karbai link road strength in 1.00 km p.c. seal coat-1
TRANSCRIPT
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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)
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1.24
47.21
47.20
1.075
2.96
1.96
714.9902338
74376.86
991691.45
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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
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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
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Amount
6
605.60
6.25
25.00
636.85
656.55
873.21
. 3
ls
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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
add extra cost of cement(225-210)x2.25 33.75
Deduct Van kar for grit(57x1) -57.00
Deduct Van kar for sand(57x0.48) -27.36
Add extra cartage H.Q. to side (13-8) (173.60-139.00) 34.60
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
Add extra cartage H.Q. to side (13-8) (173.60-139.00) 34.60
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 cement(332-210)x1.86 226.92
Add extra cost of brick (3800-3300)x460/1000 230.00
Add extra cartage H.Q. to side (13-8) (173.60-139.00) 34.60
Deduct Van kar for sand(57x0.27) -15.39
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
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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
a Cost at Mathura Refinery Rs. 27790.00
b Basic Excise @ 14% Rs. 3890.60
c A/R Education Cess @ 3% Rs. 116.72Total 31797.32 3974.6648
d Delivery Assistance 497 x 2 x 1.80 Rs. 1789.20
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
a Cost at Mathura Refinery Rs. 28112.00
b Basic Excise @ 14% Rs. 3935.68
c A/R Education Cess @ 3% Rs. 118.07
Total 32165.75 4020.72
d Delivery Assistance 497 x 2 x 1.80 Rs. 1789.20
Factory of Mathura = 5 Km. 36186.47
Analysis of Rate
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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
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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
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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
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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)
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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
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
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)
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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
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
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)
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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
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
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)
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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
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 tonneCrushed stone aggregates 13.2 mm to 5.6 mm @ 0.27 cum per 10 sqm cum
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)
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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
Taking output = 10250 sqm (92.25 cum)
(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
D Site accomodation, Office, site super vision and
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
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5.1 513 Seal Coat
Provid ing and lay ing seal coat seal ing the voids in a bituminous
surface laid to the specified levels, grade and cross fall using Type A
and B seal coatsUnit = sqm
Taking output = 10250 sqm (92.25 cum)
(i) Case - I :Type A
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
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
D Site accomodation, Office, site super vision and
Estabilisment, drawings and stationary [email protected]%on
ii) Traffic control, watch and ward, sundries@1%on (a+b+c)
iii) Insurance @ 0.50% on (a+b+c)
4% VAT on Cost of Material
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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
Taking output = 10250 sqm (92.25 cum)
(i) Case - I :Type A
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
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
D Site accomodation, Office, site super vision and
Estabilisment, drawings and stationary [email protected]%on
ii) Traffic control, watch and ward, sundries@1%on (a+b+c)
iii) Insurance @ 0.50% on (a+b+c)
4% VAT on Cost of Material
dk;Z dk uke %& 3054 jk0l0fu0 ds vUrxZr ckank&ccs: jk0 ek
nka;h rjQ djobZ lEidZ ekxZ ds lqn`
-
8/4/2019 Karbai Link Road Strength In 1.00 Km P.C. Seal Coat-1
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
4% VAT 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
-
8/4/2019 Karbai Link Road Strength In 1.00 Km P.C. Seal Coat-1
20/62
1 2 3
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 roller to achieve the desired
density, complete as per clause 401.
Unit = cum
Taking output = 300 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
Add 40% for excalati
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
19 mm. grit @ 25% cum
10 mm. grit @ 20% cum
2.36 mm/Stone dust @ 15% cum
Cost of Water K.L.
d i) Site accomodation, Office, site super vision and
Estabilisment, drawings and stationary [email protected]%on (a+b+c)
ii) Traffic control, watch and ward, [email protected]%on (a+b+c)
iii) Insurance @ 0.25% on (a+b+c)
iv) Sale Tax/ Trade Tax/ woks contract Tax are service Tax etc @ 4% on cost
of Material
4% VAT on Cost of Material
40 mm. M.B. @ 40% cum
19 mm. grit @ 25% cum
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
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
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21/62
1 2 3
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 roller to achieve the desired
density, complete as per clause 401.
