197.00 0.00 0.00 0.00 1197.00 0.00 1197.00 1197.00

1 Kabrai 634.00 68.00 566.00 1 42 43 324.50 -32.45 958.50 0.00 0.00 0.00 958.50 0.00 958.50 958.50 1214.00

2 Kabrai 634.00 68.00 566.00 1 43 44 329.00 -32.90 963.00 0.00 0.00 0.00 963.00 0.00 963.00 963.00 1218.00

3 Kabrai 634.00 68.00 566.00 1 44 45 333.50 -33.35 967.50 0.00 0.00 0.00 967.50 0.00 967.50 967.50 1222.00

1 Bhartkoop 774.00 68.00 706.00 1 70 71 440.00 -44.00 1214.00 0.00 0.00 0.00 1214.00 0.00 1214.00 1214.00

2 Bhartkoop 774.00 68.00 706.00 1 72 73 444.00 -44.40 1218.00 0.00 0.00 0.00 1218.00 0.00 1218.00 1218.003 Bhartkoop 774.00 68.00 706.00 1 74 75 448.00 -44.80 1222.00 0.00 0.00 0.00 1222.00 0.00 1222.00 1222.00

ROAD METAL RATES

dk;Z dk uke %& 3054 jk0l0fu0 ds vUrxZr ckank&ccs: jk0 ek0 la0 92 dsfdeh0 12 ls nka;h rjQ djobZ lEidZ ekxZ ds lqn`


9/62


Kacha

Pacca

Total

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

ROAD METAL RATES



10/62


Kacha

Pacca

Total

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

ROAD METAL RATES



11/62

Quantity Rate Rs

5.10 511 Open - Graded Premix Surfacing

Providing, laying and rolling of open - graded premix surfacing of 20 mm

thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration

grade bitumen or cut-back or emulsion to required line, grade and level to serve

as wearing course on a previously prepared base, including mixing in a suitable

plant, laying and rolling with a smooth wheeld roller 8-10 tonne capacity finished

to re uired level and rades.Unit = sqm

Taking output = 10250 sqm (205 cum)

Case - II: Open-Graded Premix Surfacing using cationic Bitumen Emulsion

Unit = sqm

Taking output = 900 sqm (24.3 cum)

a) Labour

Mate day 0.800 110.00

Mazdoor day 18.000 100.00

Mazdoor skilled day 2.000 100.00

Total (A)

b) Machinery

Concrete mixer 0.4/0.28 cum capacity hour 6.000 150.00

Smooth wheeled steel roller 8-10 tonne hour 6.000 297.00

Total

Add 40% for excalation on (b) for year 2010

Total (B)

c) Material

Cationic Bitumen VG-10 @ 21.50 kg per 10 sqm tonne 1.940 33220.40

Crushed stone aggregates 13.2 mm to 5.6 mm @ 0.27 cum per 10 sqm cum 24.300 1153.50

Total (C)

Total (A+B+C)

D Site accomodation, Office, site super vision and

Estabilisment, drawings and stationary [email protected]%on (a+b+c)

ii) Traffic control, watch and ward, sundries@1%on (a+b+c)

iii) Insurance @ 0.50% on (a+b+c)

dk;Z dk uke %& 3054 jk0l0fu0 ds vUrxZr ckank&ccs: jk0 ek0 la0 92 d

12 ls nka;h rjQ djobZ lEidZ ekxZ ds lqn`


12/62










Unit = sqm


a) Labour

Mate day

Mazdoor day

Mazdoor skilled day

b) Machinery

Concrete mixer 0.4/0.28 cum capacity hour

Smooth wheeled steel roller 8-10 tonne hour

Add 40% for excalatio

c) Material

Cationic Bitumen VG-10 @ 21.50 kg per 10 sqm tonne

Crushed stone aggregates 13.2 mm to 5.6 mm @ 0.27 cum per 10 sqm cum





dk;Z dk uke %& 3054 jk0l0fu0 ds vUrxZr ckank&ccs: jk0



13/62










Unit = sqm


a) Labour

Mate day

Mazdoor day

Mazdoor skilled day

b) Machinery




c) Material










14/62










Unit = sqm


a) Labour

Mate day

Mazdoor day

Mazdoor skilled day

b) Machinery




c) Material










15/62










Unit = sqm


a) Labour

Mate day

Mazdoor day

Mazdoor skilled day

b) Machinery




c) Material

Cationic Bitumen VG-10 @ 21.50 kg per 10 sqm tonneCrushed stone aggregates 13.2 mm to 5.6 mm @ 0.27 cum per 10 sqm cum








