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Tender ID
Tender Value
₹4.2 Cr
EMD Value
₹3.6 L
Closing Date
7 Apr 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
SR DEN SE
17 conditions · 2 needing a document upload
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(Placed at Page No.35 of tender form and document attached), along with copies of Audited Balance Sheets and Profit and Loss statement duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
For details refer attached documents
(a)The tenderer must have successfully completed or substantially completed (For more details refer attached documents), any of the following during last 07 (seven) years, ending last day of month previous to the one in which tender is invited:(i) Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or (ii) Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or (iii) 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 or substantially completed any of the following during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i)Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or (ii)Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or (iii)One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. (For more details refer attached documents).
Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Govt. Organisation, work experience certificate issued by Public listed company having average annual turnover of Rs 500 crore and above in last 3 financial years excluding the current financial year, listed on National Stock Exchange or Bombay Stock Exchange, incorporated/registered at least 5 years prior to the date of closing of tender, shall also be considered provided the work experience certificate has been issued by a person authorized by the Public listed company to issue such certificates. In case tenderer submits work experience certificate issued by public listed company, the tenderer shall also submit along with work experience certificate, the relevant copy of work order, bill of quantities, bill wise details of payment received duly certified by Chartered Accountant, TDS certificates for all payments received and copy of final/last bill paid by company in support of above work experience certificate.
Similar nature of work - Any work involving- (a) Construction of bridges including RCC/PSC/Composite; or (b) Any Rehabilitation work of Bridges.
For more details refer attached documents
16 conditions · 4 needing a document upload
The Bid Security shall be deposited either in cash through e- payment gateway or submitted as Bank Guarantee bond from a scheduled commercial bank of India or as mentioned in tender documents.
The Bank Guarantee bond shall be as per Annexure- VIA (Placed at Page No. 35-36 of tender form), and shall be valid for a period of 90days beyond the bid validity period. In case, submission of Bid Security in the form of Bank Guarantee, following shall be ensured: (i).A scanned copy of the Bank Guarantee shall be uploaded on e-Procurement Portal (IREPS) while applying to the tender. (ii).The original Bank Guarantee should be delivered in person to the official nominated as indicated in the tender document before closing date for submission of bids. .(i.e. excluding the last date of submission of bids) (iii).Non submission of scanned copy of Bank Guarantee with the bid on e-tendering portal (IREPS) and/or non submission of original Bank Guarantee within the specified period shall lead to summary rejection of bid. (iv).The Tender Security shall remain valid for a period of 90 days beyond the validity period for the Tender. (v).The details of the BG, physically submitted should match with the details available in the scanned copy and the data entered during bid submission time, failing which the bid will be rejected (vi).The Bank Guarantee shall be placed in an envelope, which shall be sealed. The envelope shall clearly bear the identification "Bid for the ***** Project" and shall clearly indicate the name and address of the Bidder. In addition, the Bid Due Date should be indicated on the right hand top corner of the envelope. (vii).The envelope shall be addressed to the officer and address as mentioned in the tender document. (viii).If the envelope is not sealed and marked as instructed above, the Railway assumes no responsibility for the misplacement or premature opening of the contents of the Bid submitted and consequent losses, if any, suffered by the Bidder.
All the bidders/tenderers should ensure that they are GST compliant and their quoted tax structure/rates are as per GST Law.
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.
Tenderer should mandatory submit documentary proof as per the attached checklist document.
Maintenance period for this work is 12 Months.
Tenderers are abiding by the General Conditions of Contract (GCC) April 2022 & any statutory modification thereof and also abide to carry out the work accordingly.
Documentary proof - Tenderer should submit scanned copy documentary proof in regard for fulfilling the Technical /financial eligibility criteria along-with their offer (for details refer attached documents). If the tenderers do not submit any proof of meeting with the eligibility criteria as laid down in the tender conditions, the offer shall be considered as incomplete and shall be summarily rejected. Documents submitted in support of eligibility criteria after opening of tender will not be considered.
