technical sanction for safi abad bridge new.xlsx
DESCRIPTION
dTRANSCRIPT
CONSTRUCTION OF RCC BRIDGE AT VILLAGE SAFI ABAD, DISTRICT MARDAN
ABSTRACT OF COST
Schedule No DESCRIPTION UNIT Qty RATE AMOUNTS
(A) APPROACHES
ROAD WORK
03-56 Clearing and grubbing 2600.00 22.08 57408
03-58 Compection of natural ground 2600.00 17.17 44642
03-61-c 11580.00 440.32 5098905.6
16-03-a Grannular sub base using pitrun gravel 383.25 944.55 361998.79
16-04-b Water bound Macadam base course 383.25 1916.73 734586.7725
16-07 Bituminous tack coat 292.00 51.18 14944.56
16-12-b 14.60 17863.36 260805.056
16-08-c Double surface treatment 657.00 415.59 273042.63
16-08-b Triple surface treatment 1898.00 504.1 956781.80
16-10 949.00 20.01 18989.49
STRUCTURE WORK
03-60-a Structural excavation in common material 1140.00 236.2 269268
06-05-i 144 4443.67 639888
06-05-h 110.40 5227.11 577072.94
;08-03-d-03 1830.00 4725.67 8647976.1
06-38-b 480.00 406.72 195225.6
06-36-b 960.00 3490.25 3350640
M2
M2
Formation of embakment from borrow excavation in common material including compaction by power roller
M3
M3
M3
M2
Asphaltic wearing course (asphaltplant hot mix) M3
M2
M2
Scarifaying/ dismentling old road , including removal of debries in one chain NHA spacified.
M2
M3
Plain concrete 1:4:8 including placing, compacting , finishing & curing. M3
Plain concrete 1:3:6 including placing, compacting , finishing & curing. M3
Random rubble masnory in foundation & plinth in cement sand mortor 1:6 M3
Erection and Removing Form work to concrete in any shape/ position (Vertical). M2
PCC (1:3:6) in mass concrete less formwork using 40% boulders. M3
TOTAL 21,502,175.82
(B) BRIDGE WORK
16-25-a M 10.00 6,947.77 69,477.70
16-25-b M 20.00 9,329.66 186,593.20
16-26-d Pile Load test Max Load 400 Tons Job 1.00 485,722.41 485,722.41
16-27-b M 72.00 4,366.80 314,409.60
16-28-b M 153.00 7,145.67 1,093,287.51
06-40-c 176.63 7,222.57 1,275,686.43
03-60-a Structural Excavation in Common Matrial. 27.00 236.20 6,377.40
03-60-c Structural Back fill in common material. 15.00 295.80 4,437.00
06-05-i 17.00 4,443.67 75,542.39
06-06-a-02 73.00 8,319.16 607,298.68
06-06-a-02 10.00 8,319.16 83,191.60
06-06-c-01 78.00 10,857.53 846,887.34
06-06-a-02 80.00 8,319.16 665,532.80
06-06-a-03 54.00 7,480.35 403,938.90
06-06-a-03 19.00 7,480.35 142,126.65
Confirmatory Boring including SPTs, samples, lab tests, bore hole logs & Reports complete in Alluvial Soil.
Confirmatory Boring including SPTs, samples, lab tests, bore hole logs & Reports complete in Gravelly Soil.
Boring for cast in place RCC piles in Alluvial Soils: Dia 760 - 1220 mm
Boring for cast in place RCC piles in Gravely Soils: Dia 760 - 910 mm
Class A3 in piles, 4000 psi on 28 days cylinder test.
