AHMEDABAD - BAMANBORE - RAJKOT NATIONAL HIGHWAY

MEASUREMENT SHEET

Sr. No. Item Description No. Length Width Height/ Quantity Total Quantity Remarks
Depth
1 Dismantling of flexible pavements
Ch. 168+100 to Ch. 168+190 (Junction) 2 90.00 11.00 0.20 2098.80
Ch. 166+780 to Ch. 167+170
Exi. Service road 2 390.00 5.00 0.20 780.00
Ch. 169+558 to Ch. 169+840
Main carriage way 1 282.00 8.75 0.20 493.50
Ch. 169+840 to Ch. 170+214
Main carriage way 2 374.00 8.75 0.20 1309.00
5% extra 234.1
Total 4915.37 4916 Cum
2 Scarification
Ch. 166+780 to Ch. 167+170
Exi. Service road 2 390.00 5.00 3900.00
Main carriage way 2 390.00 11.70 9126.00
Ch. 169+558 to Ch. 169+840
Main carriage way 1 282.00 8.75 2467.50
Ch. 169+840 to Ch. 170+214
Main carriage way 2 374.00 8.75 6545.00
5% extra 1101.9
Total 23140.43 23141 Sqm
3 Box cutting
> Widening Road
Ch. 166+780 to Ch. 167+170 2 390.00 2.00 0.50 780.00
Ch. 169+558 to Ch. 169+840 1 282.00 5.75 0.50 810.75 Including
Ch. 169+840 to Ch. 170+130 2 290.00 5.75 0.50 1667.50 Separator
Ch. 170+130 to Ch. 170+214 2 84.00 5.75 0.50 483.00
(Merge with service road)

> Service Road

Ch. 167+170 to Ch. 168+100 2 930.00 7.00 0.50 6510.00
Deduction minor bridge @ Ch. 167+271 -2 22.70 7.00 0.50 -158.90
Ch. 169+500 to Ch. 170+214 2 714.00 7.00 0.50 4998.00

> Slip Road

Ch. 167+170 to Ch. 168+000 2 830.00 7.00 0.50 5810.00 Including
Deduction minor bridge @ Ch. 167+271 -2 22.70 7.00 0.50 -158.90 Separator
Ch. 168+000 to Ch. 168+100 2 100.00 7.00 0.50 700.00
(Merge with service road)
Ch. 168+100 to Ch. 168+190 (Junction) 2 90.00 11.00 0.50 990.00
Ch. 168+190 to Ch. 168+450 2 260.00 11.00 0.50 2860.00

> Bus lay 2 105.00 6.50 1.055 1440.08

5% Extra 1336.58
Total 28068.10 28069 Cum
 Height/
Sr. No. Item Description No. Length Width Depth Quantity Total Quantity Remarks
4 Embankment
> Widening Road
Ch. 166+780 to Ch. 167+170 2 390.00 2.00 1.00 1560.00
Ch. 169+558 to Ch. 169+840 1 282.00 5.75 1.00 1621.50 Including
Ch. 169+840 to Ch. 170+130 2 290.00 5.75 1.00 3335.00 Separator
Ch. 170+130 to Ch. 170+214 2 84.00 5.75 1.00 966.00
(Merge with service road)

> Service Road

Ch. 167+170 to Ch. 168+100 2 930.00 7.00 1.00 13020.00
Deduction minor bridge @ Ch. 167+271 -2 22.70 7.00 1.00 -317.80
Ch. 169+500 to Ch. 170+214 2 714.00 7.00 1.00 9996.00

> Slip Road

Ch. 167+170 to Ch. 168+000 2 830.00 7.00 0.30 3486.00 Including
Deduction minor bridge @ Ch. 167+271 -2 22.70 7.00 0.30 -95.34 Separator
Ch. 168+000 to Ch. 168+100 2 100.00 7.00 0.30 420.00
(Merge with service road)
Ch. 168+100 to Ch. 168+190 (Junction) 2 90.00 11.00 0.30 594.00
Ch. 168+190 to Ch. 168+450 2 260.00 11.00 0.30 1716.00

> Bus lay 2 105.00 6.50 1.00 1365.00

> Island
Ch. 167+170 to Ch. 167+411 2 241.00 1.20 0.60 347.04
Ch. 167+411 to Ch. 168+000 2 589.00 1.20 0.60 848.16
Ch. 169+558 to Ch. 169+840 2 282.00 1.20 0.60 406.08
Ch. 169+840 to Ch. 170+214 2 374.00 1.20 0.60 538.56

5% Extra 1990.31
Total 41796.51 41797 Cum
5 Subgrade
> Widening Road
Ch. 166+780 to Ch. 167+170 2 390.00 2.00 0.50 780.00
Ch. 169+558 to Ch. 169+840 1 282.00 5.75 0.50 810.75
Ch. 169+840 to Ch. 170+130 2 290.00 5.75 0.50 1667.50
Ch. 170+130 to Ch. 170+214 2 84.00 5.75 0.50 483.00
(Merge with service road)
0
> Service Road
Ch. 167+170 to Ch. 168+100 2 930.00 7.00 0.50 6510.00
Deduction minor bridge @ Ch. 167+271 -2 22.70 7.00 0.50 -158.90
Ch. 169+500 to Ch. 170+214 2 714.00 7.00 0.50 4998.00

> Slip Road

Ch. 167+170 to Ch. 168+000 2 830.00 7.00 0.50 5810.00 Including
Deduction minor bridge @ Ch. 167+271 -2 22.70 7.00 0.50 -158.90 Separator
Ch. 168+000 to Ch. 168+100 2 100.00 7.00 0.50 700.00
(Merge with service road)
Ch. 168+100 to Ch. 168+190 (Junction) 2 90.00 11.00 0.50 990.00
Ch. 168+190 to Ch. 168+450 2 260.00 11.00 0.50 2860.00
0.00
> Bridge approach
Ch. 167+170 to Ch. 167+530 1 360.00 25.00 0.50 4500.00
Ch. 169+558 to Ch. 169+840 1 282.00 14.00 0.50 1974.00
> Ramp
 Height/
Sr. No. Item Description No. Length Width Depth Quantity Total Quantity Remarks
Ch. 168+450 to Ch. 168+850 1 400.00 8.00 0.50 1600.00
Ch. 168+450 to Ch. 168+690 1 240.00 8.00 0.50 960.00
 Height/
Sr. No. Item Description No. Length Width Depth Quantity Total Quantity Remarks
> Bus lay 2 105.00 6.50 0.50 682.50

