Uttar Pradesh State Bridge Corporation Limited Tender

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Uttar Pradesh State Bridge Corporation Limited - UPSBC Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date10 Jan 2025
Closing DateCancelled
Tender Amount₹ 4,98,95,187 
Notes
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AI Insights

Class Of Bidder
Bid Capacity
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The bid capacity required in the given tender to bid can be calculated using the formula: Assessed Available Bid capacity = (A*N*M - B) Where: A = Maximum value of civil engineering works executed in any one year during the last five years (updated to the price level of the last year at the rate of 8 percent a year) taking into account the completed as well as works in progress. N = Number of years prescribed for completion of the works for which bids are invited (period up to 6 months to be taken as half-year and more than 6 months as one year). M = 2.5 B = Value, at the current price level, of existing commitments and on-going works to be completed during the period of completion of the works for which bids are invited. Additionally, the minimum amount of liquid assets and/or credit facilities net of other contractual commitments of the successful bidder shall be 10% of the contract value. The available bid capacity for construction work should be equal to or more than the total bid value. It is also required that the bidder should have construction work experience of at least the amount equal to the estimated cost of works if the time of completion is equal to or more than one year. For projects with a completion time of less than one year, the bidder should have experience of double the estimated cost of the work. Bidders must have satisfactorily completed, as a prime contractor, at least one similar work equal in value to the estimated cost of the work or two similar works each equal to 50% of the value of the estimated cost of work for which the bid is invited.
Technical Capacity
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The required prior work experience for the bidder includes: - Total annual volume of civil engineering constructions work executed and payments received in the last five years preceding the year in which bids are invited. - Work performed as prime contractor on construction works of a similar nature and volume over the last five years. The value of similar works completed is not explicitly mentioned, but the bidder should have: (a) Achieved in any one year, a minimum financial turn over volume of construction work of at least the amount equal to the estimated cost of works, if the time of completion is equal to or more than one year and Double the estimated cost of work if the time of completion is less than one year. (b) Satisfactorily completed, as prime Contractor, at least one similar work equal in value to the estimated cost of work or two similar works each equal to 50% value of estimated cost of work for which the bid is invited. No specific percentage of similar works completed is mentioned, except that the bidder can subcontract components of the works for construction/upgradation, but this should not exceed 25% of the contract price. Additionally, the bidder is required to have liquid assets and/or credit facilities net of other contractual commitments of at least 10% of the contract value.

Costs

Description

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BOQ Items

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Cemented Base ( 4% Cement (OPC)) by mix in place method. Providing, laying, spreading and compacting stone aggregates of specific size to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill up the interstices of coarse aggregate, watering and compacting to required density Grading 3 as per technical specification clause 405 (3) including 4% cement (OPC) & its mixing with rotavator (with 20% stone ballast)

140

3350

469000

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Brick Edging on both side of the road of first class (M-150) birck on edge laid with mud mortar including labour and supply of brick finished to the required templete and in proper aligment and also including dressing and raimming the excavated earth as directed by the Engineer-in-charge.

200

372

74400

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Providing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

1400

16

22400

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Providing, laying and rolling of open - graded Premix Surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.

1400

100

140000

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Providing and laying Seal Coat by manual means with 80-100 grade bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats.

1400

47

65800

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Metal Beam Crash Barrier Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810

400

2000

800000

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Additional Approach Road

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-

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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 300-2.

176618

116

20487688

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Cemented Sub Base (GSB + 2% Cement (OPC)) by mix in place method. Construction of Granular Sub-Base by providing well graded material, spreading in uniform layers with motor grader/tractor mounted appropriate equipment on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specifications clause 401

2227

3200

7126400

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Cemented Base ( 4% Cement (OPC)) by mix in place method. Providing, laying, spreading and compacting stone aggregates of specific size to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill up the interstices of coarse aggregate, watering and compacting to required density Grading 3 as per technical specification clause 405 (3) including 4% cement (OPC) & its mixing with rotavator (with 20% stone ballast)

2062

3350

6907700

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Brick Edging on both side of the road of first class (M-150) birck on edge laid with mud mortar including labour and supply of brick finished to the required templete and in proper aligment and also including dressing and raimming the excavated earth as directed by the Engineer-in-charge.

5500

52

286000

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Providing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

20625

16

330000

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Providing, laying and rolling of Open - Graded Premix Surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.

20625

100

2062500

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Providing and laying Seal Coat by manual means with 80-100 grade bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats.

20625

47

969375

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Protection Work

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-

-

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Providing and laying Bolder Apron without wire crat laid over prepared filter media including boulder apran laid dry complete as per drawing and Technical specification

800

1286

1028800

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Providing and laying Filter Material underneath pitching in slopes complete as per drawing and technical specification clause 1302

1974

1255

2477370

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Providing and laying pitching on slopes over prepaid Filter Media as per drawing & technical specification clause 1302

1764

1286

2268504

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Providing and laying R.C.C. Chute Drain

405

1020

413100

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Construction of K.C. Drain

800

673

538400



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