M3
M3
M3
Plain Cement Concrete i/e placing, compacting, finishing & curing Ratio 1:4:8. M3
Concrete class A2 (245kgs/sq-cm) Mix ratio (1:1.5:3)in pile caps i/c curing , complete in all respects
M3
Concrete class A2 (245kgs/sq-cm) Mix ratio (1:1.5:3)in pile caps i/c curing , complete in all respects
M3
Concrete 1:1:2 (42 N/sq-mm) in precast deck girder M3
Concrete 1:1.5:3 (28 N/aq-mm) in cast in place deck & diaphragms M3
Concrete 1:2:4 (21 N/sq-mm) in barriers using corduroy finish formwork. M3
Concrete 1:2:4 (21 N/sq-mm) in approch slab. M3
06-07-c Tonn 60.19 118,397.4 7,126,147.84
16-71-a Tonn 6.891 147,530.0 1,016,629.44
16-30-a 172200.00 1.4 242,802.00
16-73-d M 630.00 268.4 169,117.20
16-72-c Each 40.00 7,976.6 319,064.00
16-36 Launch girders in position. M 120.00 1,172.2 140,661.60
16-37 Stressing cables of high tensile steel wire. Nos 40.00 1,274.6 50,984.00
16-38 M 630.00 89.8 56,586.60
16-39 Each 40.00 190.2 7,608.80
16-40 Kg 400.00 115.8 46,332.00
16-55 M 88.00 1,227.0 107,973.36
16-29 Kg 264.00 152.2 40,180.80
TOTAL 15,584,597.24
'(C) ANCILLARY WORKS
16-16-a 10.00 7,765.79 77,657.90
16-18-b 10.00 5,356.59 53,565.90
16-66- a M 103.00 61.50 6,334.50
Supply & fabricate M.S. reinforcement for cement concrete (Hot rolled deformed bars Grade 60
Supply of high tensile pre-stressed concrete steel wire strands grade 270k 0.5" dia packed in standard reeless/weldless coils of two 2000kgs, approximatly binded and wraped in hesscian cloth.
Supply & fix neoprene bearing pads as shown in the drawings. M3
S & F un-galvanized sheath for 10 to 12 wires 0.5" strands cables for concrete girders as shown in the drawings.
Jack anchorage for 10 to 12 wires 0.5" strands (comprising - trumpet stressing blockand wages complete.
Inject cement grout in sheath pipe after stressing.
Cutt off projecting strands from anchorage pockets.
Supply and fixing M.S expension joints assemblies as specified.
Providing & laying PVC services pipes (229 mm diameter) for utilities as per drawings as directed by the Engineer.
Supply fabricate 7 install welded M.S scupper of thickness as per drawings as directed by the Engineer.
Road signs (not exceeding 1 sq-m) without reflection sheets & lettering supply & fixing at site with PCC 1:3:6 upto 3 m depth
M2
Supply & fixing reflective sheets on MS / alluminium road signs etc including lettering High intensity grade.
M2
Pavement markings in non- reflecting thermoplastic paint for 15 cm width
16-19-b-01 Each 20.00 450.93 9,018.60
TOTAL 146,577
GRAND TOTAL (A+B+C) 37,233,350
Supply and fix alluminium alloy studs as per specs medium strip 114x18 mm , 74 beads: uni- direction