5% Extra 1750.40
Total 36758.35 36759 Cum
6 GSB
> Widening Road
Ch. 166+780 to Ch. 167+170 2 390.00 2.00 0.20 312.00
Ch. 169+558 to Ch. 169+840 1 282.00 5.75 0.20 324.30
Ch. 169+840 to Ch. 170+130 2 290.00 5.75 0.20 667.00
Ch. 170+130 to Ch. 170+214 2 84.00 5.75 0.20 193.20
(Merge with service road)
0
> Service Road
Ch. 167+170 to Ch. 168+100 2 930.00 7.00 0.20 2604.00
Deduction minor bridge @ Ch. 167+271 -2 22.70 7.00 0.20 -63.56
Ch. 169+500 to Ch. 170+214 2 714.00 7.00 0.20 1999.20
0
> Slip Road
Ch. 167+170 to Ch. 168+000 2 830.00 7.00 0.20 2324.00 Including
Deduction minor bridge @ Ch. 167+271 -2 22.70 7.00 0.20 -63.56 Separator
Ch. 168+000 to Ch. 168+100 2 100.00 7.00 0.20 280.00
(Merge with service road)
Ch. 168+100 to Ch. 168+190 (Junction) 2 90.00 11.00 0.20 396.00

> Bus lay 2 105.00 6.50 0.200 273.00

5% Extra 462.28
Total 9707.86 9708 Cum
7 WMM
> Widening Road
Ch. 166+780 to Ch. 167+170 2 390.00 2.00 0.25 390.00
Ch. 169+558 to Ch. 169+840 1 282.00 4.55 0.25 320.78
Ch. 169+840 to Ch. 170+130 2 290.00 4.55 0.25 659.75
Ch. 170+130 to Ch. 170+214 2 84.00 5.75 0.25 241.50
(Merge with service road)

> Profile Correction

Ch. 166+780 to Ch. 167+170 2 390.00 5.00 0.20 780.00
Ch. 169+558 to Ch. 169+840 1 282.00 8.75 0.25 616.88
Ch. 169+840 to Ch. 170+130 2 290.00 8.75 0.25 1268.75
Ch. 170+130 to Ch. 170+214 367.50
2 84.00 8.75 0.25
(Merge with service road)

> Service Road

Ch. 167+170 to Ch. 168+100 2 930.00 7.00 0.25 3255.00
Deduction minor bridge @ Ch. 167+271 -2 22.70 7.00 0.25 -79.45
Ch. 169+500 to Ch. 170+214 2 714.00 7.30 0.25 2606.10
0
> Slip Road
Ch. 167+170 to Ch. 168+000 2 830.00 5.50 0.25 2282.50
Deduction minor bridge @ Ch. 167+271 -2 22.70 5.50 0.25 -62.43
Ch. 168+000 to Ch. 168+100 2 100.00 7.00 0.25 350.00
(Merge with service road)
Ch. 168+100 to Ch. 168+190 (Junction) 2 90.00 11.00 0.25 495.00

> Bus lay 2 105.00 6.50 0.250 341.25

 Height/
Sr. No. Item Description No. Length Width Depth Quantity Total Quantity Remarks

5% Extra 691.66
Total 14524.78 14525 Cum
 Height/
Sr. No. Item Description No. Length Width Depth Quantity Total Quantity Remarks

8 CTSB
> Slip Road
Ch. 168+190 to Ch. 168+450 2 260.00 11.00 0.20 1144.00
> Bridge approach
Ch. 167+170 to Ch. 167+530 1 360.00 25.00 0.20 1800.00
Ch. 169+558 to Ch. 169+840 1 282.00 16.00 0.20 902.40
> Ramp
Ch. 168+450 to Ch. 168+850 1 400.00 8.00 0.20 640.00
Ch. 168+450 to Ch. 168+690 1 240.00 8.00 0.20 384.00
5% Extra 243.52
Total 5113.92 5114 Cum
9 CTB
> Slip Road
Ch. 168+190 to Ch. 168+450 2 260.00 11.00 0.14 800.80
> Bridge approach
Ch. 167+170 to Ch. 167+530 2 360.00 12.75 0.14 1285.20
Ch. 169+558 to Ch. 169+840 1 282.00 16.00 0.14 631.68
> Ramp
Ch. 168+450 to Ch. 168+850 1 400.00 8.00 0.14 448.00
Ch. 168+450 to Ch. 168+690 1 240.00 8.00 0.14 268.80
5% Extra 171.72
Total 3606.20 3607 Cum
10 AIL
> Slip Road
Ch. 168+190 to Ch. 168+450 2 260.00 11.00 0.10 572.00
> Bridge approach
Ch. 167+170 to Ch. 167+530 2 360.00 12.65 0.10 910.80
Ch. 169+558 to Ch. 169+840 1 282.00 16.00 0.10 451.20
> Ramp
Ch. 168+450 to Ch. 168+850 1 400.00 8.00 0.10 320.00
Ch. 168+450 to Ch. 168+690 1 240.00 8.00 0.10 192.00
5% Extra 122.30
Total 2568.30 2569 Cum
11 Primer coat
> Widening / Exisitng carriage way
Ch. 169+558 to Ch. 169+840 1 282.00 13.00 3666.00
Ch. 169+840 to Ch. 170+130 2 290.00 13.00 7540.00
Ch. 170+130 to Ch. 170+214 2 84.00 14.50 2436.00
(Merge with service road)

> Service Road

Ch. 166+780 to Ch. 167+170 2 390.00 7.00 5460.00
Ch. 167+170 to Ch. 168+100 2 930.00 7.00 13020.00
Deduction minor bridge @ Ch. 167+271 -2 22.70 7.00 -317.80
Ch. 169+500 to Ch. 170+214 2 714.00 7.00 9996.00
0
> Slip Road
Ch. 167+170 to Ch. 168+000 2 830.00 5.50 9130.00
Deduction minor bridge @ Ch. 167+271 -2 22.70 5.50 -249.70
Ch. 168+000 to Ch. 168+100 2 100.00 7.00 1400.00
(Merge with service road)
Ch. 168+100 to Ch. 168+190 (Junction) 2 90.00 11.00 1980.00
Ch. 168+190 to Ch. 168+450 2 260.00 11.00 5720.00

> Bridge approach

Ch. 167+170 to Ch. 167+530 2 360.00 12.50 9000.00
 Height/
Sr. No. Item Description No. Length Width Depth Quantity Total Quantity Remarks
Ch. 169+558 to Ch. 169+840 1 282.00 16.00 4512.00
 Height/
Sr. No. Item Description No. Length Width Depth Quantity Total Quantity Remarks
> Ramp
Ch. 168+450 to Ch. 168+850 1 400.00 8.00 3200.00
Ch. 168+450 to Ch. 168+690 1 240.00 8.00 1920.00

> Bus lay 2 105.00 6.50 1365.00

5% Extra 3988.88
Total 83766.38 83767 Sqm
12 Tack coat for Binder course
> Widening / Exisitng carriage way
Ch. 169+558 to Ch. 169+840 1 282.00 13.00 3666.00
Ch. 169+840 to Ch. 170+130 2 290.00 13.00 7540.00
Ch. 170+130 to Ch. 170+214 2 84.00 14.50 2436.00
(Merge with service road)

