Uttar Pradesh State Bridge Corporation Limited Tender
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Uttar Pradesh State Bridge Corporation Limited - UPSBC Tender
Civil And Construction
Eprocure
Opening Date14 Feb 2025
Closing Date15 Mar 2025
Tender Amount₹ 7,38,63,378.49
Technical
Technical
Financial
Technical Capacity
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The required prior work experience for the bidder includes: 1. Project Manager: B.E. Civil + 15 Years Exp. (5 years as Manager in bridge Construction)
2. Site Engineer: B.E. Civil + 10 Years Exp. (5 years in bridge Construction)
3. Plant Engineer: B.E. Mech. + 10 Years Exp. Or Dip. Mech + 15 years Exp.
4. Quantity Surveyor: B.E. Civil + 7 years Exp. or Dip. Civil + 10 years Exp.
5. Soil & Material Engineer: B.E. Civil + 10 Years Exp.
6. Survey Engineer: B.E. Civil + 5 Years Exp. or Dip. Civil + 8 years Exp. The bidder should have experience in successfully completing or substantially completing at least one project of similar nature, with the updated completion cost of one such project not being less than 80% of the Estimated Project Cost. Alternatively, the bidder can have two such projects with a total completion cost of not less than 40% of the Estimated Project Cost, or three such projects with a total completion cost of not less than 30% of the Estimated Project Cost. The bidder should also have an average annual turnover of 40% of the value of contract/contracts applied for over the last five years.
Costs
EMD
₹ 14,77,268Document Cost
₹ 20,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_UPSBC_1006104_1Tender No
1317/E-Tender/GM (Lko)/2024-25 Dt. 13.02.2025Tender Authority
Uttar Pradesh State Bridge Corporation Limited ViewPurchaser Address
-Website
http://https://bridgecorporationltd.com/
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Documents
BOQ Items
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Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (Cutting of Soil)
1241.94
169
211030.44
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Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres. (i) Scraping of Painted Road Crust
228.78
807
184652.91
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Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres. (ii) Scraping of Granular Coarse
1143.89
598
684103.41
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Plain/Reinforcement conc in R.E. Wall complete as per drawing and technical specification (Conc. M15 in Fricition Slab and levelling Pad)
67.07
7747
519650.31
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Plain/Reinforced cement concrete - M-35 in R.E. Wall complete as per drawing and Technical Specifications. (M35 Conc. in Capping Beam, Friction Slab, Crash Barrier)
636.66
9747
6206148.95
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Facing Element of R.C.C. (Area of R.E. Pannels)
2709.67
2174
5892827.74
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Construction of a narrow filter sub- surface drain consisting of porous or perforated pipe laid in narrow trench surrounded by a geotextile filter fabric, with a minimum of 450 mm overlap of fabric and installed as per clause 702.3 and 309.3.5 including excavation and backfilling
653.65
1102
720400.74
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Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
1625.8
4594
7469234.1
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Assembling, joining and laying of reinforcing elements. (With reinforcing elements of synthetic geogrids)
21677.37
286
6215769.07
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Construction of embankment with Flyash conforming to table 1 of IRC: SP: 58 - 2001 obtained from coal or lignite burning thermal power stations as waste material, spread and compacted in layer of 200mm thickness each at OMC, all as specified in IRC: SP: 58-2001 and as per approved plans.
11823.15
1477
17467048.88
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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
490.24
4539
2225616.06
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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
245.12
4892
1199180.97
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Providing and laying dense graded bituminous macadam 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 @ 4.0 to 4.5 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. (D.B.M.)
147.07
10643
1565401.31
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Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 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. 509 complete in all respects
98.08
12893
1264588.6
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Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means.
2451.19
38
94983.61
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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.
2451.19
11
27673.94
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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in R.E. Wall complete as per Drawing and Technical Specifications.
73.94
66773
4937257.73
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Service Road
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-
-
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Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
1628.61
169
276733.41
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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
814.3
4539
3696799.86
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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
542.87
4892
2655839.47
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Providing and laying dense graded bituminous macadam 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 @ 4.0 to 4.5 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. (D.B.M.)
325.72
10643
3466937.62
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Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 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. 509 complete in all respects
162.86
12893
2099825.64
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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.
5428.69
11
61289.91
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Making Drain both side of Service road
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-
-
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Earth work
518.85
161
83783.9
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Concrete Lean PCC M15
94.34
6331
597355.22
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(i) RCC Slab M35 above Drain
60.34
8482
511826.21
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(ii) RCC Slab M35 above Drain
67.38
8482
571542.09
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RCC Drain Cover
94.34
8482
800226.79
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Steel
7.75
61655
477826.25
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