ROAD WORK
DESCRIPTION NOLENGTH WIDTH DEPTH Quantity
(M) (M) (M) MKS
1 Clearing and Grubbing
Towards Malakand Road 1 x 1 140.00 10.00 1400.00
Towards Safi Abad Village 1 x 1 120.00 10.00 1200.00
Total 2600.00
2 Natural Ground Compaction
Towards Malakand Road 1 x 1 140.00 10.00 1400.00
Towards Safi Abad Village 1 x 1 120.00 10.00 1200.00
Total 2600.00
3 Formation of Embankement from Borrow excavation in common material
Towards Malakand Road 1 x 1 140.00 10.00 3.00 4200.00
Towards Safi Abad Village 1 x 1 120.00 10.00 3.00 3600.00
Approach Roads 2 x 2 45.00 6.00 3.50 3780.00
Total 11580.00
4 Granular Sub Base course using pit run
Towards Malakand Road 1 x 1 140.00 7.30 0.15 153.30
Towards Safi Abad Village 1 x 1 120.00 7.30 0.15 131.40
Approach Roads 2 x 2 45.00 3.65 0.15 98.55
Total 383.25
5 P/L Water Bound Macadam as specified
SR NO
M2
M2
M2
M2
M2
M2
M3
M3
M3
M3
M3
M3
M3
M3
Towards Malakand Road 1 x 1 140.00 7.30 0.15 153.30
Towards Safi Abad Village 1 x 1 120.00 7.30 0.15 131.40
Approach Roads 2 x 2 45.00 3.65 0.15 98.55
Total 383.25
6 P/L Bituminous Tack Coat
Bridge Portion 1 x 1 40.0 7.30 292.00
Total 292.00
7 Asphaltic wearing course (asphaltplant hot mix)
Bridge Portion 1 x 1 40.0 7.30 0.05 14.60
Total 14.60
8 Double surface treatment
Approach Roads 2 x 2 45.00 3.65 657.00
Total 657.00
9 Triple surface treatment
Towards Malakand Road 1 x 1 140.00 7.30 1022.00
Towards Safi Abad Village 1 x 1 120.00 7.30 876.00
Total 1898.00
10 Scarifaying/ dismentling old road , including removal of debries in one chain NHA spacified.
Towards Malakand Road 1 x 1 140.00 3.65 511.00
Towards Safi Abad Village 1 x 1 120.00 3.65 438.00
Total 949.00
M3
M3
M3
M3
M2
M2
M3
M3
M2
M3
M2
M2
M2
M2
M2
M2
STRUCTURE WORK
DESCRIPTION NOLENGTH WIDTH DEPTH Quantity
(M) (M) (M) MKS
1 Structural Excavation in Common Material
Towards Malakand Road 1 x 1 100.00 3.00 1.00 300.00
Towards Safi Abad Village 2 x 1 80.00 3.00 1.00 480.00
Along Approach Roads 2 x 1 30.00 3.00 2.00 360.00
Total 1140.00
2 Structural Backfill using Common Material
Towards Malakand Road 1 x 1 100.00 1.00 2.00 200.00
Towards Safi Abad Village 2 x 1 80.00 1.00 2.00 320.00
Along Approach Roads 2 x 1 30.00 1.00 2.00 120.00
Total 640.00
3 Plain Cement Concrete incl. placing, compacting, finishing & curing (Ratio 1:4:8).
Towards Malakand Road 1 x 1 100.00 3.00 0.15 45.00
Towards Safi Abad Village 2 x 1 80.00 3.00 0.15 72.00
Along Approach Roads 2 x 1 30.00 3.00 0.15 27.00
Total 144.00
4 Plain Cement Concrete incl. placing, compacting, finishing & curing (Ratio 1:3:6).
PCC Bands
Towards Malakand Road 1 x 1 100.00 2.00 0.15 30.00