> Service Road

Ch. 166+780 to Ch. 167+170 2 390.00 7.00 5460.00
Ch. 167+170 to Ch. 168+100 2 930.00 7.00 13020.00
Deduction minor bridge @ Ch. 167+271 -2 22.70 7.00 -317.80
Ch. 169+500 to Ch. 170+214 2 714.00 7.00 9996.00
0
> Slip Road
Ch. 167+170 to Ch. 168+000 2 830.00 5.50 9130.00
Deduction minor bridge @ Ch. 167+271 -2 22.70 5.50 -249.70
Ch. 168+000 to Ch. 168+100 2 100.00 7.00 1400.00
(Merge with service road)
Ch. 168+100 to Ch. 168+190 (Junction) 2 90.00 11.00 1980.00
Ch. 168+190 to Ch. 168+450 2 260.00 11.00 5720.00

> Bridge approach

Ch. 167+170 to Ch. 167+530 2 360.00 12.50 9000.00
Ch. 169+558 to Ch. 169+840 1 282.00 16.00 4512.00
> Ramp
Ch. 168+450 to Ch. 168+850 1 400.00 8.00 3200.00
Ch. 168+450 to Ch. 168+690 1 240.00 8.00 1920.00

> Bus lay 2 105.00 6.50 1365.00

5% Extra 3988.88
Total 83766.38 83767 Sqm
13 Tack coat for Wearing course
Quatntity as per above item 83767 Sqm

14 DBM
> Widening / Exisitng carriage way
Ch. 166+780 to Ch. 167+170 2 390.00 11.70 0.065 593.19
Ch. 169+558 to Ch. 169+840 1 282.00 13.00 0.065 238.29
Ch. 169+840 to Ch. 170+130 2 290.00 13.00 0.065 490.10
Ch. 170+130 to Ch. 170+214 2 84.00 14.50 0.065 158.34
(Merge with service road)

> Service Road

Ch. 166+780 to Ch. 167+170 2 390.00 7.00 0.065 354.90
Ch. 167+170 to Ch. 168+100 2 930.00 7.00 0.065 846.30
Deduction minor bridge @ Ch. 167+271 -2 22.70 7.00 0.065 -20.66
Ch. 169+500 to Ch. 170+214 2 714.00 7.00 0.065 649.74
0
 Height/
Sr. No. Item Description No. Length Width Depth Quantity Total Quantity Remarks
> Slip Road
Ch. 167+170 to Ch. 168+000 2 830.00 5.50 0.065 593.45
Deduction minor bridge @ Ch. 167+271 -2 22.70 5.50 0.065 -16.23
Ch. 168+000 to Ch. 168+100 2 100.00 7.00 0.065 91.00
(Merge with service road)
Ch. 168+100 to Ch. 168+190 (Junction) 2 90.00 11.00 0.065 128.70
Ch. 168+190 to Ch. 168+450 2 260.00 11.00 0.060 343.20

> Bridge approach

Ch. 167+170 to Ch. 167+530 2 360.00 12.50 0.060 540.00
Ch. 169+558 to Ch. 169+840 1 282.00 16.00 0.060 270.72
> Ramp
Ch. 168+450 to Ch. 168+850 1 400.00 8.00 0.060 192.00
Ch. 168+450 to Ch. 168+690 1 240.00 8.00 0.060 115.20

> Bus lay 2 105.00 6.50 0.065 88.73

5% Extra 282.85
Total Qty in Cum 5939.82
Considering 2.42 MT/Cum 14374.35 14375 MT
15 40mm thick BC
> Widening / Exisitng carriage way
Ch. 169+558 to Ch. 169+840 1 282.00 13.00 0.04 146.64
Ch. 169+840 to Ch. 170+130 2 290.00 13.00 0.04 301.60
Ch. 170+130 to Ch. 170+214 2 84.00 14.50 0.04 97.44
(Merge with service road)

> Service Road

Ch. 166+780 to Ch. 167+170 2 390.00 2.00 0.04 62.40
Ch. 167+170 to Ch. 168+100 2 930.00 7.00 0.04 520.80
Deduction minor bridge @ Ch. 167+271 -2 22.70 7.00 0.065 -20.66
Ch. 169+500 to Ch. 170+214 2 714.00 7.00 0.04 399.84
0
> Slip Road
Ch. 167+170 to Ch. 168+000 2 830.00 5.50 0.04 365.20
Deduction minor bridge @ Ch. 167+271 -2 22.70 5.50 0.04 -9.99
Ch. 168+000 to Ch. 168+100 2 100.00 7.00 0.04 56.00
(Merge with service road)
Ch. 168+100 to Ch. 168+190 (Junction) 2 90.00 11.00 0.04 79.20

> Bus lay 2 105.00 6.50 0.040 54.60

5% Extra 102.65
Total Qty in Cum 2155.73
Considering 2.48 MT/Cum 5346.21 5347 MT
16 50mm thick BC
Ch. 166+780 to Ch. 167+170
Existing Service road 2 390.00 5.00 0.05 195.00
Main carriage way 2 390.00 11.7 0.05 456.30

> Slip Road

Ch. 168+190 to Ch. 168+450 2 260.00 11.00 0.05 286.00

> Bridge approach

Ch. 167+170 to Ch. 167+530 2 360.00 12.50 0.05 450.00
Ch. 169+558 to Ch. 169+840 1 282.00 16.00 0.05 225.60
> Ramp
 Height/
Sr. No. Item Description No. Length Width Depth Quantity Total Quantity Remarks
Ch. 168+450 to Ch. 168+850 1 400.00 8.00 0.05 160.00
Ch. 168+450 to Ch. 168+690 1 240.00 8.00 0.05 96.00
5% Extra 93.45
Total Qty in Cum 1962.35
Considering 2.48 MT/Cum 4866.62 4867 MT
 Height/
Sr. No. Item Description No. Length Width Depth Quantity Total Quantity Remarks
17 Thermoplastic paint
> main carriage way incl. bridge approach
Edge line 4 1404 0.15 842.40
Center line 4 156 6.00 0.15 561.60
> Service Road
Edge line 4 2034 0.15 1220.40
Center line 2 226 6.00 0.15 406.80
> Slip Road
Edge line 4 1020 0.15 612.00
Center line 2 114 6.00 0.15 205.20
> Ramp
Edge line 2 800 0.15 240.00
Center line 1 89 6.00 0.15 80.10
> Existing ROB with approaches
Edge line 4 790 0.15 474.00
Center line 2 88 6.00 0.15 158.40
> Bus lay 2 123 0.60 0.1 14.76
Add 10 % Extra for Arrows & Pedestrian
crossing, Chevron marking, Diagonal 481.57
marking etc

Total 5297.23 5298 Sqm

18 Cat eyes
main carriage way incl. bridge approach 8 1404 '@every 18 m 624.00
Service Road 6 2034 '@every 18 m 678.00
Slip Road 6 1020 '@every 18 m 340.00
Ramp 3 800 '@every 18 m 133.00
Existing ROB with approaches 6 790 '@every 18 m 263.00
Bus lay 2 110 73.00
Add 10 % Extra 212.00
Total 2323.00 2323 No.
19 Road furniture
Hazard board 8 8 8 No.
Hazard with direction 6 6 6 No.
90 cm equilateral triangle lile junction,
round about, give way. Left-right, merge 24 24 24 No.
traffic etc.