16/62

Quantity Rate Rs Amount Rs

5.1 513 Seal Coat

Providing and laying seal coat sealing the voids in a bituminous

surface laid to the specified levels, grade and cross fall using Type A

and B seal coatsUnit = sqm


(i) Case - I :Type A

a) Labour

Mate day 0.240 110.00 26.40Mazdoor day 6.000 100.00 600.00

Total (A) 626.40

b) Machinery

Hydraulic self propelled chip spreader hour 6.000 1700.00 10200.00

Tipper 5.5 cum capacity hour 6.000 200.00 1200.00

Front end loader 1 cum bucket capacity hour 6.000 520.00 3120.00

Bitumen pressure distributor @ 1750 sqm per hour hour 6.000 692.00 4152.00

Smooth wheeled roller 8 -10 tonne weight hour 6.000 297.00 1782.00

Total (B) 20454.00

Add 40% for excalation on (b) for year 2010 8181.60

Total (B) 28635.60

c) Material

Bitumen VG-10 @ 9.80 kg per 10 sqm tonne 10.050 33220.40 333865.02

Crushed stone chipping of 6.7 mm size defined as 100 per

cent passing 11.2 mm sieve and retained on 2.36 mm sieve

a lied 0.09 cum er 10 s m

cum 92.250 728.50 67204.13

Total (C) 401069.15

Total (A+B+C) 430331.15


Estabilisment, drawings and stationary [email protected]%on 10758.28

ii) Traffic control, watch and ward, sundries@1%on (a+b+c) 4303.31

iii) Insurance @ 0.50% on (a+b+c) 2151.66

4% VAT on Cost of Material

dk;Z dk uke %& 3054 jk0l0fu0 ds vUrxZr ckank&ccs: jk0 ek0 la0 92 ds fdeh0 12 ls



17/62

5.1 513 Seal Coat

Provid ing and lay ing seal coat seal ing the voids in a bituminous





a) Labour

Mate dayMazdoor day

b) Machinery

Hydraulic self propelled chip spreader hour

Tipper 5.5 cum capacity hour

Front end loader 1 cum bucket capacity hour

Bitumen pressure distributor @ 1750 sqm per hour hour

Smooth wheeled roller 8 -10 tonne weight hour

Add 40% for excalati

c) Material

Bitumen VG-10 @ 9.80 kg per 10 sqm tonne




cum


Estabilisment, drawings and stationary [email protected]%on




dk;Z dk uke %& 3054 jk0l0fu0 ds vUrxZr ckank&ccs: jk0 ek



18/62

5.1 513 Seal Coat

Providing and laying seal coat sealing the voids in a bituminous





a) Labour

Mate dayMazdoor day

b) Machinery

Hydraulic self propelled chip spreader hour

Tipper 5.5 cum capacity hour


Bitumen pressure distributor @ 1750 sqm per hour hour

Smooth wheeled roller 8 -10 tonne weight hour


c) Material

Bitumen VG-10 @ 9.80 kg per 10 sqm tonne




cum


Estabilisment, drawings and stationary [email protected]%on







19/62

Qty. Rate Amount

1 2 3 4 5 6

Granular Sub-Base with Coarse Graded MaterialConstruction of Granular sub base by providing coarse graded material, spreading

in uniform layer with motor grader on prepared surface mixing in place method with

rotavator at O.M.C. and compacting with vibratory rol ler to achieve the desired

density, complete as per clause 401.