Towards Safi Abad Village 2 x 1 80.00 2.00 0.15 48.00
Along Approach Roads 2 x 1 30.00 2.00 0.15 18.00
Coping
Towards Malakand Road 1 x 1 100.00 0.60 0.075 4.50
Towards Safi Abad Village 2 x 1 80.00 0.60 0.075 7.20
Along Approach Roads 2 x 1 30.00 0.60 0.075 2.70
SR NO
M3
M3
M3
M3
M3
M3
M3
M3
M3
M3
M3
M3
M3
M3
M3
M3
M3
M3
Total 110.40
5 Random Rubble Masonry in foundation & Plinth in cement, sand mortor:Ratio 1:6
Towards Malakand Road 1 x 1 100.00 1.50 4.000 600.00
Towards Safi Abad Village 2 x 1 80.00 1.50 4.000 960.00
Along Approach Roads 2 x 1 30.00 1.50 3.000 270.00
Total 1830.00
6 Erection and Removing Form work to concrete in any shape/ position (Vertical).
Towards Malakand Road 1 x 1 100.00 1.500 150.00
Towards Safi Abad Village 2 x 1 80.00 1.500 240.00
Along Approach Roads 2 x 1 30.00 1.500 90.00
Total 480.00
7 PCC (1:3:6) in mass concrete less formwork using 40% boulders.
Towards Malakand Road 1 x 1 100.00 2.00 1.500 300.00
Towards Safi Abad Village 2 x 1 80.00 2.00 1.500 480.00
Along Approach Roads 2 x 1 30.00 2.00 1.500 180.00
Total 960.00
M3
M3
M3
M3
M3
M2
M2
M2
M2
M3
M3
M3
M3
DETAIL ESTIMATE
DESCRIPTION NOLENGTH WIDTH DEPTH QUANTITY
(M) (M) (M) MKS
1 Confirmatory boring, SPT samples & lab tests, bore logs and report alluvial soil
2 x 1 5.00 10.00 M
Total 10.00 M
2 Confirmatory boring, SPT samples & lab tests, bore logs and report Gravelly soil
2 x 1 10.00 20.00 M
Total 20.00 M
3 Pile Load testing: Max Load 360-600 Tonne
Load Test 1 x 1 1.00 Job
Total 1.00 Job
4 Boring for cast in place RCC piles in Alluvial Soil for 1000 mm diameter pile
Test Pile 1 x 1 8.00 8.00 M
Abuttement Pile 2 x 4 8.00 64.00 M
Total 72.00 M
5 Boring for cast in place RCC piles in Gravely soil for 1000 mm diameter pile
Test Pile 1 x 1 17.00 17.00 M
Abuttement Pile 2 x 4 17.00 136.00 M
Total 153.00 M
SR NO
6
Test Pile 1 x 0.785 25.0 1.00 1.00 19.63
Abutment Piles 8 x 0.785 25.0 1.00 1.00 157.00
Total 176.63
7 Structural Excavation in Common Matrial.
Abuttment Transom 2 x 1.000 11.0 1.50 0.50 16.50
Total 16.50
8 Structural Back fill in common material.
Behind Transoms 2 x 1.000 11.0 2.50 3.00 165.00
Total 165.00
9 Plain Cement Concrete i/e placing, compacting, finishing & curing Ratio 1:4:8.
Abuttment Transom 2 x 1.000 11.0 1.50 0.15 4.95
Total 4.95
10 Plain Cement Concrete i/e placing, compacting, finishing & curing Ratio 1:4:8.
Abuttment Transom 2 x 1.000 11.0 1.50 0.15 4.95
Total 4.95
P/L PCC Type B with 28 days min cylinderical strength of 280kg/ sq.cm complete in all respect or as directed by the Engr: Incharge.
M3
M3
M3
M3
M3
M3
M3
M3
M3
M3
M3
Safi Abad Bridge
Detail of abutment Reinforcement, Grade 60.