Single chevron 7 7 7 No.

Double chevron 4 4 4 No.
Advance Direcrion board 4 4 4 No.
Compulsory keep left 2 2 2 No.
Pertol pump 2 2 2 No.
Route marker 8 8 8 No.
Bus stop 2 2 2 No.
Bus lay 2 2 2 No.
Over head traffic sign 2 2 2 No.

Kilometer stone 6 6 6 No.

5th kilometer stone 2 2 2 No.
Hectometer stone 28 28 28 No.
Boundary stone 36 36 36 No.
Indicator stone 140 140 140 No.

20 Precast Kerb
Ch. 167+170 to Ch. 168+000 6 830.00 4980.00
Ch. 169+558 to Ch. 170+130 4 572.00 2288.00
 Height/
Sr. No. Item Description No. Length Width Depth Quantity Total Quantity Remarks
Ch. 169+840 to Ch. 170+214 (median) 2 374.00 748.00
5% Extra 400.80
Total 8416.80 8420 Rmt
 Height/
Sr. No. Item Description No. Length Width Depth Quantity Total Quantity Remarks
21 Kerb marking
Ch. 167+170 to Ch. 168+000 6 830.00 0.20 996.00
Ch. 169+558 to Ch. 170+130 4 572.00 0.20 457.60
Ch. 169+840 to Ch. 170+214 (median) 2 374.00 0.20 149.60
5% Extra 80.16
Total 1683.36 1684 Sqm
22 Metal beam crash barrier
Ch. 166+780 to Ch. 168+000 2 1220.00 2440.00
Ch. 169+558 to Ch. 170+130 2 572.00 1144.00
Ch. 169+840 to Ch. 170+214 (median) 1 374.00 374.00
Total 3958.00 3960 Rmt
23 150mm dia PVC pipe for drainage at 5.0m interval

Ch. 167+170 to Ch. 167+530 2 166.00 1.5 498.00

Ch. 169+558 to Ch. 169+840 2 115.00 1.5 345.00
Ch. 169+840 to Ch. 170+214 (median) 1 75.00 1.5 112.50
5% Extra 47.78
Total 1003.28 1010 Rmt
24 Precast drain including jali/cover
Bridge approach
Ch. 167+170 to Ch. 167+530 2 360.00 720.00
Ch. 169+558 to Ch. 169+840 1 282.00 282.00
Ramp
Ch. 168+450 to Ch. 168+850 1 400.00 400.00
Ch. 168+690 to Ch. 168+850 1 160.00 160.00
Total 1562.00 1570 Rmt
25 P.C.C. M15
RCC Drain 4272.00 2.20 0.10 939.84 940 Cum

26 RCC Drain
Ch. 166+780 to Ch. 167+170 2 390.00 780.00
Ch. 167+170 to Ch. 167+530 2 360.00 720.00
Ch. 167+530 to Ch. 168+000 2 470.00 940.00
Ch. 168+190 to Ch. 168+450 2 260.00 520.00
Ch. 169+558 to Ch. 169+840 2 282.00 564.00
Ch. 169+840 to Ch. 170+214 2 374.00 748.00
Total Length = 4272.00

Base slab 1 4272.00 2.00 0.20 1708.80

wall 2 4272.00 1.25 0.20 2136.00
Top Slab 1 4272.00 2.00 0.20 1708.80

Total 5553.60 5560 Cum

27 Iron grating
428 20 Kg per grating 8560.00 8560 Kg
28 Utility Duct
8 8.00 8 No.

29 NP4 RCC pipe (Minimum 600 dia)

4 60 240.00 240 Rmt

30 Excavation for shelter foundation

8 1.21 1.21 1.50 17.57 20 Cum
31 P.C.C. 1:4:8
8 1.15 1.15 0.10 1.06 2 Cum
 Height/
Sr. No. Item Description No. Length Width Depth Quantity Total Quantity Remarks
32 Concrete work for Shelter 0.00
Footing 8 1.00 1.00 0.35 2.80
Column 8 0.30 0.23 3.55 1.96
Plinth beam 4 4.90 0.23 0.40 1.80
4 3.04 0.23 0.40 1.12
Total 2.92
Grade slab 2 5.04 3.04 0.075 2.30
Roof beam 4 4.90 0.23 0.45 2.03
4 3.04 0.23 0.45 1.26
Total 3.29
Chajja 10 1.20 0.45 0.10 4.55
Roof slab 2 5.04 3.04 0.100 3.06
Total 27.09 30 Cum
33 Reinforcement
RCC Drain 0.100 Mt/cum 5553.60 555.36
Shelter 0.100 Mt/cum 27.09 2.71
Total 558.07 560 MT
34 Brick masonry work
long wall 2 4.90 0.23 2.100 4.73
short wall 4 3.04 0.23 2.100 5.87
Parapet wall 2 18.00 0.23 0.300 2.48
Seating 30 0.45 0.115 0.475 0.74
Step 2 2.00 0.400 0.400 0.64
2 2.00 0.400 0.200 0.32
Total 14.79 15 Cum
 AHMEDABAD - BAMANBORE - RAJKOT NATIONAL HIGHWAY

MEASUREMENT SHEET

Sr. No. Item Description No. Length Width Height/ Quantity Total Quantity Remarks
Depth
1 Dismantling of flexible pavements
Ch. 168+100 to Ch. 168+190 (Junction) 2 90.00 11.00 0.20 2098.80
Ch. 166+780 to Ch. 167+170
Exi. Service road 2 390.00 5.00 0.20 780.00
Ch. 169+558 to Ch. 169+840
Main carriage way 1 282.00 8.75 0.20 493.50
Ch. 169+840 to Ch. 170+214
Main carriage way 2 374.00 8.75 0.20 1309.00
5% extra 234.1
Total 4915.37 4916 Cum
2 Scarification
Ch. 166+780 to Ch. 167+170
Exi. Service road 2 390.00 5.00 3900.00
Main carriage way 2 390.00 11.70 9126.00
Ch. 169+558 to Ch. 169+840
Main carriage way 1 282.00 8.75 2467.50
Ch. 169+840 to Ch. 170+214
Main carriage way 2 374.00 8.75 6545.00
5% extra 1101.9
Total 23140.43 23141 Sqm
3 Box cutting
> Widening Road
Ch. 166+780 to Ch. 167+170 2 390.00 2.00 0.50 780.00
Ch. 169+558 to Ch. 169+840 1 282.00 5.75 0.50 810.75 Including
Ch. 169+840 to Ch. 170+130 2 290.00 5.75 0.50 1667.50 Separator
Ch. 170+130 to Ch. 170+214 2 84.00 5.75 0.50 483.00
(Merge with service road)

