Client: SARDAR SAROVAR NARMADA NIGAM LIMITED
CONSULTANCY SERVICES TO CARRYOUT SURVEY & INVESTIGATION OF
Project: BRIDGES OF SAURASHTRA BRANCH CANAL INCLUDING SUGGESTING
REMEDIAL MEASURES AND PREPARATION OF ESTIMATE & DTP
Title: Design Report of Qantity Estimation for Bridge CH. 1.810 km and 5.730 km
Details of Report
Document Number: HDC/23030
Date: 24-09-2023
Prepared By: P.M.
Checked By: R.M.
SECON PVT. LTD.
Quantity estimation for new proposed PSC girder bridge @ 1810 m & 5730 m
Location : Saurastra Branch Canal crossing
Type of bridge : PSC girder
Number of span : 3
Length of each span : 22 m
Total length of bridge : 66 m
1) Concrete quantity in girders GRADE M45
Size L (m) B (m) H (m) Nos. Total (m3)
21.98 0.70 1.95 9.00 269.96
2) Concrete quantity in transverse girders GRADE M45
Size L (m) B (m) H (m) Nos. Total (m3)
6.20 0.60 1.95 9.00 65.29
3) Concrete quantity in deck slab GRADE M45
Size L (m) B (m) H (m) Nos. Total (m3)
21.98 8.25 0.25 3.00 135.97
4) Concrete quantity in crash barrier GRADE M45
Size L (m) B (m) H (m) Nos. Total (m3)
66.00 0.38 1.10 2.00 54.45
5) Concrete quantity in bridge bearings GRADE M45
Size L (m) B (m) H (m) Nos. Total (m3)
0.80 0.80 0.62 18.00 7.14
6) Quantity of concrete in approch slab GRADE M45
RCC L (m) B (m) H (m) Nos. Total (m3)
3.50 8.25 0.30 2.00 17.33
PCC L (m) B (m) H (m) Nos. Total (m3)
3.65 8.55 0.15 2.00 9.36
7) Quantity of bearings AS PER DESIGN
Size L (m) B (m) H (m) Nos. Total (m3)
0.50 0.32 0.10 18.00 0.30
8) Steel quantity in griders GRADE Fe500D Total (kg)
Bar no. Length (m) Dia (mm) No of bars No of girders
1 18.20 16 8 9 2070.76
1a 11.20 16 8 9 1274.31
2 18.20 12 6 9 873.60
3 18.20 12 24 9 3494.40
4 11.20 12 24 9 2150.40
5 18.20 12 4 9 582.40
5a 11.20 12 4 9 358.40
6 18.20 16 6 9 1553.07
6a 11.20 16 6 9 955.73
6b 21.97 16 4 9 1249.85
7 4.98 12 146 9 5816.64
7a 5.90 12 90 9 4248.00
8 2.61 12 176 9 3674.88
8a 1.83 12 176 9 2576.64
9 1.83 12 176 9 2576.64
10 4.98 12 90 9 3585.60
11 2.61 12 90 9 1879.20
12 2.80 12 4 9 89.60
13 5.90 12 4 9 188.80
14 2.80 12 8 9 179.20
15 1.27 12 176 9 1781.12
16 1.27 12 90 9 910.80
17 0.95 12 176 9 1330.56
18 0.95 12 90 9 680.40
9) Prestressing elements AS PER DESIGN Total (kg)
Dia (mm) Length No
Spiral reinforcement 16 3.36 72 382.29
(Fe500D)
Cable 19T 11.88 cm2 No. 1 22.867 9 1920.26
(12-T-13) 11.88 cm2 No. 2 22.879 9 1921.26
11.88 cm2 No. 3 22.892 9 1922.35
Cable 15T 9.504 cm2 No. 4 22.919 9 1536.20
Total (m)
Bright Metal Sheathing 91.557 9 824.013
10) Steel quantity in transverse girder GRADE Fe500D Total (kg)
Bar no. Length (m) Dia (mm) No of bars No of girders
1 7.1 25 3 9 739.58
1a 4.5 25 3 9 468.75
2 7.1 25 3 9 739.58
2a 4.5 25 3 9 468.75
3 4.5 12 48 9 1728.00
4 7.1 12 12 9 681.60
4a 4.5 12 12 9 432.00
5 3.1 25 8 9 861.11
5a 3.1 25 8 9 861.11
6 7.1 16 3 9 302.93
6a 4.5 16 3 9 192.00
7 3.1 12 48 9 1190.40
8 7.1 12 10 9 568.00
8a 7.1 12 10 9 568.00
11) Steel quantity in deck slab GRADE Fe500D Total (kg)
a1 44 12 55 3 6453.33
a2 8.75 12 150 3 3500.00
a3 8.75 12 150 3 3500.00
12) steel quantity in crach barrier GRADE Fe500D Total (kg)
1 22 10 12 3 488.89
2 2.9 12 184 3 1422.93
3 1.4 16 184 3 1221.21
13) Steel quantity in approach slab GRADE Fe500D Total (kg)
1 7 12 55 2 684.44
2 8.25 12 24 2 352.00
3 8.25 12 24 2 352.00
14) Steel quantity for misc. elements GRADE Fe250
length (m)
Steel edge beam 33
Strip seal 33
Anchor studs 16 dia & 152 mm LG. 24.75
Drain pipe 100 mm dia PVC 6.4
15) Wearing coat for road
3
Size L (m) B (m) H (m) Nos. Total (m )
73.00 7.50 0.08 1.00 41.06
Summary
3
Total (m )
Concrete M45 550.14
Concrete M15 9.36
Total (kg)
Steel (Fe500D) Dia (mm) 10 488.89
Steel (Fe500D) Dia (mm) 12 58409.99
Steel (Fe500D) Dia (mm) 16 9202.16
Steel (Fe500D) Dia (mm) 25 4138.89
