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Tender Value
₹15.5 Cr
EMD Value
₹31.0 L
Closing Date
19 May 2026, 3:00 pmClosed
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Deposit Work
SR DEN S
20 conditions · 3 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.
Any work involving- (a) Construction of bridges including RCC/PSC/Composite; or (b)Any Rehabilitation work of Bridges.
17 conditions · 5 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.
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, Annexure VIB, Annexure VA, Checklist for tender, ACS 1-6, ACS 7-10, ACS 11, GCC-2022, Special condition above 1Cr, Civil condition, Safety rules by OHE, Additional condition for tender, deployment of engineer.
Maintenance period for the work is 48 months
CSMT-KYN: -Augmentation of Existing Br. No. 27/1 (Usha Nagar Nallah) of (1x6.10M and 4X3x1.5M boxes) by proposed 3Mx3M RCC Box (Barrel Length =75 M, 3.5Mx3M RCC Box of ( Barrel Length =45M).
CR-DRMWBB-2026-23-05
CR-DRMWBB-2026-23-05
Open
Works - General
12 Months
Mumbai, Maharashtra
₹0
₹31.0 L
19 May 2026
23 Apr 2026
5 May 2026
53 items across 2 schedules · ₹15,73,17,514.27 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Using Soil Class SQ3 | cum | 576.00 | 306.16 | 1,76,348.16 |
| 2 | Cleaning out silt from bed of reservoir/canals including 50m lead and lift up to 1.5m. | cum | 2887.50 | 216.48 | 6,25,086 |
| 3 | With provision of one 50mm wide retro- reflective tape in horizontal direction, duly secured/tight with vertical posts. | Metre | 240.00 | 198.4 | 47,616 |
| 4 | All kinds of soils | cum | 11560.00 | 199.78 | 23,09,456.8 |
| 5 | Soft rock (not requiring blasting) | cum | 1090.88 | 420.29 | 4,58,485.96 |
| 6 | 1:1½:3 (1 Cement: 1½ coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size) | cum | 119.93 | 2,586.1 | 3,10,150.97 |
| 7 | 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | cum | 125.96 | 2,667.2 | 3,35,960.51 |
| 8 | 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 | 7.00 | 157.51 | 1,102.57 |
| 9 | 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 | 13594.00 | 329 | 44,72,426 |
| 10 | 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 | 300.00 | 56.75 | 17,025 |
| 11 | 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 | 122.30 | 1,357.12 | 1,65,975.78 |
| 12 | Ordinary Portland Cement 53 grade of approved brands/makes | MT | 59.01 | 8,100.61 | 4,78,017 |
| 13 | Thermo-Mechanically Treated bars of grade Fe-500D or more of approved brands/makes. | Kg | 477419.70 | 88.9 | 4,24,42,611.33 |
| 14 | 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 | 525.00 | 6,752.75 | 35,45,193.75 |
| 15 | Up to 5.00 Km | MT | 900.00 | 121.58 | 1,09,422 |
| 16 | Above 40 km up to 60 km | MT | 900.00 | 338.19 | 3,04,371 |
| 17 | Providing Flood Level Gauges on abutments and piers, made by 20mm thick 1:4 cement plaster for a width of not less than 300mm, duly engraving markings & figures in metres, divided into 10 parts commencing from under-side of girders towards bed, painting markings & figures with black enamel paint in three coats on white background including painting HFL Mark in white by side of gauge with year of occurrence with all Contractor's materials, labour, tools, scaffolding and supports, lead & lifts, curing etc. complete as per approved drawing and as directed by the Engineer in- charge excluding cost of cement which shall be paid extra. | Sqm | 15.12 | 572.55 | 8,656.96 |
| 18 | 100mm dia. Drainage Spouts | Metre | 440.00 | 1,111.5 | 4,89,060 |
| 19 | 150 MT capacity | Day | 118.00 | 1,25,279.62 | 1,47,82,995.16 |
| 20 | 300 MT capacity | Day | 65.00 | 3,72,706.87 | 2,42,25,946.55 |
| 21 | Extra for increase in road crane capacity over Item 041209 for every additional 1 MT capacity or part there of | Day | 60.00 | 1,319.69 | 79,181.4 |