Unit = cum
Taking output = 300 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
Add 40% for excalati
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
19 mm. grit @ 25% cum
10 mm. grit @ 20% cum
2.36 mm/Stone dust @ 15% cum
Cost of Water K.L.
d i) Site accomodation, Office, site super vision and
Estabilisment, drawings and stationary [email protected]%on (a+b+c)
ii) Traffic control, watch and ward, [email protected]%on (a+b+c)
iii) Insurance @ 0.25% on (a+b+c)
iv) Sale Tax/ Trade Tax/ woks contract Tax are service Tax etc @ 4% on cost
of Material
4% VAT on Cost of Material
40 mm. M.B. @ 40% cum
19 mm. grit @ 25% cum
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
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
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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
Add 40% for excalation on (b) for year 2010
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
dk;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`
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1 2 3Wet 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
Mazdoor Sckilled day
Mazdoor day
b) MachineryWet mix plant @ 75 M.T. capacity per hour hour
Eletric Generator 125 KVA hour
Front end loader 1 cum bucket capacity 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.
Add 10 per cent of cost of carriage to cover cost of loading and unloading
Add 40% for excalation on (b) for year 2010
Material (Table 400-11)
volume of aggregate as per MORTH=297 cum
22.4-53 mm. M.B. @ 30% cum
19 mm. grit @ 20% cum
10 mm. grit @ 15% cum
6.70 mm. grit @ 15% cum
2.36 mm./Stone dust grit @ 20% cum
dk;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`
-
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24/62
1 2 3Wet 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
Mazdoor Sckilled day
Mazdoor day
b) MachineryWet mix plant @ 75 M.T. capacity per hour hour
Eletric Generator 125 KVA hour
Front end loader 1 cum bucket capacity 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.
Add 10 per cent of cost of carriage to cover cost of loading and unloading
Add 40% for excalation on (b) for year 2010
Material (Table 400-11)
volume of aggregate as per MORTH=297 cum
22.4-53 mm. M.B. @ 30% cum
19 mm. grit @ 20% cum
10 mm. grit @ 15% cum
6.70 mm. grit @ 15% cum
2.36 mm./Stone dust grit @ 20% cum
dk;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`
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25/62
1 2 3Wet 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
Mazdoor Sckilled day
Mazdoor day
b) MachineryWet mix plant @ 75 M.T. capacity per hour hour
Eletric Generator 125 KVA hour
Front end loader 1 cum bucket capacity 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.
Add 10 per cent of cost of carriage to cover cost of loading and unloading
Add 40% for excalation on (b) for year 2010
Material (Table 400-11)
volume of aggregate as per MORTH=297 cum
22.4-53 mm. M.B. @ 30% cum
19 mm. grit @ 20% cum
10 mm. grit @ 15% cum
6.70 mm. grit @ 15% cum
2.36 mm./Stone dust grit @ 20% cum
dk;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`
-
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26/62
1 2 3Wet 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
Mazdoor Sckilled day
Mazdoor day
b) MachineryWet mix plant @ 75 M.T. capacity per hour hour
Eletric Generator 125 KVA hour
Front end loader 1 cum bucket capacity 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.
Add 10 per cent of cost of carriage to cover cost of loading and unloading
Add 40% for excalation on (b) for year 2010
Material (Table 400-11)
volume of aggregate as per MORTH=297 cum
22.4-53 mm. M.B. @ 30% cum
19 mm. grit @ 20% cum
10 mm. grit @ 15% cum
6.70 mm. grit @ 15% cum
2.36 mm./Stone dust grit @ 20% cum
dk;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`
-
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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
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 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`
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28/62
1 2 3
Bitumen Emulsion From Hindcol Jhansi DepoSlow Setting - 2
a Cost at EX-Jhansi
b Basic Excise @ 14%
c A/R Education Cess @ 3%
d Delivery Assistance 1 x 1.80
Jhansi to Banda Km.
Banda to at site 35 Km. of Site Km.
Total Km.
Bitumen Emulsion From Hindcol Jhansi Depo
Medium Setting
b Basic Excise @ 14%
c A/R Education Cess @ 3%
d Delivery Assistance 1 x 1.80
Jhansi to Banda Km.
Banda to at site 35 Km. of Site Km.
Total Km.
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`
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1 2 3
Bitumen Emulsion From Hindcol Jhansi DepoSlow Setting - 2
a Cost at EX-Jhansi
b Basic Excise @ 14%
c A/R Education Cess @ 3%
d Delivery Assistance 1 x 1.80
Jhansi to Banda Km.
Banda to at site 35 Km. of Site Km.
Total Km.
Bitumen Emulsion From Hindcol Jhansi Depo
Medium Setting
b Basic Excise @ 14%
c A/R Education Cess @ 3%
d Delivery Assistance 1 x 1.80
Jhansi to Banda Km.