Unit = cum

Taking output = 300 cum

a) Labour

Mate day 0.40 110.00 44.00

Mazdoor Sckilled day 2.00 100.00 200.00

Mazdoor day 8.00 100.00 800.00

Total 1044.00

b) Machinery

Motor grader 110 HP @ 50 cum per hour hour 6.00 1545.00 9270.00

Vibratory roller 8-10 tonnes hour 6.00 994.00 5964.00

Water Tanker hour 3.00 200.00 600.00

Total 15834.00

Add 40% for excalation on (b) for year 2010 6333.60

22167.60

c) Material

For Grading I materialvolume of aggregate as per MORTH=384 cum

So Taken lowest Qty. i.e. 384.00 cum.

40 mm. M.B. @ 40% cum 153.60 958.50 147225.60

19 mm. grit @ 25% cum 96.00 1238.50 118896.00

10 mm. grit @ 20% cum 76.80 1153.50 88588.80

2.36 mm/Stone dust @ 15% cum 57.60 568.50 32745.60

387456.00

Cost of Water K.L. 18.00 210.00 3780.00

Total 391236.00

Total (a+b+c) 414447.60d i) Site accomodation, Office, site super vision and

Estabilisment, drawings and stationary [email protected]%on (a+b+c) 10361.19

ii) Traffic control, watch and ward, [email protected]%on (a+b+c) 2072.24

iii) Insurance @ 0.25% on (a+b+c) 1036.12

iv) Sale Tax/ Trade Tax/ woks contract Tax are service Tax etc @ 4% on cost

of Material


40 mm. M.B. @ 40% cum 153.60 566.00 86937.60

19 mm. grit @ 25% cum 96.00 846.00 81216.00

Km. 1

dk;Z dk uke %& 3054 jk0l0fu0 ds vUrxZr ckank&ccs:

k0 ek0 la0 92 ds fdeh0 12 ls nka;h r Q d obZ lEidZ

Analysis of Rate

Sl.

No.

Item of Work Unit


20/62

1 2 3



rotavator at O.M.C. and compacting with vibratory roller to achieve the desired


Unit = cum


a) Labour

Mate day

Mazdoor Sckilled day

Mazdoor day

b) Machinery

Motor grader 110 HP @ 50 cum per hour hour

Vibratory roller 8-10 tonnes hour

Water Tanker hour


c) Material



40 mm. M.B. @ 40% cum

19 mm. grit @ 25% cum


2.36 mm/Stone dust @ 15% cum

Cost of Water K.L.

d i) Site accomodation, Office, site super vision and


ii) Traffic control, watch and ward, [email protected]%on (a+b+c)



of Material


40 mm. M.B. @ 40% cum




Analysis of Rate

Sl.

No.

Item of Work Unit

Qty. Rate Amount

4 5 6

0.40 110.00 44.00

2.00 100.00 200.00

8.00 100.00 800.00

Total 1044.00

6.00 1545.00 9270.00

6.00 994.00 5964.00

3.00 200.00 600.00

Total 15834.00

6333.60

22167.60

153.60 963.00 147916.80

96.00 1243.00 119328.00

76.80 1158.00 88934.40

57.60 573.00 33004.80

389184.00

18.00 210.00 3780.00

Total 392964.00

Total (a+b+c) 416175.60

10404.39

2080.88

1040.44

153.60 566.00 86937.60

96.00 846.00 81216.00

Km. 2


21/62

1 2 3



rotavator at O.M.C. and compacting with vibratory roller to achieve the desired


Unit = cum


a) Labour

Mate day


Mazdoor day

b) Machinery

Motor grader 110 HP @ 50 cum per hour hour

Vibratory roller 8-10 tonnes hour

Water Tanker hour


c) Material



40 mm. M.B. @ 40% cum



2.36 mm/Stone dust @ 15% cum

Cost of Water K.L.



ii) Traffic control, watch and ward, [email protected]%on (a+b+c)



of Material


40 mm. M.B. @ 40% cum




Analysis of Rate

Sl.

No.