> Service Road

Ch. 167+170 to Ch. 167+530 2 360.00 7.00 0.50 2520.00
Deduction minor bridge @ Ch. 167+271 -2 22.70 7.00 0.50 -158.90
Ch. 167+530 to Ch. 168+100 2 570.00 7.00 0.50 3990.00
Ch. 169+500 to Ch. 169+840 2 340.00 7.00 0.50 2380.00
Ch. 169+840 to Ch. 170+214 2 374.00 7.00 0.50 2618.00

> Slip Road

Ch. 167+170 to Ch. 167+530 2 360.00 7.00 0.50 2520.00
Deduction minor bridge @ Ch. 167+271 -2 22.70 7.00 0.50 -158.90 Including
Separator
Ch. 167+530 to Ch. 168+000 2 470.00 7.00 0.50 3290.00
Ch. 168+000 to Ch. 168+100 2 100.00 7.00 0.50 700.00
(Merge with service road)
Ch. 168+100 to Ch. 168+190 (Junction) 2 90.00 11.00 0.50 990.00
Ch. 168+190 to Ch. 168+450 2 260.00 11.00 0.50 2860.00

> Bus lay 2 105.00 6.50 1.055 1440.08

5% Extra 1336.58
Total 28068.10 28069 Cum
 Height/
Sr. No. Item Description No. Length Width Depth Quantity Total Quantity Remarks
4 Embankment
> Widening Road
Ch. 166+780 to Ch. 167+170 2 390.00 2.00 1.00 1560.00
Ch. 169+558 to Ch. 169+840 1 282.00 5.75 1.00 1621.50 Including
Ch. 169+840 to Ch. 170+130 2 290.00 5.75 1.00 3335.00 Separator
Ch. 170+130 to Ch. 170+214 2 84.00 5.75 1.00 966.00
(Merge with service road)

> Service Road

Ch. 167+170 to Ch. 167+530 2 360.00 7.00 1.00 5040.00
Deduction minor bridge @ Ch. 167+271 -2 22.70 7.00 1.00 -317.80
Ch. 167+530 to Ch. 168+100 2 570.00 7.00 1.00 7980.00
Ch. 169+500 to Ch. 169+840 2 340.00 7.00 1.00 4760.00
Ch. 169+840 to Ch. 170+214 2 374.00 7.00 1.00 5236.00

> Slip Road

Ch. 167+170 to Ch. 167+530 2 360.00 7.00 0.30 1512.00
Deduction minor bridge @ Ch. 167+271 -2 22.70 7.00 0.30 -95.34 Including
Separator
Ch. 167+530 to Ch. 168+000 2 470.00 7.00 0.30 1974.00
Ch. 168+000 to Ch. 168+100 2 100.00 7.00 0.30 420.00
(Merge with service road)
Ch. 168+100 to Ch. 168+190 (Junction) 2 90.00 11.00 0.30 594.00
Ch. 168+190 to Ch. 168+450 2 260.00 11.00 0.30 1716.00

> Bus lay 2 105.00 6.50 1.00 1365.00

> Island
Ch. 167+170 to Ch. 167+411 2 241.00 1.20 0.60 347.04
Ch. 167+411 to Ch. 168+000 2 589.00 1.20 0.60 848.16
Ch. 169+558 to Ch. 169+840 2 282.00 1.20 0.60 406.08
Ch. 169+840 to Ch. 170+214 2 374.00 1.20 0.60 538.56

5% Extra 1990.31
Total 41796.51 41797 Cum
5 Subgrade
> Widening Road
Ch. 166+780 to Ch. 167+170 2 390.00 2.00 0.50 780.00
Ch. 169+558 to Ch. 169+840 1 282.00 5.75 0.50 810.75
Ch. 169+840 to Ch. 170+130 2 290.00 5.75 0.50 1667.50
Ch. 170+130 to Ch. 170+214 2 84.00 5.75 0.50 483.00
(Merge with service road)
0
> Service Road
Ch. 167+170 to Ch. 167+530 2 360.00 7.00 0.50 2520.00
Deduction minor bridge @ Ch. 167+271 -2 22.70 7.00 0.50 -158.90
Ch. 167+530 to Ch. 168+100 2 570.00 7.00 0.50 3990.00
Ch. 169+500 to Ch. 169+840 2 340.00 7.00 0.50 2380.00
Ch. 169+840 to Ch. 170+214 2 374.00 7.00 0.50 2618.00

> Slip Road

Ch. 167+170 to Ch. 167+530 2 360.00 7.00 0.50 2520.00
7.00 0.50 -158.90 Including
Deduction minor bridge @ Ch. 167+271 -2 22.70 Separator
Ch. 167+530 to Ch. 168+000 2 470.00 7.00 0.50 3290.00
Ch. 168+000 to Ch. 168+100 2 100.00 7.00 0.50 700.00
(Merge with service road)
Ch. 168+100 to Ch. 168+190 (Junction) 2 90.00 11.00 0.50 990.00
 Height/
Sr. No. Item Description No. Length Width Depth Quantity Total Quantity Remarks
Ch. 168+190 to Ch. 168+450 2 260.00 11.00 0.50 2860.00
0.00
> Bus lay 2 105.00 6.50 0.50 682.50

5% Extra 1298.70
Total 27272.65 27273 Cum
 Height/
Sr. No. Item Description No. Length Width Depth Quantity Total Quantity Remarks
6 GSB
> Widening Road
Ch. 166+780 to Ch. 167+170 2 390.00 2.00 0.20 312.00
Ch. 169+558 to Ch. 169+840 1 282.00 5.75 0.20 324.30
Ch. 169+840 to Ch. 170+130 2 290.00 5.75 0.20 667.00
Ch. 170+130 to Ch. 170+214 2 84.00 5.75 0.20 193.20
(Merge with service road)
0
> Service Road
Ch. 167+170 to Ch. 167+530 2 360.00 7.00 0.20 1008.00
Deduction minor bridge @ Ch. 167+271 -2 22.70 7.00 0.20 -63.56
Ch. 167+530 to Ch. 168+100 2 570.00 7.00 0.20 1596.00
Ch. 169+500 to Ch. 169+840 2 340.00 7.00 0.20 952.00
Ch. 169+840 to Ch. 170+214 2 374.00 7.00 0.20 1047.20
0
> Slip Road
Ch. 167+170 to Ch. 167+530 2 360.00 7.00 0.20 1008.00
Deduction minor bridge @ Ch. 167+271 -2 22.70 7.00 0.20 -63.56 Including
Separator
Ch. 167+530 to Ch. 168+000 2 470.00 7.00 0.20 1316.00
Ch. 168+000 to Ch. 168+100 2 100.00 7.00 0.20 280.00
(Merge with service road)
Ch. 168+100 to Ch. 168+190 (Junction) 2 90.00 11.00 0.20 396.00

