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Tender Value
₹8.9 Cr
EMD Value
₹17.7 L
Closing Date
25 Sept 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
Above/Below/Par
DIVISION
13 conditions · 2 needing a document upload
Financial Eligibility Criteria:--- The tenderer must have minimum average annual contractual turnover of V/N or 'V' whichever is less; where V= Advertised value of the tender in crores of Rupees N= Number of years prescribed for completion of work for which bids have been invited. The average annual contractual turnover shall be calculated as an average of "total contractual payments" in the previous three financial years, as per the audited balance sheet. However, in case balance sheet of the previous year is yet to be prepared/ audited, the audited balance sheet of the fourth previous year shall be considered for calculating average annual contractual turnover. The tenderers shall submit requisite information as per Annexure-VIB, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
Technical Eligibility Criteria:--- (a) The tenderer must have successfully completed any of the following during last 07(seven) years, ending last day of month previous to the one in which tender is invited: Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, OR Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, OR One similar work each costing not less than the amount equal to 60% of advertised value of the tender. (b) (i) In case of tenders for composite works (e.g. works involving more than one distinct component, such as Civil Engineering works, S&T works, Electrical works, OHE works etc. and in the case of major bridges - substructure, superstructure etc.), tenderer must have successfully completed any of the following during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, OR Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, OR One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. (Please refer Tender booklet for further clarification) Similar Nature of work - Any civil Engineering work involving construction of bridges including RCC/PSC/Composite/Rehabilitation. Component of Bridge work in completion certificate shall be atleast as per the technical eligibility criteria of GCC clause No. 10.1, of tender value of the proposed work.
4 conditions
Please enter the percentage of local content in the material being offered. Please enter 0 for fully imported items, and 100 for fully indigenous items. The definition and calculation of local content shall be in accordance with the Make in India policy as incorporated in the tender conditions.
As per tender document attached.
Tenderers may please note - During lockdown period (declared due to COVID - 2019 pandemic) - A) Necessary authority to travel to site of work on a specific request indicating date shall be issued by Railway Administration to facilitate site visit. B) TC meetings and Negotiation can be conducted through online Video/Audio chat on conference call. Record of same should be kept.
BSL-BD section-:- Strengthening to Sub- structure of existing 6x 19.35 m Girder Bridge No. 493/02 at KMS 493/16-20 & br. No. 610/1 of span 12/17.67m at Kms 610/2-10 and flooring to br. No. 610/1. UWP25-26 PID No. 01.01.32.26.3.50.001.
DRMWBSL292026t4~CR
DRMWBSL292026t4
Open
Works - General
12 Months
Jalgaon, Maharashtra
₹0
₹17.7 L
25 Sept 2026
3 Sept 2026
11 Sept 2026
19 items across 1 schedule · ₹9,91,17,562.71 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soils | cum | 2000.00 | 199.78 | 3,99,560 |
| 2 | Soft rock (not requiring blasting) | cum | 1150.00 | 420.29 | 4,83,333.5 |
| 3 | Hard rock (blasting prohibited ) | cum | 250.00 | 636 | 1,59,000 |
| 4 | Extra for every increase of 1m or part thereof in the height above 9.0 m | cum | 150.00 | 64.1 | 9,615 |
| 5 | Providing and laying in position machine batched, machine mixed and machine vibrated Design Mix Cement Concrete, mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants, of specified grade (cast in-situ) using 20mm graded crushed stone aggregate and coarse sand of approved quality in Drop and curtain wall and alike structures below bed level, complete in all respect as per drawings and technical specifications to the satisfaction of Engineer-in-Charge. Note: Payment for cement, reinforcement and shuttering shall be made extra. | cum | 1300.00 | 2,070 | 26,91,000 |