Document attached - Tender form
Augmentation of water way of bridges to avoid flooding/washout by increasing the linear water way of Bridge no. 112/1, 112/3, 112/4. 104/3, 107/4 & Provision of additional water way KJT-KHPI section at KM 107/0-108/0 & associated protective work, nallah training work to avoid flooding of track/ Breach of formation in SE ghat section
CR-DRMWBB-2026-13-02
CR-DRMWBB-2026-13-02
Open
Works - General
12 Months
Mumbai, Maharashtra
₹0
₹3.6 L
7 Apr 2026
28 Feb 2026
24 Mar 2026
48 items across 2 schedules · ₹2,95,82,154.25 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Using Soil Class SQ3 | cum | 370.00 | 306.16 | 1,13,279.2 |
| 2 | All kinds of soils | cum | 760.00 | 199.78 | 1,51,832.8 |
| 3 | Soft rock (not requiring blasting) | cum | 260.00 | 420.29 | 1,09,275.4 |
| 4 | Hard rock (blasting prohibited ) | cum | 70.00 | 636 | 44,520 |
| 5 | 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 or RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality in RCC raft foundation & Pile cap 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 made extra under relevant item. 2. Plasticiser 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 plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item. | cum | 270.00 | 2,536.39 | 6,84,825.3 |
| 6 | Wing wall and Return wall | cum | 520.00 | 2,600.49 | 13,52,254.8 |
| 7 | Abutment cap, Pier Cap, Inspection Platform & Pedestal over Pier cap, Fender wall, Diaphragm wall etc. | cum | 102.00 | 2,632.55 | 2,68,520.1 |
| 8 | Providing and casting 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 or RMC from approved plants, (Cast in-Situ/Pre- cast) in bottom/top slab, side walls, toe wall and sumps haunch filling head walls, thrust bed or any other component using 20mm graded crushed stone aggregate and coarse sand of approved quality of RCC box of any size including finishing, Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability, complete as per drawings and technical specifications as directed by Engineer in charge. N o t e : 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser 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 at the stage of Mix Design and in that case deduction shall be made as per relevant item. | cum | 285.00 | 2,303 | 6,56,355 |
| 9 | 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 | 65.00 | 2,070 | 1,34,550 |
| 10 | Providing and applying two coats of coal tar or bitumen confirming to IS:3117- latest version on the top and sides of RCC box/slabs @ 1.70 kg/sqm after cleaning the surface with all labour and materials complete job as directed by the Engineer. | Sqm | 1430.00 | 157.51 | 2,25,239.3 |
| 11 | 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 | 1620.00 | 329 | 5,32,980 |
| 12 | Extra for drilling 32mm dia. holes for jacketing / anchoring | Metre | 520.00 | 79.14 | 41,152.8 |
| 13 | Extra for inserting of dowel bars of specified dia. (cost of rods to be paid extra) | Metre | 740.00 | 9.31 | 6,889.4 |
| 14 | Supplying, spreading and compacting well graded hard stone of 63mm average size (maximum up to 80mm size) in the bottom of foundation of box culverts, bridges etc. including all lead, lift, ascent, descent etc. complete job as per directions of Engineer In-charge. | cum | 230.00 | 1,357.12 | 3,12,137.6 |
| 15 | Ordinary Portland Cement 53 grade of approved brands/makes | MT | 635.00 | 8,100.61 | 51,43,887.35 |
| 16 | Thermo-Mechanically Treated bars of grade Fe-500D or more of approved brands/makes. | Kg | 101000.00 | 88.9 | 89,78,900 |
| 17 | Up to 5.00 Km | MT | 75.00 | 121.58 | 9,118.5 |
| 18 | Above 5 km up to 10 km | MT | 75.00 | 151.88 | 11,391 |
| 19 | Above 10 km up to 15 km | MT | 75.00 | 179.02 | 13,426.5 |
| 20 | Above 15 km up to 20 km | MT | 75.00 | 203.97 | 15,297.75 |
| 21 | Above 20 km up to 25 km | MT | 75.00 | 227.31 | 17,048.25 |
| 22 | Above 25 km up to 30 km | MT | 75.00 | 249.46 | 18,709.5 |
| 23 | Above 30 km up to 35 km | MT | 75.00 | 270.68 | 20,301 |
| 24 | Above 35 km up to 40 km | MT | 75.00 | 291.17 | 21,837.75 |
| 25 | Above 40 km up to 60 km | MT | 75.00 | 338.19 | 25,364.25 |
| 26 | Above 60 km up to 80 km | MT | 75.00 | 412.23 | 30,917.25 |
| 27 | Above 80 km up to 100 km | MT | 75.00 | 484.68 | 36,351 |
| 28 | Above 100 km up to 150 km | MT | 75.00 | 631.66 | 47,374.5 |
| 29 | Above 150 km up to 200 km | MT | 75.00 | 843.81 | 63,285.75 |
| 30 | Above 200 km | MT-Km | 75.00 | 4.41 | 330.75 |