Item of Work Unit

Qty. Rate Amount

4 5 6

0.40 110.00 44.00

2.00 100.00 200.00

8.00 100.00 800.00

Total 1044.00

6.00 1545.00 9270.00

6.00 994.00 5964.00

3.00 200.00 600.00

Total 15834.00

6333.60

22167.60

153.60 967.50 148608.00

96.00 1247.50 119760.00

76.80 1162.50 89280.00

57.60 577.50 33264.00

390912.00

18.00 210.00 3780.00

Total 394692.00

Total (a+b+c) 417903.60

10447.59

2089.52

1044.76

153.60 566.00 86937.60

96.00 846.00 81216.00

Km. 3


22/62

Qty. Rate

1 2 3 4 5Wet mix MacadamProviding, Laying, Spreading and compacting graded stone aggregate to wet mix

macadam specification including premixing the material with water at O.M.C. in

mechanical mix plant carriage of mixed material by tipper to site laying in uniform

layer with paver in sub-base/base coarse on well prepared surfaceand compacting

with vibratory roller to achive the desired density.(As per Clause 406)

Unit = cum

Taking output = 225 cum (2252.12(D) = 477 Tonne)

a) Labour

Mate day 0.48 110.00

Mazdoor Sckilled day 2.00 100.00

Mazdoor day 10.00 100.00

Total

b) MachineryWet mix plant @ 75 M.T. capacity per hour hour 6.60 777.00

Eletric Generator 125 KVA hour 6.00 450.00

Front end loader 1 cum bucket capacity hour 6.00 520.00

Paver Finisher hour 6.00 629.00

Vibratory roller 8 tonnes. hour 3.90 994.00

Water Tanker (5 x 15.60 + 234) = 312.00 hour 3.00 200.00

Tipper 4 Km. lead (477 ) T.Km. 477.00 1.74

Add 10 per cent of cost of carriage to cover cost of loading and unloading

Total


Material (Table 400-11)

volume of aggregate as per MORTH=297 cum

22.4-53 mm. M.B. @ 30% cum 89.10 958.50

19 mm. grit @ 20% cum 59.40 1238.50

10 mm. grit @ 15% cum 44.55 1153.50

6.70 mm. grit @ 15% cum 44.55 728.50

2.36 mm./Stone dust grit @ 20% cum 59.40 568.50

Km. 1


jk0 ek0 la0 92 ds fdeh0 12 ls nka;h rjQ djobZ lEidZ

ekxZ ds lqn`


23/62

1 2 3Wet mix MacadamProviding, Laying, Spreading and compacting graded stone aggregate to wet mix





Unit = cum


a) Labour

Mate day


Mazdoor day

b) MachineryWet mix plant @ 75 M.T. capacity per hour hour

Eletric Generator 125 KVA hour


Paver Finisher hour

Vibratory roller 8 tonnes. hour

Water Tanker (5 x 15.60 + 234) = 312.00 hour

Tipper 4 Km. lead (477 ) T.Km.





22.4-53 mm. M.B. @ 30% cum



6.70 mm. grit @ 15% cum

2.36 mm./Stone dust grit @ 20% cum



ekxZ ds lqn`


24/62






Unit = cum


a) Labour

Mate day


Mazdoor day




Paver Finisher hour








22.4-53 mm. M.B. @ 30% cum



6.70 mm. grit @ 15% cum




ekxZ ds lqn`


25/62






Unit = cum


a) Labour

Mate day


Mazdoor day




Paver Finisher hour








22.4-53 mm. M.B. @ 30% cum



6.70 mm. grit @ 15% cum




ekxZ ds lqn`


26/62






Unit = cum


a) Labour

Mate day


Mazdoor day




Paver Finisher hour








22.4-53 mm. M.B. @ 30% cum



6.70 mm. grit @ 15% cum




ekxZ ds lqn`


27/62

Qty. Rate Amount

1 2 3 4 5 6

Bitumen Emulsion From Hindcol Jhansi DepoSlow Setting - 2

a Cost at EX-Jhansi 26210.66

b Basic Excise @ 14% 3669.49

c A/R Education Cess @ 3% 110.08

29990.24

d Delivery Assistance 1 x 1.80

Jhansi to Banda Km. 228.00

Banda to at site 35 Km. of Site Km. 35.00

Total Km. 263.00 1.80 473.40

Total 30463.64Say Rs. 30464.00

Bitumen Emulsion From Hindcol Jhansi Depo

Medium Setting 26640.66

b Basic Excise @ 14% 3729.69

c A/R Education Cess @ 3% 111.89

30482.24


Jhansi to Banda Km. 228.00

Banda to at site 35 Km. of Site Km. 35.00

Total Km. 263.00 1.80 473.40

Total 30955.64

Say Rs. 30956.00

Km. 1

Analysis of Rate

dk;Z dk uke %& 3054 jk0l0fu0 ds vUrxZrckank&ccs: jk0 ek0 la0 92 ds fdeh0 12 ls nka;h rjQ

