Uttar Pradesh State Bridge Corporation Limited Tender
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Uttar Pradesh State Bridge Corporation Limited - UPSBC Tender
Civil And Construction
Bridge Construction
Road Construction
Civil Works Others
Eprocure
Opening Date25 Oct 2024
Closing Date15 Nov 2024
Tender Amount₹ 15,91,70,962
Costs
EMD
₹ 31,83,400Document Cost
₹ 11,800Tender Fee
₹ 11,800
Summary
Construction Of Balance Work Of Foundation, Sub Structure, Super Structure, Main Approach Road And Protection Work
Description
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Contact
Tender Id
2024_UPSBC_968163_1Bid Award Id
ViewTender No
1084/E-TENDER/GM AYODHYA/2024-25 DT 24.10.2024Tender Authority
Uttar Pradesh State Bridge Corporation Limited ViewPurchaser Address
-Website
http://https://bridgecorporationltd.com/
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Documents
BOQ Items
Plain/ Reinforced cment concrete, in well foundation complete as per drawing & technical specifications 1500,1700 & 1200 Well Steining in M-30 Grade
4836.74
8304
40164288.96
Plain/ Reinforced cment concrete, in well foundation complete as per drawing & technical specifications 1500,1700 & 1200 False Steining in M-30 Grade
29.9
8304
248289.6
Plain/ Reinforced cment concrete, in well foundation complete as per drawing & technical specifications 1500,1700 & 1200. Bottom Plugging in M-25 Grade
521.37
7865
4100575.05
Plain/ Reinforced cment concrete, in well foundation complete as per drawing & technical specifications 1500,1700 & 1200 Intermediate Plugging in M-25 Grade
23.83
7497
178653.51
Plain/ Reinforced cment concrete, in well foundation complete as per drawing & technical specifications 1500,1700 & 1200 Well Cap in M-30 Grade
338.27
7980
2699394.6
Supplaying, fiting and placing uncoted HYSD bar reinforcement in foundation complete as per drawing & technical specifications -1600
389.59
57495
22399477.05
Sinking of 6.50m external diameter well through all typs of streta commonly sandy, clayey soil and rock as shown against each case complete as per drawing and & technical specifications depth of sinking is reckoned from bed level - 1200 a. Sandy Streta 0.00m to 3.00m
21
4603
96663
b. Clayey Streta 3.00m to 10.00m
49
14652
717948
c. Clayey Streta 10.00m to 20.00m
70
20318
1422260
d. Clayey Streta 20.00m to 30.00m
70
40170
2811900
e. Clayey Streta 30.00m to 40.00m
70
88028
6161960
e. Clayey Streta 40.00m to 50m
7.42
88028
653167.76
Sand Filling in Wells complete as per Drawing and Technical Specifications.1207
1742.08
116
202081.28
Temporary Steel pile Bridge 1st Season
65
66523
4323995
Temporary Steel pile Bridge 2nd Season
65
53383
3469895
Plain/ Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications -1500, 1700 & 2200
Pier (R.C.C. Grade M-35) Height upto 5.00m
176.79
8419
1488395.01
Pier (R.C.C. Grade M-35) Height 5.00m to 10.00m
95.92
8600
824912
Abutment Column (R.C.C. Grade M-30) Height upto 5.00m
31.2
8248
257337.6
Pier Cap (R.C.C. Grade M-35) Height 5.00m to 10.00m
163.43
8600
1405498
Abutment Cap (R.C.C. Grade M-30) Height 5.00m to 10.00m
22.75
8476
192829
Bearing Pedestal (R.C.C. Grade M-40) Height 5.00m to 10.00m
5.04
8899
44850.96
Seismic Arrestor (R.C.C. Grade M-40) Height 5.00m to 10.00m
16.75
8899
149058.25
Back Wall & W/ Wall (R.C.C. Grade M-30) Height 5.00m to 10.00m
33.6
8476
284793.6
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications - 1600 & 2200
86.16
57746
4975395.36
Supplying, fitting and fixing in position true to line and level POT-PTFE Bearing consisting of a metal piston supported by a disc or unreinforced elastomeric confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomeric elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRT&H Specifications complete as per drawing and approved Technical Specifications. 2000 & 2200
36
26216
943776
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification 1500, 1600 & 1700
a. Main Beam in PSC M-45 Grade (Above 10.00m Height)
565.56
10433
5900487.48
c. Deck Slab in M-40 Grade (Above 10.00m Height)
403.14
10451
4213216.14
b. X-Beam in M-45 Grade (Above 10.00m Height)
67.26
10433
701723.58
d. Crash Barrier in M-45 Grade (Above 10.00m Height)
118.13
10433
1232450.29
e. Parapet Wall in M-30 Grade (Height 5.00m to 10.00m)
6.19
9670
59857.3
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and Technical Specifications 1600
231.4
57997
13420215.82
High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications-1800
33.25
142345
4732971.25
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications-2702
110.61
11866
1312498.26
Providing and laying of compression seal joint consisting of steel armoured nosing at two edges of the joint gap suitably anchored to the deck concrete and a preformed chloroprene elastomer or closed cell foam joint sealer compressed and fixed into the joint gap with special adhesive binder to cater for a horizontal movement upto 40 mm and vertical movement of 3 mm.-2600
52.5
3931
206377.5
Drainage Spouts complete as per drawing and Technical specification 2705
68
2747
186796
PCC M15 Grade in leveling course below approach slab complete as per drawing and Technical specification 2700
5.85
7195
42090.75
RCC M-30 Grade in approach slab including reinforcement and formwork complete as per drawing and Technical specification 1500,1600, 1700 & 2704
16.65
8184
136263.6
Providing, fitting and fixing G.I. Pipe railing complete as per drawing and technical specifications - 2703.2 & 1900
393.76
1185
466605.6
Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. -800
476.45
170
80996.5
Construction of Embankment with Material obtained from Borrowpits: Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 305. (MoRT&H Standard Data Book Item No. 3.16)
35803.41
180
6444613.8
Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401
489.6
2740
1341504
Cement Treated Base: Providing, laying and spreading Material on a Prepaired sub base, cement @ 4% by weight to the spread Material manually mixing in piace with rotavator and compacting with the road roller a O.M.C. to achieve the desired unconfined compressive strength and to form a layer of Base (MoRT&H Standard Data Book Item No. 4.1) 403
308
2221
684068
Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. ( 5.4)
140
8811
1233540
Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.2 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects(5.5)
84
10499
881916
Prime Coat: Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. (MoRT&H Standard Data Book Item No. 5.1)
2800
45
126000
Tack Coat: Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. (MoRT&H Standard Data Book Item No. 5.2)
2800
12
33600
Brick Soiling
1200
413
495600
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface: Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. (MoRT&H Standard Data Book Item No. 8.13)
100
530
53000
Proding and fixing Sign Board
4
1132
4528
Providing K.C. Drain on Both Side
500
1565
782500
Providing Chute Drain @ 25.00 m interval (Average Length 10.018 m)
325.76
2579
840135.04
Excavation of foundation in ordinary soil (Ioam clay or sand) including lift upto 1.50 meter and lead up to 30meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation .As per MORTH specification no 305
13918.66
180
2505358.8
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification MORTH 2504
487.72
2699
1316356.28
Providing and laying stone boulder pitching on appron and toe laid over dry bed including boulder as per drawing and Technical specifications MoRTH Spec.2504
936.38
2339
2190192.82
Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification of Morth 2503
1463.16
2339
3422331.24
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