Banda to at site 35 Km. of Site Km.
Total Km.
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`
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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`
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1 2 3
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
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
Add 40% for excalation on (b) for year 2010
(c) Material
Emulsion (slow setting) @ 0.75 kg. per sqm. Tonne
d i) Site accomodation Office site super vision and
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`
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1 2 3
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
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
Add 40% for excalation on (b) for year 2010
(c) Material
Emulsion (slow setting) @ 0.75 kg. per sqm. Tonne
d i) Site accomodation Office site super vision and
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`
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1 2 3
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
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
Add 40% for excalation on (b) for year 2010
(c) Material
Emulsion (slow setting) @ 0.75 kg. per sqm. Tonne
d i) Site accomodation Office site super vision and
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`
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1 2 3
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
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
Add 40% for excalation on (b) for year 2010
(c) Material
Emulsion (slow setting) @ 0.75 kg. per sqm. Tonne
d i) Site accomodation Office site super vision and
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`
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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
Add 40% for excalation on (b) for year 2010
Total
(c) Material
Bitumen emulsion (Medium setting) @ 0.25 kg. per sqm. Tonne 0.875 30956.00
Total of (a+b+c)
d i) Site accomodation, Office, site super vision and
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`
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1 2 3
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
Mazdoor Day
(b) Machinery
Machanical Broom @ 1250 sqm./hour Hour
Air Compressor 250 cfm. Hour
Emulsion pressure distributior @ 1750 sqm./hour Hour
Add 40% for excalation on (b) for year 2010
(c) Material
Bitumen emulsion (Medium setting) @ 0.25 kg. per sqm. Tonne
d i) Site accomodation, Office, site super vision and
E t bili t d i d t ti t @2 5% ( b )
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`
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1 2 3
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
Mazdoor Day
(b) Machinery
Machanical Broom @ 1250 sqm./hour Hour
Air Compressor 250 cfm. Hour
Emulsion pressure distributior @ 1750 sqm./hour Hour
Add 40% for excalation on (b) for year 2010
(c) Material
Bitumen emulsion (Medium setting) @ 0.25 kg. per sqm. Tonne
d i) Site accomodation, Office, site super vision and
E t bili t d i d t ti t @2 5% ( b )
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`
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1 2 3
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
Mazdoor Day
(b) Machinery
Machanical Broom @ 1250 sqm./hour Hour
Air Compressor 250 cfm. Hour
Emulsion pressure distributior @ 1750 sqm./hour Hour
Add 40% for excalation on (b) for year 2010
(c) Material
Bitumen emulsion (Medium setting) @ 0.25 kg. per sqm. Tonne
d i) Site accomodation, Office, site super vision and
E t bili t d i d t ti t @2 5% ( b )
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`
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1 2 3
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
Mazdoor Day
(b) Machinery
Machanical Broom @ 1250 sqm./hour Hour
Air Compressor 250 cfm. Hour
Emulsion pressure distributior @ 1750 sqm./hour Hour
Add 40% for excalation on (b) for year 2010
(c) Material
Bitumen emulsion (Medium setting) @ 0.25 kg. per sqm. Tonne
d i) Site accomodation, Office, site super vision and
E t bili t d i d t ti t @2 5% ( b )
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`
-
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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
Front end loader 1 cum bucket capacity hour 6.00 520.00
Tipper (4 Km. lead) (450 x ) T.Km. 450.00 1.74
Add 10 per cent of cost of carriage to cover cost of loading and unloading
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
Add 40% for excalation on (b) for year 2010
Qty Teken As per Attached Job Mix Formula
y
dk;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`
-
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41/62
1 2 3Bituminous 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
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
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
Front end loader 1 cum bucket capacity hour
Tipper (4 Km. lead) (450 x ) T.Km.
Add 10 per cent of cost of carriage to cover cost of loading and unloading
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
Add 40% for excalati
Qty Teken As per Attached Job Mix Formula
y
dk;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`
-
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1 2 3Bituminous 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
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
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
Front end loader 1 cum bucket capacity hour
Tipper (4 Km. lead) (450 x ) T.Km.
Add 10 per cent of cost of carriage to cover cost of loading and unloading
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
Add 40% for excalati
Qty Teken As per Attached Job Mix Formula
dk;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`
-
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1 2 3Bituminous 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
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
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
Front end loader 1 cum bucket capacity hour
Tipper (4 Km. lead) (450 x ) T.Km.