djobZ lEidZ ekxZ ds lqn`


28/62

1 2 3


a Cost at EX-Jhansi

b Basic Excise @ 14%

c A/R Education Cess @ 3%


Jhansi to Banda Km.

Banda to at site 35 Km. of Site Km.

Total Km.


Medium Setting




Jhansi to Banda Km.


Total Km.

Analysis of Rate




29/62

1 2 3


a Cost at EX-Jhansi




Jhansi to Banda Km.


Total Km.


Medium Setting




Jhansi to Banda Km.


Total Km.

Analysis of Rate




30/62

Qty. Rate

1 2 3 4 5

Prime Coat

Providing and applying prime coat with slow setting-2 bitumen

emlusion on prepared surface of Granular Base including cleaning

of road surface and spreading primed coat @ 0.75 kg. per sqm.

using machenical means as per MORT&H Clause 502

Unit - sqm. (Taking Output 3500 sqm.)

(a) labour

Mate Day 0.08 110.00

Mazdoor Day 2.00 100.00Total

(b) Machinery

Machanical Broom @ 1250 sqm. per hour Hour 2.80 230.00

Air compressor 250 cfm. Hour 2.80 206.00

Emulsion pressure distributor @ 1750/sqm/hrs. Hour 2.00 516.00

Water Tanker 6 Kl. Capacity @ 1 Trip per hour (5 x 15.6+234 = 312) Hour 1.00 312.00

TotalAdd 40% for excalation on (b) for year 2010

Total

(c) Material

Emulsion (slow setting) @ 0.75 kg. per sqm. Tonne 2.625 30464.00

Total of (a+b+c)

d i) Site accomodation Office site super vision and

Km. 1

dk;Z dk uke %& 3054 jk0l0fu0 ds vUrxZr ckank&ccs: jk0 ek0la0 92 ds fdeh0 12 ls nka;h rjQ djobZ lEidZ ekxZ ds lqn`


31/62

1 2 3

Prime Coat






(a) labour

Mate Day

Mazdoor Day

(b) Machinery

Machanical Broom @ 1250 sqm. per hour Hour

Air compressor 250 cfm. Hour

Emulsion pressure distributor @ 1750/sqm/hrs. Hour

Water Tanker 6 Kl. Capacity @ 1 Trip per hour (5 x 15.6+234 = 312) Hour


(c) Material

Emulsion (slow setting) @ 0.75 kg. per sqm. Tonne




32/62

1 2 3

Prime Coat






(a) labour

Mate Day

Mazdoor Day

(b) Machinery






(c) Material





33/62

1 2 3

Prime Coat






(a) labour

Mate Day

Mazdoor Day

(b) Machinery






(c) Material





34/62

1 2 3

Prime Coat






(a) labour

Mate Day

Mazdoor Day

(b) Machinery






(c) Material





35/62

Qty. Rate

1 2 3 4 5

1 Tack CoatProviding and applying tack coat with medium setting bitumenemulsion using emlusion pressure dristributor @ 0.25 kg. per sqm.

on the prepared bituminous surface cleaned with machenical

broom. As per MORT&H Clause 503

Unit - Cum.

Taking Output 3500 sqm.

(a) labour

Mate Day 0.08 110.00

Mazdoor Day 2.00 100.00

Total

(b) Machinery

Machanical Broom @ 1250 sqm./hour Hour 2.80 230.00

Air Compressor 250 cfm. Hour 2.80 206.00

Emulsion pressure distributior @ 1750 sqm./hour Hour 2.00 516.00

Total


Total

(c) Material

Bitumen emulsion (Medium setting) @ 0.25 kg. per sqm. Tonne 0.875 30956.00

Total of (a+b+c)


E t bili t d i d t ti t @2 5% ( b )

Km. 1

dk;Z dk uke %& 3054 jk0l0fu0 ds vUrxZr ckank&ccs: jk0 ek0la0 92 ds fdeh0 12 ls nka;h rjQ djobZ lEidZ ekxZ ds

lqn`


36/62

1 2 3




Unit - Cum.