S.No Description of Item Work mark
Bar dia
Nos
Length
(mm) (M)
A TRANSOM
1 TRANSOM DISTRIBUTION BARS 101 16 2 x 67 6.6
3 MAIN BAR LOWER PORTION 102 12 2 x 22 9.75
5 TRANSOM MAIN BAR TOP & BOTT 103 25 2 x 20 11.3
6 TRANSOM MAIN BAR (Side Bars) 104 16 2 x 8 9.8
7 DOUBLE BINDERS 105 12 2 x ### 2.75
8 RETAINING BLOCK MAIN BARS 106 12 2 x 24 3.55
9 RETAINING BLOCK DIST BARS 107 16 2 x 28 3.2
10 RETAINING BLOCK (BACK WALL PORTION) 107 a 16 2 x 28 3.2
11 BEARING PLINTH MAIN BAR FOR G1 UM 12 2 x 20 2.15
12 BEARING PLINTH RINGS FOR G1 UM 12 2 x 6 2.35
13 BEARING PLINTH MAIN BAR FOR G2 UM 12 2 X 20 2.25
14 BEARING PLINTH RINGS FOR G2 UM 12 2 X 6 2.35
B BACK WALL
12 MAIN BAR EARTH FACE 108 12 2 X 20 5.15
13 MAIN BAR FAR FACE 109 12 2 X 20 3.75
14 MAIN BAR EARTH FACE VARIABLE 110 12 2 X 48 4.8
15 MAIN BAR FAR FACE VARIABLE 111 12 2 X 48 3.5
16 SIDE DIST BARS EARTH FACE 112 20 2 X 32 4.65
17 CENTRE DIST BARS EARTH FACE 113 12 2 X 16 4.5
18 DIST BARS FAR FACE 114 12 2 X 16 8.3
19 TOP BARS 115 12 2 X 2 9.9
20 CORNER BARS 116 20 2 X 8 3.75
C WING WALL
21 BOTTOM BARS 117 25 2 X 6 9.15
22 DIST U-BARS 118 12 2 X 18 6.85
23 DIST U- BARS (VARIABLE) 119 12 2 X 50 4.5
24 BOTTOM PORTION MAIN BARS (E.F) 120 20 2 X 16 3.25
25 BOTTOM PORTION MAIN BARS (F.F) 121 12 2 X 16 3.25
26 MIDDLE PORTION MAIN BARS (E.F) 122 20 2 X 22 5.15
27 MIDDLE PORTION MAIN BARS (F.F) 123 12 2 X 22 4.7
28 TOP PORTION MAIN BARS (E.F) 124 20 2 X 6 4.95
29 TOP PORTION MAIN BARS (F.F) 125 12 2 X 6 4.95
30 FOOT PATH MAIN BARS (TOP & BOTT) 126 12 2 X 24 4.95
31 FILLET BARS 127 12 2 X 16 1.35
32 FOOT PATH RINGS 128 12 2 X 70 3.85
33 BARRIER BOTT DIS BAR 129 12 2 X 70 2.67
34 BARRIER TOP DIS BAR 130 12 2 X 70 1.7
35 BARRIER MAIN BARS 131 12 2 X 16 4.96
D APPROACH SLAB
36 MAIN BAR BOTTOM 132 12 2 X 50 4.96
37 MAIN BAR TOP 133 12 2 X 50 5.95
38 MAIN BAR CORNER 134 12 2 X 50 2.2
39 DIST BAR 135 12 2 X 43 7.26
Total
Safi Abad Bridge
Detail of abutment Reinforcement, Grade 60.
Total length Unit Weight Total Weight
(M) (Kg/Mtr) Tonnes
TRANSOM
884.4 1.579 1.396
429 0.888 0.381
452 3.854 1.742
156.8 1.579 0.248
737 0.888 0.654
170.4 0.888 0.151
179.2 1.579 0.283
179.2 1.579 0.283
86 0.888 0.076
28.2 0.888 0.025
90 0.888 0.080
28.2 0.888 0.025
BACK WALL
206 0.888 0.183
150 0.888 0.133
460.8 0.888 0.409
336 0.888 0.298
297.6 2.467 0.734
144 0.888 0.128
265.6 0.888 0.236
39.6 0.888 0.035
60 2.467 0.148
WING WALL
109.8 3.854 0.423
246.6 0.888 0.219
450 0.888 0.400
104 2.467 0.257
104 0.888 0.092
226.6 2.467 0.559
206.8 0.888 0.184
59.4 2.467 0.147
59.4 0.888 0.053
237.6 0.888 0.211
43.2 0.888 0.038
539 0.888 0.479
373.8 0.888 0.332
238 0.888 0.211
158.72 0.888 0.141
APPROACH SLAB
496 0.888 0.440
595 0.888 0.528
220 0.888 0.195
624.36 0.888 0.554
13.113
Safi Abad Bridge
Detail of deck slab Reinforcement, Grade 60.