> Bus lay 2 105.00 6.50 0.200 273.00

5% Extra 462.28
Total 9707.86 9708 Cum
7 WMM
> Widening Road
Ch. 166+780 to Ch. 167+170 2 390.00 2.00 0.25 390.00
Ch. 169+558 to Ch. 169+840 1 282.00 4.55 0.25 320.78
Ch. 169+840 to Ch. 170+130 2 290.00 4.55 0.25 659.75
Ch. 170+130 to Ch. 170+214 2 84.00 5.75 0.25 241.50
(Merge with service road)

> Profile Correction

Ch. 166+780 to Ch. 167+170 2 390.00 5.00 0.20 780.00
Ch. 169+558 to Ch. 169+840 1 282.00 8.75 0.25 616.88
Ch. 169+840 to Ch. 170+130 2 290.00 8.75 0.25 1268.75
Ch. 170+130 to Ch. 170+214 367.50
2 84.00 8.75 0.25
(Merge with service road)

> Service Road

Ch. 167+170 to Ch. 167+530 2 360.00 7.00 0.25 1260.00
Deduction minor bridge @ Ch. 167+271 -2 22.70 7.00 0.25 -79.45
Ch. 167+530 to Ch. 168+100 2 570.00 7.00 0.25 1995.00
Ch. 169+500 to Ch. 169+840 2 340.00 7.30 0.25 1241.00
Ch. 169+840 to Ch. 170+214 2 374.00 7.30 0.25 1365.10
0
> Slip Road
Ch. 167+170 to Ch. 167+530 2 360.00 5.50 0.25 990.00
Deduction minor bridge @ Ch. 167+271 -2 22.70 5.50 0.25 -62.43
Ch. 167+530 to Ch. 168+000 2 470.00 5.50 0.25 1292.50
Ch. 168+000 to Ch. 168+100 2 100.00 7.00 0.25 350.00
(Merge with service road)
Ch. 168+100 to Ch. 168+190 (Junction) 2 90.00 11.00 0.25 495.00
 Height/
Sr. No. Item Description No. Length Width Depth Quantity Total Quantity Remarks
> Bus lay 2 105.00 6.50 0.250 341.25

5% Extra 691.66
Total 14524.78 14525 Cum
 Height/
Sr. No. Item Description No. Length Width Depth Quantity Total Quantity Remarks

8 CTSB
> Slip Road
Ch. 168+190 to Ch. 168+450 2 260.00 11.00 0.20 1144.00
> Bridge approach
Ch. 167+170 to Ch. 167+530 2 360.00 12.75 0.20 1836.00
Ch. 169+558 to Ch. 169+840 1 282.00 16.00 0.20 902.40
> Ramp
Ch. 168+450 to Ch. 168+850 1 400.00 8.00 0.20 640.00
Ch. 168+450 to Ch. 168+690 1 240.00 8.00 0.20 384.00
5% Extra 245.32
Total 5151.72 5152 Cum
9 CTB
> Slip Road
Ch. 168+190 to Ch. 168+450 2 260.00 11.00 0.14 800.80
> Bridge approach
Ch. 167+170 to Ch. 167+530 2 360.00 12.75 0.14 1285.20
Ch. 169+558 to Ch. 169+840 1 282.00 16.00 0.14 631.68
> Ramp
Ch. 168+450 to Ch. 168+850 1 400.00 8.00 0.14 448.00
Ch. 168+450 to Ch. 168+690 1 240.00 8.00 0.14 268.80
5% Extra 171.72
Total 3606.20 3607 Cum
10 AIL
> Slip Road
Ch. 168+190 to Ch. 168+450 2 260.00 11.00 0.10 572.00
> Bridge approach
Ch. 167+170 to Ch. 167+530 2 360.00 12.75 0.10 918.00
Ch. 169+558 to Ch. 169+840 1 282.00 16.00 0.10 451.20
> Ramp
Ch. 168+450 to Ch. 168+850 1 400.00 8.00 0.10 320.00
Ch. 168+450 to Ch. 168+690 1 240.00 8.00 0.10 192.00
5% Extra 122.66
Total 2575.86 2576 Cum
11 Prime coat
> Widening / Exisitng carriage way
Ch. 169+558 to Ch. 169+840 1 282.00 13.00 3666.00
Ch. 169+840 to Ch. 170+130 2 290.00 13.00 7540.00
Ch. 170+130 to Ch. 170+214 2 84.00 14.50 2436.00
(Merge with service road)

> Service Road

Ch. 166+780 to Ch. 167+170 2 390.00 7.00 5460.00
Ch. 167+170 to Ch. 167+530 2 360.00 7.00 5040.00
Deduction minor bridge @ Ch. 167+271 -2 22.70 7.00 -317.80
Ch. 167+530 to Ch. 168+100 2 570.00 7.00 7980.00
Ch. 169+500 to Ch. 169+840 2 340.00 7.00 4760.00
Ch. 169+840 to Ch. 170+214 2 374.00 7.00 5236.00
0
> Slip Road
Ch. 167+170 to Ch. 167+530 2 360.00 5.50 3960.00
Deduction minor bridge @ Ch. 167+271 -2 22.70 5.50 -249.70
Ch. 167+530 to Ch. 168+000 2 470.00 5.50 5170.00
Ch. 168+000 to Ch. 168+100 2 100.00 7.00 1400.00
(Merge with service road)
Ch. 168+100 to Ch. 168+190 (Junction) 2 90.00 11.00 1980.00
Ch. 168+190 to Ch. 168+450 2 260.00 11.00 5720.00
 Height/
Sr. No. Item Description No. Length Width Depth Quantity Total Quantity Remarks

> Bridge approach

Ch. 167+170 to Ch. 167+530 2 360.00 12.75 9180.00
Ch. 169+558 to Ch. 169+840 1 282.00 16.00 4512.00
> Ramp
Ch. 168+450 to Ch. 168+850 1 400.00 8.00 3200.00
Ch. 168+450 to Ch. 168+690 1 240.00 8.00 1920.00

> Bus lay 2 105.00 6.50 1365.00

5% Extra 3997.88
Total 83955.38 83956 Sqm
12 Tack coat for Binder course
> Widening / Exisitng carriage way
Ch. 169+558 to Ch. 169+840 1 282.00 13.00 3666.00
Ch. 169+840 to Ch. 170+130 2 290.00 13.00 7540.00
Ch. 170+130 to Ch. 170+214 2 84.00 14.50 2436.00
(Merge with service road)

