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Tender Value
₹17.7 Cr
EMD Value
₹10.3 L
Closing Date
26 Dec 2025, 3:00 pmClosed
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 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 Civil Engineering work involving construction of major & minor bridges including jacketing of bridges, rebuilding of bridges, replacement of girder by PSC slabs of major & minor bridges, bridge work using box pushing technique etc. Cost component of bridge work in completion certificate shall be as per the Technical eligibility criteria of GCC April 2022, as per clause No.10.1 of tender value of the proposed work.
For more details refer attached documents
17 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
Completion period of the work is 18 Months including Monsoon period.
A) (a)KYN - KJT:-Replacement of old stone top/rail top bridges 59/3, 60/1, 63/3, 63/6, 64/1, 64/2, 65/2, 65/3, 65/3A, 66/3, 66/5 by RCC Box/Pipe to match bridge configuration with MRVC new bridge work of 3rd & 4th line in KYN-KJT Section. (b)Closure of existing old bridges 58/2, 62/4, 63/4, 66/2, 66/5, 67/1, 67/5 after construction of bridges by MRVC in KYN-KJT Section under ADEN/T/KYN Section. B)Augmentation of 83/2, 86/3, 88/6, 90/3 water way bridges by replacing small stone top bridges to avoid flooding in KYN-KJT section. (Project ID No. 01.02.32.24.3.51.010) C) (a) KYN-KJT:- Rehabilitation of Arch bridges by jacketing of Br. No. 65/2, 69/5, 72/4, 73/1 and 74/2. (b) Protection of embankment of Br. No. 70/3 (RAW) to barrage by provision of retaining wall/ gabion on both UP and DN side. D) Kalyan- Karjat :- Jacketing and increasing Barrel length of Br. No.51/3, 52/4, 75/1, 76/1,77/1,77/2, 78/1 in KYN -KJT section under ADEN T KYN.
CR-DRMWBB-2023-38-05~CR
CR-DRMWBB-2023-38-05
Open
Works - General
18 Months
Mumbai, Maharashtra
₹0
₹10.3 L
26 Dec 2025
25 Nov 2025
5 Dec 2025
63 items across 3 schedules · ₹3,91,43,309.56 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soils | cum | 1340.00 | 199.78 | 2,67,705.2 |
| 2 | Soft rock (not requiring blasting) | cum | 500.00 | 420.29 | 2,10,145 |
| 3 | Hard rock (blasting prohibited ) | cum | 215.00 | 636 | 1,36,740 |
| 4 | 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) | cum | 1045.00 | 2,586.1 | 27,02,474.5 |
| 5 | Wing wall and Return wall | cum | 1000.00 | 2,600.49 | 26,00,490 |
| 6 | Providing and fixing Weep Holes in Abutments, Wing walls and Return walls etc., of new bridges with 110mm dia UPVC pipe Type A ISI marked with all contractor's men, material, transportation, all taxes as per specifications and as directed by Engineer-in- Charge. | Metre | 210.00 | 244.14 | 51,269.4 |
| 7 | For water depth up to 1.00m | Each | 8.00 | 62,378.5 | 4,99,028 |
| 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 | 875.00 | 2,303 | 20,15,125 |
| 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 | 94.00 | 2,070 | 1,94,580 |
| 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 | 650.00 | 157.51 | 1,02,381.5 |
| 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 | 7900.00 | 329 | 25,99,100 |
| 12 | 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 | 55.00 | 1,357.12 | 74,641.6 |
| 13 | Ordinary Portland Cement 43 grade approved brands/makes | MT | 1079.00 | 7,978.98 | 86,09,319.42 |
| 14 | Thermo-Mechanically Treated bars of grade Fe-500D or more of approved brands/makes. | Kg | 125625.00 | 88.9 | 1,11,68,062.5 |
| 15 | Supplying and laying in position specified grade precast prestressed cement concrete ballast retainers of size, as directed by Engineer In-charge. Payment for Shuttering, Cement, reinforcement, HTS cables, anchorage cones, stressing of cables and grouting of the ducts will be done extra. | cum | 30.00 | 2,536.39 | 76,091.7 |
| 16 | Casting and installation of single/twin RCC box of all sizes with or without common web section including design of pushing scheme, thrust bed, casting of all RCC components, with specified grade of controlled concrete, pushing it in correct position and alignment below Railway track/Road following all measures of track safety by 'Box pushing technique" as per approved drawings/scheme, with or without surcharge in all types of soils with disposal of surplus earth away from vent up to 1 Km, fixing arrangement for all services & utilities including parapet walls on both sides, wearing course, foot paths, plaques, drainage arrangements etc. and all other incidental w o r k s to complete the ROB/RUB/Canal crossing in all respect as per specifications to the satisfaction of Engineer-in-Charge. Note: 1. The rate includes all items of work/supplies for complete job in all respects except "cost of Reinforced cement concrete, cement, reinforcement & shuttering" of (i) main RCC Box; (ii) Thrust Bed; (iii) Footpath (iv) Parapet wall and (v) wearing Course only, which shall be paid extra under relevant items of USSOR. 2. In case Drag Sheet and/or Rail Cluster are to be used as per approved scheme and design, the same shall be paid extra under relevant item. 3. The payment for this item shall be made for the clear inner cross section area of the parent RCC Box/Boxes and barrel length i.e. clear inner volume of parent RCC Box/Boxes. | cum | 697.00 | 6,731.01 | 46,91,513.97 |