(a) labour

Mate Day

Mazdoor Day

(b) Machinery

Machanical Broom @ 1250 sqm./hour Hour

Air Compressor 250 cfm. Hour

Emulsion pressure distributior @ 1750 sqm./hour Hour


(c) Material

Bitumen emulsion (Medium setting) @ 0.25 kg. per sqm. Tonne




lqn`


37/62

1 2 3




Unit - Cum.


(a) labour

Mate Day

Mazdoor Day

(b) Machinery





(c) Material





lqn`


38/62

1 2 3




Unit - Cum.


(a) labour

Mate Day

Mazdoor Day

(b) Machinery





(c) Material





lqn`


39/62

1 2 3




Unit - Cum.


(a) labour

Mate Day

Mazdoor Day

(b) Machinery





(c) Material





lqn`


40/62

Qty. Rate

1 2 3 4 5Bituminous MacadamProviding and laying 50 mm. thick bituminous macadam with 100-120 TPH

hot mix plant producing an average output of 75 tonnes per hour using

crushed aggregates of specified grading premixed with bituminous binder,

transported to site, laid over a previously prepared surface with paver finisher

to the required grade, level and alignment and rolled as per clauses 501.6

and 501.7 to achieve the desired compaction as per MORT&H Clause 504

Unit = cum

Taking output = 205 cum (2052.20 = 450 tonnes)

a) Labour

Mate day 0.84 110.00

Mazdoor working with HMP, mechanical broom, paver, roller, asphalt cutter

and assistance for setting out lines, levels and layout of construction (16-2 =

14) day 14.00 100.00

Skilled mazdoor for checking line & levels day 5.00 100.00

Total

b) Machinery

Batch mix HMP 100-120 TPH @ 75 tonne per hour actual output. cum 6.00 13133.50

Mechanical broom hydraulic @ 1250 sqm per hour hour 0.00 230.00

Air compressor 250 cfm hour 0.00 206.00

Paver finisher with mechnical 100 TPH hour 6.00 629.00

Generator 250 KVA hour 6.00 450.00


Tipper (4 Km. lead) (450 x ) T.Km. 450.00 1.74


Smooth wheeled roller 8-10 tonnes for initial break down rolling. hour 3.90 297.00

Vibratory roller 8 tonnes for intermediate rolling. hour 3.90 994.00

Finish rolling with 6-8 tonnes smooth wheeled tandem roller. hour 3.90 738.00

Total


Qty Teken As per Attached Job Mix Formula

y



ekxZ ds lqn`


41/62

1 2 3Bituminous MacadamProviding and laying 50 mm. thick bituminous macadam with 100-120 TPH






Unit = cum


a) Labour

Mate day



14) day

Skilled mazdoor for checking line & levels day

b) Machinery

Batch mix HMP 100-120 TPH @ 75 tonne per hour actual output. cum

Mechanical broom hydraulic @ 1250 sqm per hour hour

Air compressor 250 cfm hour

Paver finisher with mechnical 100 TPH hour

Generator 250 KVA hour


Tipper (4 Km. lead) (450 x ) T.Km.


Smooth wheeled roller 8-10 tonnes for initial break down rolling. hour

Vibratory roller 8 tonnes for intermediate rolling. hour

Finish rolling with 6-8 tonnes smooth wheeled tandem roller. hour



y



ekxZ ds lqn`


42/62







Unit = cum


a) Labour

Mate day



14) day


b) Machinery
















ekxZ ds lqn`


43/62







Unit = cum


a) Labour

Mate day



14) day


b) Machinery
















ekxZ ds lqn`


44/62







Unit = cum


a) Labour

Mate day



14) day


b) Machinery
















ekxZ ds lqn`


45/62

Qty. Rate

1 2 3 4 5Semi-Dense Bituminous Concrete

Providing and laying 25 mm. thick semi dense bituminous concrete with 100-

120 TPH batch type HMP producing an average output of 75 tonnes per hour

using crushed aggregates of specified grading, premixed with bituminous

binder @ 5 per cent of mix and filler, transporting the hot mix to work site,

laying with a hydrostatic paver finisher with the required grade, level and

alignment, rolling with smooth wheeled, vibratory and tandem rollers to achievethe desired compaction as per MoRTH specification clause No. 508 complete