S.No Description of Item Work mark
Bar dia
Nos
Length
(mm) (M)
1 MAIN BAR (BOTT) 1 12 1 x ### 10.11
2 MAIN BAR (TOP) 2 12 1 x ### 10.11
3 TOP (LEFT & RIGHT) MAIN BAR 3 16 1 x ### 2.08
4 TOP CENTERAL MAIN BARS 4 12 1 x ### 1.5
5 DIST BARS (BOTT) 5 12 1 x 88 15.32
6 TOP (BOTH ENDS) DIST BARS 6 12 1 x ### 11.9
7 TOP CENTRAL DIST BARS 7 12 1 x 52 7.5
SAFETY BARRIERS
8 8 10 4 X ### 3.545
9 9 12 4 X ### 1.95
10 10 12 4 X ### 1.62
11 11 10 4 x 15 30
Total
Safi Abad Bridge
Detail of deck slab Reinforcement, Grade 60.
Total length Unit Weight Total Weight
(M) (Kg/Mtr) Tonnes
2042.22 0.888 1.813
1415.4 0.888 1.257
1156.48 1.579 1.826
420 0.888 0.373
1348.16 0.888 1.197
1237.6 0.888 1.099
390 0.888 0.346
SAFETY BARRIERS
2836 0.617 1.75
1560 0.888 1.39
1296 0.888 1.15
1800 0.617 1.11
13.307
Safi Abad Bridge
Detail of Diaphragms Reinforcement, Grade 60.
S.No Description of Item Work mark
Bar dia
Nos
Length
(mm) (M)
EXTERNAL DIAPHRAGMS
1 1 25 2 x 2 9.85
2 2 25 2 x 8 2.735
3 3 25 2 x 4 3.85
4 4 25 2 x 4 3.85
5 5 12 2 x 16 1.21
6 6 12 2 x 16 1.95
7 7 12 2 x 16 1.7
8 8 12 2 x 8 1.95
9 9 10 2 x 36 4.305
INTERNAL DIAPHRAGMS
10 10 25 1 x 2 9.85
11 11 25 1 x 8 2.735
12 12 25 1 X 4 3.85
13 13 25 1 X 4 3.85
14 14 12 1 X 16 1.21
15 15 12 1 X 16 1.95
16 16 12 1 X 16 1.7
17 17 12 1 X 8 1.95
18 18 10 1 X 36 3.755
Total
Safi Abad Bridge
Detail of Diaphragms Reinforcement, Grade 60.
Total length Unit Weight Total Weight
(M) (Kg/Mtr) Tonnes
EXTERNAL DIAPHRAGMS
39.4 3.854 0.152
43.76 3.854 0.169
30.8 3.854 0.119
30.8 3.854 0.119
38.72 0.888 0.034
62.4 0.888 0.055
54.4 0.888 0.048
31.2 0.888 0.028
309.96 0.617 0.191
INTERNAL DIAPHRAGMS
19.7 3.854 0.076
21.88 3.854 0.084
15.4 3.854 0.059
15.4 3.854 0.059
19.36 0.888 0.017
31.2 0.888 0.028
27.2 0.888 0.024
15.6 0.888 0.014
135.18 0.617 0.083
1.360
Safi Abad Bridge
Detail of GIRDER Reinforcement, Grade 60.