| 22 | 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 | 30.00 | 1,02,894.99 | 30,86,849.7 |
| 23 | 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 | 31.50 | 1,560.85 | 49,166.78 |
| 24 | Providing and laying Pitching with Stone Boulders, weighing not less than 35kg each with voids filled with spalls 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). | cum | 31.50 | 1,442.84 | 45,449.46 |
| 25 | 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 | 8.00 | 375.22 | 3,001.76 |
| 26 | Rail section of 52Kg and above | Each | 128.00 | 112.13 | 14,352.64 |
| 27 | Lifting and packing for regrading the existing PSC sleeper track to required height / level in stages not exceeding 75mm or part thereof at a time, providing permissible ramp for the track, insertion of moorum / sand / stone ballast uniformly under the existing track and placing the same to safe approved gradient, gauge, cushion including levelling and one round of through packing to allow train movement at restricted speed of 30 kmph for a specified length with all leads & lifts and fixing, marking, painting rail level pegs at every 30m interval. Note: Lifting of track shall be done in stages as per procedure prescribed in latest edition of IRPWM to get the proposed final level as per approved working profile, as directed by Engineer in- charge. | TRM | 3200.00 | 185.83 | 5,94,656 |
| 28 | For PSC Sleeper | TRM | 3200.00 | 92.94 | 2,97,408 |
| 29 | One Gang comprising of 20 physically fit labours plus 1 Mate. Note: In case, contractor provides less no. of Labour/Mate, payment will be deducted for each such labour @ 10% of the accepted item rate. | Gang Day | 420.00 | 16,036.52 | 67,35,338.4 |
| 30 | With Contractor's hard wood block. | Each | 64.00 | 2,238.05 | 1,43,235.2 |
| 31 | CSM / DUO / 3X with or without DGS (7.5 KVA generator and 8x500 W) | Night | 730.00 | 3,638.45 | 26,56,068.5 |
| 32 | 52 Kg - 90 UTS - Outside Track | Each | 32.00 | 196.26 | 6,280.32 |
| 33 | For lead up to 500 metre. | MT | 768.00 | 399.09 | 3,06,501.12 |
| 34 | For lead beyond 500 metre and up to 1 Km. | MT | 768.00 | 514.73 | 3,95,312.64 |
| 35 | Extra to Items no. 171032 for lead beyond 1 Km for every subsequent Km or part thereof and up to 10 Km | MT | 768.00 | 61.44 | 47,185.92 |
| 36 | Extra to Item no. 171031 and 171032 with contractor's Rail Dolly / Dip Lorry | MT | 768.00 | 28.72 | 22,056.96 |
| 37 | RH /Temporary girder of length above 16.3m and up to 26.00 using Road crane capacity of 80 MT | Each | 16.00 | 1,21,869.84 | 19,49,917.44 |
| 38 | RH /Temporary girder of length above 16.3m and up to 26.00 using Road crane capacity of 80 MT | Each | 16.00 | 1,35,631.6 | 21,70,105.6 |
| 39 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour | 730.00 | 752.64 | 5,49,427.2 |
| 40 | Hydra or similar tyre mounted Pick-n-Carry crane of 12T capacity for misc. works of handling of material | Hour | 1095.00 | 889.42 | 9,73,914.9 |
| 41 | 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 | 1600.00 | 15.72 | 25,152 |
| Schedule total | ₹11,54,56,469.44 | ||||
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details.html
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nit.pdf
NIT
Annexure-VIB.pdf
ATTACHMENT
AnnexureVA.pdf
ATTACHMENT
checklistforcivilandtrackupdated.pdf
ATTACHMENT
GCCACS1to6.1.pdf
ATTACHMENT
ACS7to10_compressed1.pdf
ATTACHMENT
ACS11GCC.pdf
ATTACHMENT
GCCforWorks2022.pdf
ATTACHMENT
CivilConditions_1.pdf
ATTACHMENT
AdditionalSpecialconditionfortender.pdf
ATTACHMENT
Deployementofcontractorsengineer.pdf
ATTACHMENT
SplCond1cr.pdf
ATTACHMENT
SpecialcondforSafetyRulesatworksitesinElectsections.pdf
ATTACHMENT
Tenderform23-05.pdf
ATTACHMENT
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