| 6 | All types of bridge sub-structures, e.g. pier, abutment, wing wall, retaining wall, RCC box type foundations, Abutment cap, Pier Cap, Inspection Platform & Pedestal over Pier cap, Fender wall, Diaphragm wall etc. up to 5m above ground level | Sqm | 7600.00 | 329 | 25,00,400 |
| 7 | Extra for additional height over item no. 025031 & 025032 wherever required with adequate bracing, propping etc. over initial height of 5 metres for every additional height of 1 metre or part thereof. | Sqm | 2300.00 | 56.75 | 1,30,525 |
| 8 | Providing and laying in position machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant at site using 20mm graded crushed stone aggregate and coarse sand of approved quality in jacketing of piers and abutments from bottom of foundation up to a height of 10m for designed thickness of jacketing including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. Note: 1. Payment for cement, reinforcement and shuttering shall be paid extra under relevant item. 2. Plasticizer shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticisers at the stage of Mix Design a n d in that case deduction shall be made as per relevant item. | cum | 3700.00 | 2,711.15 | 1,00,31,255 |
| 9 | Extra for drilling 32mm dia. holes for jacketing / anchoring | Metre | 8700.00 | 79.14 | 6,88,518 |
| 10 | Extra for inserting of dowel bars of specified dia. (cost of rods to be paid extra) | Metre | 8700.00 | 9.31 | 80,997 |
| 11 | Ordinary Portland Cement 53 grade of approved brands/makes | MT | 2495.00 | 8,100.61 | 2,02,11,021.95 |
| 12 | Thermo-Mechanically Treated bars of grade Fe- 500D or more of approved brands/makes. | Kg | 190700.00 | 88.9 | 1,69,53,230 |
| 13 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 35 kg each with voids filled with spalls complete as per drawing and Technical Specification. | cum | 5500.00 | 1,560.85 | 85,84,675 |
| 14 | Providing and inserting nipples of size 12 to 20 mm dia. with approved fixing compound after drilling holes for grouting as per Technical Specifications including subsequent cutting/removal and sealing of the hole as necessary after completion of grouting. | Each | 16400.00 | 67.62 | 11,08,968 |
| 15 | Neat Cement Grout with 20% anti shrinkage compound w.r.t. cement. | Kg | 270000.00 | 127.23 | 3,43,52,100 |
| 16 | Epoxy Grout | Kg | 1250.00 | 583.07 | 7,28,837.5 |
| 17 | Painting the HFL mark and Danger level mark, year of HFL on bridge abutments and piers with ready mixed paint as per standard in two coats over one coat of primer with all materials, labour, tools, scaffolding, all lead and lift etc. including writing complete. | Each | 4.00 | 99.41 | 397.64 |
| 18 | Providing cast in situ bridge number plaques as per Railway drawing in cement concrete 1:2:4 mix using 20mm hard stone aggregate embedded in 30mm notch in Bridge parapet coping duly engraving the letter and figures and an arrow indicating the direction of flow and finishing the top exposed surface with cement mortar 1:3, painting letters and figures with two coats of black enamel paint on two coats of white background with all labour, tools, cement, paint etc. with all leads and lifts. | Each | 4.00 | 375.22 | 1,500.88 |
| 19 | Providing cast in-situ plaques for bridge foundations details of size 45cmx45cmx5cm in cement concrete 1:2:4 mix using 20mm hard stone aggregate embedded in 30mm deep notch over abutment & piers, engraving the letters & figures with CM 1:3 and finished smooth including painting letters and figures with 2 coats of black enamel and plaque with white enamel with all labour, tools, cement, paint, curing etc. as a complete job. | Each | 4.00 | 657.06 | 2,628.24 |
| Schedule total | ₹9,91,17,562.71 | ||||
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details.html
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nit.pdf
NIT
GCCACS11.pdf
ATTACHMENT
GCCACS12.pdf
ATTACHMENT
AnnexureVIB.pdf
ATTACHMENT
AnnexureVIAFormatofEMDandPBG.pdf Annexure VIA Format of EMD and PBG
ATTACHMENT
PCEcircular.pdf
ATTACHMENT
BeneficiaryName.pdf
ATTACHMENT
labourlawspenaltyclauses.pdf
ATTACHMENT
GCC-2022-uptoACS10_1.pdf
ATTACHMENT
Drmwbsl292026t4.pdf
ATTACHMENT
AnnexureVIAFormatofEMDandPBG.pdf
ATTACHMENT
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