| 31 | Supplying fabricating and erecting welded and/or bolted and/or riveted steel work in built up sections, trusses and framed work, staging, racks, Height Gauge etc. for Steel Structures other than bridge girders, using RSJ, tees, angles and channels/flats, plates, gussets, round or square bars, cleats, bolts etc., with contractors own steel including cutting, bending, straightening, drilling, riveting, hoisting, fixing, erecting, welding, bolting etc., with Providing stiffeners wherever required as per approved drawing including applying a priming coat of a approved steel primer with all contractor's materials, labour, tools & plants, lead & lift including crossing of tracks if required etc., complete as per specification and as directed by Engineer-in-charge. Note: The payment shall be made on the theoretical weight of main components and gusset plates only. | MT | 33.50 | 1,02,894.99 | 34,46,982.17 |
| 32 | 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 | 250.00 | 1,560.85 | 3,90,212.5 |
| 33 | Supplying of stone boulders weighing not less than 35 kg each at specified bridge locations. | cum | 250.00 | 853.24 | 2,13,310 |
| 34 | Providing and laying Pitching with Stone Boulders, weighing not less than 35kg each with voids filled with cement sand mortar 1:4 on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical Specifications (filter media to be paid separately under the relevant item). Rate is excluding cost of cement which shall be paid extra under relevant item. | cum | 150.00 | 2,508.64 | 3,76,296 |
| 35 | 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 | 12.00 | 99.41 | 1,192.92 |
| 36 | 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 | 12.00 | 375.22 | 4,502.64 |
| 37 | 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 | 12.00 | 657.06 | 7,884.72 |
| 38 | Providing Boulder Backing behind wing wall, return wall, retaining wall with hand packed boulders & cobbles with smaller size boulders toward the back including all lead, lift, labour & other incidental charges as complete work in all respect. Payment for boulder/cobbles will be done extra. | cum | 250.00 | 166.97 | 41,742.5 |
| 39 | Dewatering of natural or accumulated water from any location. Payment to be done for Horse power of pump multiplied by pumping hours. | HP Hour | 72000.00 | 14.42 | 10,38,240 |
| 40 | Supplying & placing of Mechanically Woven Double Twisted Hexagonal Shaped Wire Mesh Gabion Boxes of required sizes, Mesh Type 10cm x 12cm, Zn and PVC coated Mesh Wire dia. 2.7/3.7mm (ID/OD), edges of meshes mechanically edged / selvedged with heavy coating of galvanization as per EN 10223-3/ASTM A 975 with partitions at every 1m interval and properly packed with approx. 150mm size boulders including transportation and placing at indicated places as per direction of engineer-in-charge including contractor's tools, plants, labour, royalty charges etc. complete in all respect and stitching with lacing wire of dia. 2.2/3.2mm (ID/OD) @ 5% by weight of Gabion boxes, carrying the material by head load from nearest approach with all safety precautions and all leads and lifts. | cum | 840.00 | 1,882.25 | 15,81,090 |
| 41 | Manufacturing and using wooden sleepers/blocks required for matting and bearing as per approved design for use below and above CC Crib for insertion of Temporary Girder etc.. Note: The item is for one time use and released wooden sleepers/blocks shall be the property of the Contractor. | cum | 150.00 | 1,698.71 | 2,54,806.5 |
| 42 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour | 650.00 | 752.64 | 4,89,216 |
| 43 | Hydra or similar tyre mounted Pick-n-Carry crane of 12T capacity for misc. works of handling of material | Hour | 200.00 | 889.42 | 1,77,884 |
| 44 | Arranging labour as and when required by the Engineer in charge, for various works under SSE/P.Way, with contractor's T&P, equipments, hand signal flags, etc. as per specifications, special conditions and detailed scope of work as furnished in the tender and as directed by the Engineer in charge. Note: Item shall be operated with prior approval of concerned Sr. DEN / DEN in charge. | Day | 100.00 | 730.51 | 73,051 |
| Schedule total | ₹2,71,83,763.75 | ||||
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nit.pdf
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TenderformBridgeNEW.pdf
ATTACHMENT
GCC 2022
ATTACHMENT
GCCACS1to6.112.pdf
ATTACHMENT
GCC2022Correctionslip7to10111_11.pdf
ATTACHMENT
AnnexureVIB112.pdf
ATTACHMENT
AnnexureVA121.pdf
ATTACHMENT
splconditionworksiteselectricterritory111.pdf
ATTACHMENT
CivilConditions_161.pdf
ATTACHMENT
AdditionalSpecialconditionfortender3.pdf
ATTACHMENT
LettersRegardingDeploymentofcontractorsEngineer3.pdf Special conditions
ATTACHMENT
RevisedChecklist313.pdf
ATTACHMENT
Auditparasubsectioning.pdf
ATTACHMENT
GCC_April-2022_2022_CE-I_CT_GCC-2022_POLICY_27.04.22111.pdf
ATTACHMENT
LettersRegardingDeploymentofcontractorsEngineer3.pdf
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