S.No Description of Item Work mark
Bar dia
Nos
Length
(mm) (M)
1 MAIN BARS BOTT (BOTH ENDS) 1 16 4 x 8 8.26
2 MAIN BARS BOTT (MID PORTION) 2 16 4 x 4 15
3 MAIN BARS TOP & BOTT (BOTH ENDS) 3 12 4 x 16 8.06
4 MAIN BARS TOP & BOTT (MID PORTION) 4 12 4 x 8 15
5 SKIN REINFORCMENT (BOTH ENDS) 5 12 4 x 16 2.923
6 SKIN REINFORCMENT (BOTH ENDS) 6 12 4 x 16 8.06
7 SKIN REINFORCMENT (MID PORTION) 7 12 4 x 8 15
8 BOTTOM RINGS 8 10 4 x ### 1.862
9 TOP RINGS (MID PORTION) 9 10 4 x 90 1.45
10 BINDERS 10 12 4 x ### 4.34
11 BOTT BINDERS (BOTH ENDS) 11 16 4 x 10 2.952
12 TOP BINDERS (BOTH ENDS) 12 12 4 x 10 2.542
13 BOTT BINDERS (BOTH ENDS) 13 16 4 X 22 4.454
14 14 12 4 X 8 1.6
15 15 12 4 X 8 1.365
16 16 12 4 X ### 0.255
17 17 12 4 X 32 1.67
18 18 16 4 X 8 5.94
19 19 10 4 X 2.1 3.09
Total
Safi Abad Bridge
Detail of GIRDER Reinforcement, Grade 60.
Total length Unit Weight Total Weight
(M) (Kg/Mtr) Tonnes
264.32 1.579 0.417
240 1.579 0.379
515.84 0.888 0.458
480 0.888 0.426
187.072 0.888 0.166
515.84 0.888 0.458
480 0.888 0.426
744.8 0.617 0.459
522 0.617 0.322
2413.04 0.888 2.143
118.08 1.579 0.186
101.68 0.888 0.090
391.952 1.579 0.619
51.2 0.888 0.045
43.68 0.888 0.039
131.58 0.888 0.117
213.76 0.888 0.190
190.08 1.579 0.300
25.956 0.617 0.016
7.257
Ref No. =JCC/SA /B.B.S/001
S.No Description of Item Work markBar dia
Nos Spacing LengthTotal
(mm) Length
A Test Pile
1 Bottom protion 1 25 1 x 12 N.A 12.3 147.6
2 Top Portion 2 25 1 x 12 N.A 12.3 147.6
3 Spiral on laps 3 12 1 x 27 75 2.82 76.14
4 Spiral on bottom portion 4 12 1 x 134 150 2.82 377.88
Total
CONSTRUCTION OF RCC BRIDGE AT VILLAGE SAFI ABAD, DISTRICT MARDAN.
Date of Submission: 22/01/2013
Activity: TEST PILE
Unit Total Weight Shape
Weight
Test Pile
3.854 0.569
3.854 0.569
0.888 0.068
0.888 0.336
1.541
CONSTRUCTION OF RCC BRIDGE AT VILLAGE SAFI ABAD,
Ref No. =JCC/SA /B.B.S/002
S.No Description of Item Work markBar dia
Nos Spacing LengthTotal
(mm) Length
A Working Pile
1 Bottom protion 1 25 8 x 16 N.A 12.3 1574.4
2 Mid Portion 2 25 8 x 16 N.A 12.3 1574.4
3 Top Portion 3 25 8 x 16 N.A 6 768
4 Additional Bars 4 25 8 x 8 N.A 9 576
5 Spiral on laps 5 12 8 x 27 75 2.82 609.12
6 Spiral on bottom portion 6 12 8 x 97 150 2.82 2188.32
7 Spiral on top portion 7 16 8 x 107 75 2.82 2413.92
Total
CONSTRUCTION OF RCC BRIDGE AT VILLAGE SAFI ABAD, DISTRICT MARDAN.
Date of Submission: 09/05/2013
Activity: WORKING PILES
Unit Total Weight Shape
Weight
Working Pile
3.854 6.068
3.854 6.068
3.854 2.960
3.854 2.220
0.888 0.541
0.888 1.943
1.579 3.811
23.611
CONSTRUCTION OF RCC BRIDGE AT VILLAGE SAFI ABAD,
Construction of R.C.C Bridge at Village Safiabad, District Mardan
Steel Detail
S.No Description Qty (Tonn)
1 9 Number of Piles Including Test Pile 25.152
2 13.113
3 Girders 7.257
4 Diaphragms 1.360
5 Deck Slab 13.307
Total 60.188
Abbutment (Transom, Approch Slab Back Wall and Wing walls)