> Service Road

Ch. 166+780 to Ch. 167+170 2 390.00 7.00 5460.00
Ch. 167+170 to Ch. 167+530 2 360.00 7.00 5040.00
Deduction minor bridge @ Ch. 167+271 -2 22.70 7.00 -317.80
Ch. 167+530 to Ch. 168+100 2 570.00 7.00 7980.00
Ch. 169+500 to Ch. 169+840 2 340.00 7.00 4760.00
Ch. 169+840 to Ch. 170+214 2 374.00 7.00 5236.00
0
 Height/
Sr. No. Item Description No. Length Width Depth Quantity Total Quantity Remarks
> Slip Road
Ch. 167+170 to Ch. 167+530 2 360.00 5.50 3960.00
Deduction minor bridge @ Ch. 167+271 -2 22.70 5.50 -249.70
Ch. 167+530 to Ch. 168+000 2 470.00 5.50 5170.00
Ch. 168+000 to Ch. 168+100 2 100.00 7.00 1400.00
(Merge with service road)
Ch. 168+100 to Ch. 168+190 (Junction) 2 90.00 11.00 1980.00
Ch. 168+190 to Ch. 168+450 2 260.00 11.00 5720.00

> Bridge approach

Ch. 167+170 to Ch. 167+530 2 360.00 12.75 9180.00
Ch. 169+558 to Ch. 169+840 1 282.00 16.00 4512.00
> Ramp
Ch. 168+450 to Ch. 168+850 1 400.00 8.00 3200.00
Ch. 168+450 to Ch. 168+690 1 240.00 8.00 1920.00

> Bus lay 2 105.00 6.50 1365.00

5% Extra 3997.88
Total 83955.38 83956 Sqm
13 Tack coat for Wearing course
Quatntity as per above item 83956 Sqm

14 DBM
> Widening / Exisitng carriage way
Ch. 166+780 to Ch. 167+170 2 390.00 11.70 0.065 593.19
Ch. 169+558 to Ch. 169+840 1 282.00 13.00 0.065 238.29
Ch. 169+840 to Ch. 170+130 2 290.00 13.00 0.065 490.10
Ch. 170+130 to Ch. 170+214 2 84.00 14.50 0.065 158.34
(Merge with service road)

> Service Road

Ch. 166+780 to Ch. 167+170 2 390.00 7.00 0.065 354.90
Ch. 167+170 to Ch. 167+530 2 360.00 7.00 0.065 327.60
Deduction minor bridge @ Ch. 167+271 -2 22.70 7.00 0.065 -20.66
Ch. 167+530 to Ch. 168+100 2 570.00 7.00 0.065 518.70
Ch. 169+500 to Ch. 169+840 2 340.00 7.00 0.065 309.40
Ch. 169+840 to Ch. 170+214 2 374.00 7.00 0.065 340.34
0
> Slip Road
Ch. 167+170 to Ch. 167+530 2 360.00 5.50 0.065 257.40
Deduction minor bridge @ Ch. 167+271 -2 22.70 5.50 0.065 -16.23
Ch. 167+530 to Ch. 168+000 2 470.00 5.50 0.065 336.05
Ch. 168+000 to Ch. 168+100 2 100.00 7.00 0.065 91.00
(Merge with service road)
Ch. 168+100 to Ch. 168+190 (Junction) 2 90.00 11.00 0.065 128.70
Ch. 168+190 to Ch. 168+450 2 260.00 11.00 0.060 343.20

> Bridge approach

Ch. 167+170 to Ch. 167+530 2 360.00 12.75 0.06 550.80
Ch. 169+558 to Ch. 169+840 1 282.00 16.00 0.06 270.72
> Ramp
Ch. 168+450 to Ch. 168+850 1 400.00 8.00 0.06 192.00
Ch. 168+450 to Ch. 168+690 1 240.00 8.00 0.06 115.20

> Bus lay 2 105.00 6.50 0.065 88.73

 Height/
Sr. No. Item Description No. Length Width Depth Quantity Total Quantity Remarks

5% Extra 283.39
Total Qty in Cum 5951.16
Considering 2.42 MT/Cum 14401.80 14402 MT
15 40mm thick BC
> Widening / Exisitng carriage way
Ch. 169+558 to Ch. 169+840 1 282.00 13.00 0.04 146.64
Ch. 169+840 to Ch. 170+130 2 290.00 13.00 0.04 301.60
Ch. 170+130 to Ch. 170+214 2 84.00 14.50 0.04 97.44
(Merge with service road)

> Service Road

Ch. 166+780 to Ch. 167+170 2 390.00 2.00 0.04 62.40
Ch. 167+170 to Ch. 167+530 2 360.00 7.00 0.04 201.60
Deduction minor bridge @ Ch. 167+271 -2 22.70 7.00 0.065 -20.66
Ch. 167+530 to Ch. 168+100 2 570.00 7.00 0.04 319.20
Ch. 169+500 to Ch. 169+840 2 340.00 7.00 0.04 190.40
Ch. 169+840 to Ch. 170+214 2 374.00 7.00 0.04 209.44
 Height/
Sr. No. Item Description No. Length Width Depth Quantity Total Quantity Remarks

0
> Slip Road
Ch. 167+170 to Ch. 167+530 2 360.00 5.50 0.04 158.40
Deduction minor bridge @ Ch. 167+271 -2 22.70 5.50 0.04 -9.99
Ch. 167+530 to Ch. 168+000 2 470.00 5.50 0.04 206.80
Ch. 168+000 to Ch. 168+100 2 100.00 7.00 0.04 56.00
(Merge with service road)
Ch. 168+100 to Ch. 168+190 (Junction) 2 90.00 11.00 0.04 79.20

> Bus lay 2 105.00 6.50 0.040 54.60

5% Extra 102.65
Total Qty in Cum 2155.73
Considering 2.48 MT/Cum 5346.21 5347 MT
16 50mm thick BC
Ch. 166+780 to Ch. 167+170
Existing Service road 2 390.00 5.00 0.05 195.00
Main carriage way 2 390.00 11.7 0.05 456.30

> Slip Road

Ch. 168+190 to Ch. 168+450 2 260.00 11.00 0.05 286.00

> Bridge approach

Ch. 167+170 to Ch. 167+530 2 360.00 12.75 0.05 459.00
Ch. 169+558 to Ch. 169+840 1 282.00 16.00 0.05 225.60
> Ramp
Ch. 168+450 to Ch. 168+850 1 400.00 8.00 0.05 160.00
Ch. 168+450 to Ch. 168+690 1 240.00 8.00 0.05 96.00
5% Extra 93.90
Total Qty in Cum 1971.80
Considering 2.48 MT/Cum 4890.05 4891 MT
17 Thermoplastic
> main carriage way incl. bridge approach
Edge line 4 1404 0.15 842.40
Center line 4 156 6.00 0.15 561.60
> Service Road
Edge line 4 2034 0.15 1220.40
Center line 2 226 6.00 0.15 406.80
> Slip Road
Edge line 4 1020 0.15 612.00
Center line 2 114 6.00 0.15 205.20
> Ramp
Edge line 2 800 0.15 240.00
Center line 1 89 6.00 0.15 80.10
> Existing ROB with approaches
Edge line 4 790 0.15 474.00
Center line 2 88 6.00 0.15 158.40
> Bus lay 2 123 0.60 0.1 14.76
Add 10 % Extra for Arrows & Pedestrian
crossing, Chevron marking, Diagonal 481.57
marking etc

Total 5297.23 5298 Sqm

18 Cate eyes
main carriage way incl. bridge approach 8 1404 '@every 18 m 624.00
 Height/
Sr. No. Item Description No. Length Width Depth Quantity Total Quantity Remarks
Service Road 6 2034 '@every 18 m 678.00
Slip Road 6 1020 '@every 18 m 340.00
Ramp 3 800 '@every 18 m 133.00
Existing ROB with approaches 6 790 '@every 18 m 263.00
Bus lay 2 110 73.00
Add 10 % Extra 212.00
Total 2323.00 2323 No.
19 Road furniture
Hazard board 8 8 8 No.
Hazard with direction 6 6 6 No.
90 cm equilateral triangle lile junction,
round about, give way. Left-right, merge 24 24 24 No.
traffic

Single chevron 7 7 7 No.