in all respects

Unit = cumTaking output = 195 cum (1952.30 (D) = 448.50 tonnes)

a) LabourMate day 0.84 110.00


and assistance for setting out lines, levels and layout of construction .(16-2=14) day 14.00 100.00

Skilled mazdoor for checking line & levels day 5.00 100.00Total

b) Machinery

Batch mix HMP 100-120 TPH @ 75 tonne per hour actual output hour 6.00 13133.50

Paver finisher with mechnical 100 TPH hour 6.00 629.00

Generator 250 KVA hour 6.00 450.00


Tipper (4 Km. lead) (448.50 x ) T.Km. 448.50 1.74


Smooth wheeled roller 8-10 tonnes for initial break down rolling. hour 3.90 297.00

Vibratory roller 8 tonnes for intermediate rolling. hour 3.90 994.00

Finish rolling with 6-8 tonnes smooth wheeled tandem roller hour 3.90 738.00

TotalAdd 40% for excalation on (b) for year 2010

Qty Teken As per Attached Job Mix Formulac) Material

* Grading II: 10 mm (Nominal Size)i) Bitumen@ 5 00 per cent of weight of mix (C R M B -55 grade bitumen) tonne 22 50 33955 00


ek0 la0 92 ds fdeh0 12 ls nka;h rjQ djobZ lEidZ ekxZ ds

lqn`


46/62

1 2 3Semi-Dense Bituminous Concrete







in all respects


a) LabourMate day


and assistance for setting out lines, levels and layout of construction .(16-2=14) day


b) Machinery

Batch mix HMP 100-120 TPH @ 75 tonne per hour actual output hour




Tipper (4 Km. lead) (448.50 x ) T.Km.




Finish rolling with 6-8 tonnes smooth wheeled tandem roller hour



* Grading II: 10 mm (Nominal Size)i) Bitumen@ 5 00 per cent of weight of mix (C R M B -55 grade bitumen) tonne



lqn`


47/62








in all respects


a) LabourMate day




b) Machinery















lqn`


48/62








in all respects


a) LabourMate day




b) Machinery















lqn`


49/62








in all respects


a) LabourMate day




b) Machinery















lqn`


50/62

Rate Amount

1 2 4 3 5 6

1 Carted Earth work from 2 km. distance.

(i) Cost of Earth work cum. 1.00 67.00 67.00

(ii) Cost of Cartage for 2 Km. (Kaccha) cum. 1.00 81.30 81.30

(iii) deduct loading cum. 1.00 19.00 -19.00

(iv) Extra Roylty (9-6) = 3 3.00

132.30

Unit Qty.



ekxZ ds l n`


51/62

Sl.

No.

Item No. L. B. H/D

1 2 3 4 5 6

PART-A (BITUMINOUS WORK)

1 Scraping of old painted surface including disposal ofscrapped material upto a distance of 30 m. as per

direction of the Engineer-in-Charge.

Km-1 1 x 1 1000.00 3.00 -2 Earth work in trench cutting in proper camber according

to required depth for laying Granular Sub Base

including rolling, with road roller to required M.D.D.,

dressing, cost of labour, machinery, T&P etc. required

for proper completion of the work.

Km-1 1 x 2 1000.00 (1.50+2.30)/2 0.40

3 Laying of Polythene Sheet.

Km-1 1 x 2 1000.00 3.75 -

4 Providing laying, spreading and compaction of

stone dust as Filtar Media Compacted 17 cm.)

including spreading in uniform thickness, hand

packing, rolling with three wheel 80-100 kN static

roller in stages to proper grade and camber and

also including cost of material, royality,trade tax

and all other Taxes,labour, T&P, hire chargers of

roller etc required for proper completion of thework as per direction of Engineer-in-Charge.