Add 10 per cent of cost of carriage to cover cost of loading and unloading
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
Add 40% for excalati
Qty Teken As per Attached Job Mix Formula
dk;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`
-
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1 2 3Bituminous 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
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
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
Front end loader 1 cum bucket capacity hour
Tipper (4 Km. lead) (450 x ) T.Km.
Add 10 per cent of cost of carriage to cover cost of loading and unloading
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
Add 40% for excalati
Qty Teken As per Attached Job Mix Formula
dk;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`
-
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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
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 5.00 100.00Total
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
Front end loader 1 cum bucket capacity hour 6.00 520.00
Tipper (4 Km. lead) (448.50 x ) T.Km. 448.50 1.74
Add 10 per cent of cost of carriage to cover cost of loading and unloading
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
dk;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`
-
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1 2 3Semi-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
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
Skilled mazdoor for checking line & levels day
b) Machinery
Batch mix HMP 100-120 TPH @ 75 tonne per hour actual output hour
Paver finisher with mechnical 100 TPH hour
Generator 250 KVA hour
Front end loader 1 cum bucket capacity hour
Tipper (4 Km. lead) (448.50 x ) T.Km.
Add 10 per cent of cost of carriage to cover cost of loading and unloading
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
Add 40% for excalatio
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
dk;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`
-
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1 2 3Semi-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
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
Skilled mazdoor for checking line & levels day
b) Machinery
Batch mix HMP 100-120 TPH @ 75 tonne per hour actual output hour
Paver finisher with mechnical 100 TPH hour
Generator 250 KVA hour
Front end loader 1 cum bucket capacity hour
Tipper (4 Km. lead) (448.50 x ) T.Km.
Add 10 per cent of cost of carriage to cover cost of loading and unloading
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
Add 40% for excalatio
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
dk;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`
-
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1 2 3Semi-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
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
Skilled mazdoor for checking line & levels day
b) Machinery
Batch mix HMP 100-120 TPH @ 75 tonne per hour actual output hour
Paver finisher with mechnical 100 TPH hour
Generator 250 KVA hour
Front end loader 1 cum bucket capacity hour
Tipper (4 Km. lead) (448.50 x ) T.Km.
Add 10 per cent of cost of carriage to cover cost of loading and unloading
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
Add 40% for excalatio
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
dk;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`
-
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1 2 3Semi-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
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
Skilled mazdoor for checking line & levels day
b) Machinery
Batch mix HMP 100-120 TPH @ 75 tonne per hour actual output hour
Paver finisher with mechnical 100 TPH hour
Generator 250 KVA hour
Front end loader 1 cum bucket capacity hour
Tipper (4 Km. lead) (448.50 x ) T.Km.
Add 10 per cent of cost of carriage to cover cost of loading and unloading
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
Add 40% for excalatio
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
dk;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`
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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.
dk;Z dk uke %& 3054 jk0l0fu0 ds vUrxZr ckank&ccs:
jk0 ek0 la0 92 ds fdeh0 12 ls nka;h rjQ djobZ lEidZ
ekxZ ds l n`
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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
dk;Z dk uke %& 3054 jk0l0fu0 ds vUrxZr ckank&ccs: jk0 ek
fdeh0 12 ls nka;h rjQ djobZ lEidZ ekxZ ds lqn`
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Sl.
No.
Item No. L. B. H/D
1 2 3 4 5 6
dk;Z dk uke %& 3054 jk0l0fu0 ds vUrxZr ckank&ccs: jk0 ek
fdeh0 12 ls nka;h rjQ djobZ lEidZ ekxZ ds lqn`
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3000.00 sqm
1520.00 cum.
7500.00 sqm
708.90 cum.
7
la0 92 ds
dk;Z A
Qty.
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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
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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
12 ls nka;h rjQ djobZ lEidZ ekxZ ds lqn`
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Amount
19500.00
76000.00
45000.00
610268.26
401275.00
ds fdeh0
Qty. Rate
Sl.
No.
Item of Work Unit
Total
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8/4/2019 Karbai Link Road Strength In 1.00 Km P.C. Seal Coat-1
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Amount
3497262.01
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; u e u s v rx r c an ccs: e a
Abstract of Cost
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Sl.
No
Particulars
1 2
1
ek0 la0 92 ds fdeh0 12 ls nka;h rjQ
djobZ lEidZ ekxZ ds lqn`
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8/4/2019 Karbai Link Road Strength In 1.00 Km P.C. Seal Coat-1
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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.
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8/4/2019 Karbai Link Road Strength In 1.00 Km P.C. Seal Coat-1
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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.)