Double chevron 4 4 4 No.
Advance Direcrion board 4 4 4 No.
Compuisory keep left 2 2 2 No.
Pertol pump 2 2 2 No.
Route marker 8 8 8 No.
Bus stop 2 2 2 No.
Bus lay 2 2 2 No.
Over head traffic sign 2 2 2 No.

Kilometer stone 6 6 6 No.

5th kilometer stone 2 2 2 No.
Hectometer stone 28 28 28 No.
Boundary stone 36 36 36 No.
Indicator 140 140 140 No.

20 Precast Kerb
Ch. 167+170 to Ch. 167+530 6 360.00 2160.00
Ch. 167+530 to Ch. 168+000 6 470.00 2820.00
Ch. 169+558 to Ch. 169+840 3 282.00 846.00
Ch. 169+840 to Ch. 170+130 4 290.00 1160.00
Ch. 169+840 to Ch. 170+214 (median) 2 374.00 748.00
5% Extra 386.70
Total 8120.70 8130 Rmt
21 Kerb marking
Ch. 166+780 to Ch. 167+170 2 390.00 0.20 156.00
Ch. 167+170 to Ch. 167+530 4 360.00 0.20 288.00
Ch. 167+530 to Ch. 168+000 4 470.00 0.20 376.00
Ch. 169+558 to Ch. 169+840 3 282.00 0.20 169.20
Ch. 169+840 to Ch. 170+130 4 290.00 0.20 232.00
Ch. 169+840 to Ch. 170+214 (median) 2 374.00 0.20 149.60
5% Extra 68.54
Total 1439.34 1440 Sqm
22 Metal beam crash barrier
Ch. 166+780 to Ch. 167+170 2 390.00 780.00
Ch. 167+170 to Ch. 167+530 2 360.00 720.00
Ch. 167+530 to Ch. 168+000 2 470.00 940.00
Ch. 169+558 to Ch. 169+840 2 282.00 564.00
Ch. 169+840 to Ch. 170+130 2 290.00 580.00
Ch. 169+840 to Ch. 170+214 (median) 1 374.00 374.00

Total 3958.00 3960 Rmt

 Height/
Sr. No. Item Description No. Length Width Depth Quantity Total Quantity Remarks
23 150mm dia PVC pipe for drainage at 5.0m interval

Ch. 167+170 to Ch. 167+530 2 72.00 1.5 216.00

Ch. 167+530 to Ch. 168+000 2 94.00 1.5 282.00
Ch. 169+558 to Ch. 169+840 2 57.00 1.5 171.00
Ch. 169+840 to Ch. 170+130 2 58.00 1.5 174.00
Ch. 169+840 to Ch. 170+214 (median) 1 75.00 1.5 112.50
5% Extra 47.78
Total 1003.28 1010 Rmt
24 Precast drain including jali/cover
Bridge approach
Ch. 167+170 to Ch. 167+530 2 360.00 720.00
Ch. 169+558 to Ch. 169+840 1 282.00 282.00
Ramp
Ch. 168+450 to Ch. 168+850 1 400.00 400.00
Ch. 168+690 to Ch. 168+850 1 160.00 160.00
Total 1562.00 1570 Rmt
25 Excavation
RCC Drain 940.00 2.20 1.60 3308.80 3310 Cum
26 P.C.C. M15
RCC Drain 4272.00 2.20 0.10 939.84 940 Cum

27 RCC Drain
Ch. 166+780 to Ch. 167+170 2 390.00 780.00
Ch. 167+170 to Ch. 167+530 2 360.00 720.00
Ch. 167+530 to Ch. 168+000 2 470.00 940.00
Ch. 168+190 to Ch. 168+450 2 260.00 520.00
Ch. 169+558 to Ch. 169+840 2 282.00 564.00
Ch. 169+840 to Ch. 170+214 2 374.00 748.00
Total Length = 4272.00

Base slab 1 4272.00 2.00 0.20 1708.80

wall 2 4272.00 1.25 0.20 2136.00
Top Slab 1 4272.00 2.00 0.20 1708.80

Total 5553.60 5560 Cum

28 Iron grating
428 20 Kg per grating 8560.00 8560 Kg
29 Utility Duct
8 8.00 8 No.

30 NP4 RCC pipe (Minimum 600 dia)

4 60 240.00 240 Rmt

31 Excavation for footing (2 shelter)

8 1.21 1.21 1.50 17.57 20 Cum
32 P.C.C. 1:4:8
8 1.15 1.15 0.10 1.06 2 Cum
33 Concrete work 0.00
Footing 8 1.00 1.00 0.35 2.80 3.00 Cum
Column 8 0.30 0.23 3.55 1.96 2.00 Cum
Plinth beam 4 4.90 0.23 0.40 1.80
4 3.04 0.23 0.40 1.12
Total 2.92 3.00 Cum
 Height/
Sr. No. Item Description No. Length Width Depth Quantity Total Quantity Remarks

Grade slab 2 5.04 3.04 0.075 2.30 3.00 Cum

Roof beam 4 4.90 0.23 0.45 2.03
4 3.04 0.23 0.45 1.26
Total 3.29 4.00 Cum
Chajja 10 1.20 0.45 0.10 4.55 5.00 Cum
Roof slab 2 5.04 3.04 0.100 3.06 4.00 Cum
34 Reinforcement
RCC Drain 0.100 Mt/cum 5553.60 555.36
Shelter 0.100 Mt/cum 24.00 2.40
Total 557.76 560 MT
 Height/
Sr. No. Item Description No. Length Width Depth Quantity Total Quantity Remarks
35 Brick masonry work
long wall 2 4.90 0.23 2.100 4.73
short wall 4 3.04 0.23 2.100 5.87
Parapet wall 2 18.00 0.23 0.300 2.48
Seating 30 0.45 0.115 0.475 0.74
Step 2 2.00 0.400 0.400 0.64
2 2.00 0.400 0.200 0.32
Total 14.79 15 Cum
 12660

170214

Bus lay 12618

170172

90 cm equilateral triangle 6
Junction with merging 10
Round about 2
Give way 4
u turn 2
 16000 3340

166780

42