Km-1 1 x 2 1000.00 (4.00+4.34)/2 0.17

5 Construction of Granular sub base by providing coarsegraded material, spreading in uniform layer with motor

grader on prepared surface mixing in place method

with rotavator at O.M.C. and compacting with vibratory

roller to achieve the desired density, complete as per


fdeh0 12 ls nka;h rjQ djobZ lEidZ ekxZ ds lqn`


52/62

Sl.

No.

Item No. L. B. H/D

1 2 3 4 5 6


fdeh0 12 ls nka;h rjQ djobZ lEidZ ekxZ ds lqn`


53/62

3000.00 sqm

1520.00 cum.

7500.00 sqm

708.90 cum.

7

la0 92 ds

dk;Z A

Qty.


54/62

7

la0 92 ds

dk;Z A

Qty.

3750.00 sqm

3750.00 sqm

3750.00 sqm

1 No.

Bill of Quantity

dk;Z dk uke %& 3054 jk0l0fu0 ds vUrxZr ckank&ccs: jk0 ek0 la0 92


55/62

Qty. RatePART-A (BITUMINOUS WORK)

1 Scraping of old painted surface including disposal of scrapped

material upto a distance of 30 m. as per direction of the Engineer

in-Charge. sqm 3000.00 6.50

2 Earth work in trench cutting in proper camber according to

required depth for laying Granular Sub Base including rolling,

with road roller to required M.D.D., dressing, cost of labour,

machinery, T&P etc. required for proper completion of the work.

cum. 1520.00 50.003 Laying of Polythene Sheet.

sqm 7500.00 6.00

4 Providing laying, spreading and compaction of stone dust as

Filtar Media Compacted 17 cm.) including spreading in uniform

thickness, hand packing, rolling with three wheel 80-100 kN

static roller in stages to proper grade and camber and also

including cost of material, royality,trade tax and all other

Taxes,labour, T&P, hire chargers of roller etc required for proper

completion of the work as per direction of Engineer-in-Charge.

Km-1 cum. 708.90 860.87

5 Construction of Granular sub base by providing coarse graded

material, spreading in uniform layer with motor grader on

prepared surface mixing in place method with rotavator at

O.M.C. and compacting with vibratory roller to achieve the

desired density, complete as per clause 401.

#REF!cum. 250.00 1605.10

6 Providing, Laying, Spreading and compacting graded stone

aggregate to wet mix macadam in layers not exceeding 100 mm.

including premixing the material with water at O.M.C. in

mechanical mix plant, carriage of mixed material by tipper at site,

laying in uniform layer with paver in base coarse on well

prepared surface and compacting with vibratory roller to achive

the desired density as per MORT&H clause 403

dk;Z dk uke %& 3054 jk0l0fu0 ds vUrxZr ckank&ccs: jk0 ek0 la0 92



56/62

Amount

19500.00

76000.00

45000.00

610268.26

401275.00

ds fdeh0

Qty. Rate

Sl.

No.

Item of Work Unit

Total


57/62

Amount

3497262.01


58/62

; u e u s v rx r c an ccs: e a

Abstract of Cost


59/62

Sl.

No

Particulars

1 2

1

ek0 la0 92 ds fdeh0 12 ls nka;h rjQ



60/62

2.25 mtr. 2.25 mtr.

0.51 Mtr.

0.60 Mtr..

12.58 Mtr.

J.E. A.E. E.E.

Existing Blanket coat 15 CM.

3.75 Mtr.

Cross Section of Bituminous Road

W.M.M. 15 CM.

P.C,. 3.75

Seal coat 3.75

Existing crust 25 CM.


61/62


62/62

1.50 mtr. 1.50 mtr.

1.00 Mtr..

10.80 Mtr.

J.E. A.E. E.E.

Existing Embankment

3.00 Mtr.

Cross Section of C.C. Road

Existing but Damage C.C.+L.C. crust 20 CM.

Proposed C.C. 1:1.50:3 (15 CM.)

karbai link road strength in 1.00 km p.c. seal coat-1

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