| 17 | Extra for using GI Drag Sheet, 1.50 mm thick, for protection of track from subsidence while pushing the box as per design over item no. 031120. Note: The payment for this item shall be made for the clear inner cross section area of the parent RCC Box/Boxes and barrel length i.e. clear inner volume of parent RCC Box/Boxes. | cum | 14.00 | 889.37 | 12,451.18 |
| 18 | Fabrication, insertion and removal of rail cluster below the running track to ensure safety of track during box pushing in correct position and alignment with Railway rails and contractors MS flats, wooden blocks, and 12 mm dia bolts etc., as per approved drawing including removing and filling back of ballast below track under traffic conditions of Electrified/Non-Electrified section with all contractors, labour, tools, tackles, consumables plants, and 50MT capacity crane and any other material required for execution of work in all respect with all lead and lift, transportation and as directed by Engineer in-charge. Payment quantity shall be as per the weight of rail in rail cluster used at site or as per approved drawing, whichever is minimum. | MT | 10.00 | 6,752.75 | 67,527.5 |
| 19 | Laying of boulder apron laid in wire crates of approved size including overlaps at joints, laid with stone boulders, all loose ends to be tied with 4mm galvanised steel wire. Payment for boulders & wire crates to be done extra. | cum | 13.50 | 481.19 | 6,496.07 |
| 20 | Dewatering of natural or accumulated water from any location. Payment to be done for Horse power of pump multiplied by pumping hours. | HP Hour | 310.00 | 14.42 | 4,470.2 |
| 21 | Supplying & fixing Galvanised Steel Wire Rope net, made of 9mm dia. steel wire rope having aperture size of 45cm x 60cm with 6m long hangs for top anchoring and 5m wide along with chain-link mesh-netting of 80mm x 80mm mesh size made from 2.4mm dia galvanised wire, joining of chain-link mesh & steel wire rope net and joining of adjacent nets with galvanised spiral lock springs of steel wire dia 2.2mm; inner dia. of springs 18mm; total length 50mm ± 0.5mm; pitch 4mm & open end length 60mm including cutting of tree/shrub etc. in rope- netting location and also, excavation / filling- back of trenches in all types of soil after anchoring rope net with RCC pre-cast beam of size 15cm x 15cm x 2m of M-15 concrete & 30cm thick M-10 PCC. This work also includes supply of 200mm x 200mm x 6mm epoxy coated washer plates with 12.5mm / 18mm dia. hole at centre and supplying & fixing of anchor bolts/fasteners of 10mm dia. including drilling of holes up to a depth of 110mm in rock; cleaning of holes; fixing of fasteners with nut & epoxy coated washer plates; applying torque 65 to 70 N/mm for fixing of rope net for intermediate anchoring on the surface of cutting, bottom anchoring up to 1m depth by using 16mm dia. HYSD steel bolts, threaded up to 200mm on top and fixing epoxy coated washer plate, fabrication & fixing of U-pin on top of cutting for top anchoring and joining of adjacent nets with spiral spring and fixing at the ratio of 1 no. per 0.6m in longitudinal direction of net portion and additional locks for lacing chain link netting with rope net with contractor's materials, machinery, tools & plants, cement, steel, labour, lead, lift, transportation, ascent, descent, taxes, royalty etc. complete as per directions of engineer-in-charge. Note: Concrete will be paid separately under relevant item. | Sqm | 30.00 | 741.05 | 22,231.5 |
| 22 | Under Traffic Block Conditions | TRM | 144.00 | 452.64 | 65,180.16 |
| 23 | RH /Temporary girder of length varying from 12.2m to 16.3m using road crane capacity of 50 MT | Each | 14.00 | 83,505.47 | 11,69,076.58 |
| 24 | 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 | 36.00 | 1,698.71 | 61,153.56 |
| 25 | RH /Temporary girder of length above 16.3m and up to 26.00 using Road crane capacity of 80 MT | Each | 4.00 | 1,35,631.6 | 5,42,526.4 |
| 26 | Renewal of existing running rail and guard rails of all sections on bridge portion over Steel Channel sleepers/PSC sleepers under traffic block including leading of new rails, fittings, refixing all the fastenings as per approved drawings including cutting of rails, drilling of holes to running and guard rails as required as per drawing and leading back the released rails and fittings and stacking at nominated place clear of infringements with all leads & lifts tools and consumables complete and as directed. | TRM | 72.00 | 743.56 | 53,536.32 |
| 27 | 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 | 600.00 | 730.51 | 4,38,306 |
| 28 | Supplying and filling 50 kg size empty cement polythene bags with Rly. Ballast/moorum/earth/Sand/quarry dust etc. placing the filled bags on the high banks /bridge approaches/nominated place etc. dumping and spreading at the nominated locations to profile under block period with all contractor's labour, tools, plants, loading, unloading, filling, spreading including all lead/lift etc. complete and as directed by the Engineer in charge at site including crossing of track where necessary. | Each | 550.00 | 15.72 | 8,646 |
| Schedule total | ₹3,84,50,269.26 | ||||
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