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Tender Value
₹90.2 Cr
EMD Value
₹1.8 Cr
Closing Date
12 Jun 2026, 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)
WORKS
16 conditions · 4 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.
All rates are inclusive of GST and bidders should be registered in GST.
Technical Eligibility Criteria: (a)The tenderer must have successfully completed or substantially completed (Which should have been issued not prior to 60 days of date of invitation of present tender) any one of the following categories of work(s) 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 costing not less than the amount equal to 60% of advertised value of the tender.
Note for Item 10.1: 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 Rail/Road Bridges work of opening more than 3.0 M". Note: In case of works to be done under running line, the tenderer should have the experience of carrying out work under running traffic.
14 conditions · 10 needing a document upload
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.
The tenderer shall clearly specify whether the tender is submitted on his own (Proprietary Firm) or on behalf of a Partnership Firm / Company / Joint Venture (JV) / Registered Society / Registered Trust / HUF etc. The tenderer(s) shall enclose the attested copies of the constitution of their concern, and copy of PAN Card along with their tender. Tender Documents in such cases are to be signed by such persons as may be legally competent to sign them on behalf of the firm, company, association, trust or society, as the case may be.(Para 14.1 (see Page-17 of GCC, April-2022) & Tenderer shall submit the documents in support of their constitution of the firm as per Para 14 of GCC, April-2022 (See Page-17 to 19).
As per instructions please attach proforma of ANNEXURE V-A this certificate is to be given by attorney/authorized signatory/each member of partnership firm / Joint Venture (JV)/ Hindu Undivided Family (HUF) / Limited Liability Partnership (LLP) etc.) Non submission of above certificate (s) by the bidder shall result in summarily rejection of his/their bid. It shall be mandatorily incumbent up on the tenderer to identify, state and submit the supporting documents duly self-attested / digitally signed by which they/he is qualifying the Qualifying Criteria mentioned in the Tender Document. Proforma is available in uploaded documents.
Certificate of Information regarding Employment/ Partnership etc. of Retired Railway Employees with the tender as per the attached Performa. As per clause No 16 (a) and (b) of GCC Part-I April 2022 corrected up to date. (As per Para 16 of GCC, April2022 (See Page-19 to 20).
Restrictions on the Employment of Retired Engineers of Railway Services Within One Year of their Retirement: As per Para 59.9, of GCC, April-2022 (see Page-91).
Certificate of NO Relative being an employee of Western Railway as per attached Performa.
The tenderer should upload the scan copy of EPFO and ESI registration number. However EPFO and ESI registration would be mandatory and documents towards EPFO and ESI registration must be submitted before execution of the agreement.
In case of Bid Security in the form of Bank Guarantee, the same should be in favor of Sr. DFM Vadodara with the tender for due performance with the stipulation to keep the offer open till such date as specified in the tender, under condition of tender. (GCC April 2022 Part I Instructions to tenderers (ITT) para 5 Bid Security (1) (a,b,c),(2) (3)(i-viii). As per ACS 2 issued vide Rly. Board letter No.2022/CEI/ CT/GCC-2022/Policy date 13.12.2022: (ii) The original Bank Guarantee should be delivered in person to the official nominated as indicated in the tender document within 5 working days before closing date for submission of bids. As pr ACS 5 RB No. 2022/CE-I/CT/GCC-2022/Policy date 20.10.2023:- Para 5(3) 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 bid.(i.e. excluding the last date of submission of bids).
The tenderer whether sole proprietor / a company or a partnership firm / joint venture (JV) / registered society / registered trust / HUF / LLP etc if they want to act through agent or individual partner(s), should submit along with the tender, a copy of power of attorney duly stamped and authenticated by a Notary Public or by Magistrate in favour of the specific person whether he/they be partner(s) of the firm or any other person, specifically authorizing him/them to sign the tender, submit the tender and further to deal with the Tender/ Contract up to the stage of signing the agreement except in case where such specific person is authorized for above purposes through a provision made in the partnership deed / Memorandum of Understanding / Article of Association /Board resolution, failing which tender shall be summarily rejected. As par Para 15 of GCC, April-2022 (see Page-19).
Maintenance period for the work is "06 Months" from the certified date of the completion.
Being a tender having advertised value more than Rs 10 crore wherein eligibility criteria includes bid capacity also, the tenderer will be qualified only if its available bid capacity is equal to or more than the total bid value of the present tender as per Annexure-VI, Part-I of GCC April-2022 correction Slip No.1 & 11 (Copy attached).
The tenderer should submit a MEMORANDUM OF UNDERSTANDING (MoU) for Joint Venture Firms (To be executed on notarized non-judicial stamp paper of a minimum of Rs. 500/). (A copy of the MOU in the prescribed format is attached in the documents).
Vadodara Division:- Construction of Road under Bridges in lieu of elimination of 20 numbers of level crossings (Kapadvanj-Modasa section LC No. 56, 61, 62, 65, 66, 67, 69, 70, 71, 72, 74, 75, 76, 77, 79, 80, 81, 84, 85 and 87).
DRM-BRC-041-OF-2026-27
DRM-BRC-041-OF-2026-27
Open
Works - General
24 Months
Vadodara, Gujarat
₹0
₹1.8 Cr
12 Jun 2026
22 May 2026
29 May 2026
120 items across 3 schedules · ₹1,05,20,14,092.3 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Shoring with 'Z' section MS sheet piles side by side in all kinds soil mechanically or manually per approved drawing with contractor's own arrangement complete in all respects removal of sheet piles after completion of the work as directed by engineer in-charge Note: Payment will be made as actual driven length of pile. | Sqm of as and per | 2000.00 | 1,068.67 | 21,37,340 |
| 2 | On top of subgrade or prepared subgrade before laying blanketing layer with minimum strengths Grab test, Trapezoidal Tear test and Puncture test of 700N, 250 and 1800 N respectively. | Sqm in N | 3900.00 | 135.05 | 5,26,695 |
| 3 | 10m to 20m | Metre | 400.00 | 2,710.66 | 10,84,264 |
| 4 | Conducting standard penetration test as per IS:2131 approximate1.5m intervals in bore holes, as directed by the Engineer in charge | Each at | 40.00 | 1,337.94 | 53,517.6 |
| 5 | All kinds of soils | cum | 175000.00 | 213.47 | 3,73,57,250 |
| 6 | 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) | cum | 300.00 | 3,857.51 | 11,57,253 |
| 7 | Providing and laying in position machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as approved Design Mix (mixed 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), modify workability without impairing strength and durability complete as per specifications direction of the Engineer c h a r g e . N o t e : 1. Payment cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used approved proportion to increase workability with minimum possible quantity of cement for grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Design and in that case deduction shall be made as per relevant item. | cum per in & to and in for in all Mix | 10000.00 | 4,115.74 | 4,11,57,400 |
| 8 | Wing wall and Return wall | cum | 20000.00 | 4,242.71 | 8,48,54,200 |
| 9 | Approach slab at formation level, Dirt wall/ ballast wall at formation level | cum | 1500.00 | 4,179.23 | 62,68,845 |
| 10 | Providing and laying Plain Cement Concrete 1:3:6 with graded stone aggregate of 40mm nominal size, in foundation and floors, retaining walls of bridges including mechanical mixing, vibrating, pumping and bailing out water where ever required with materials and labour complete but excluding the cost of cement and shuttering as per drawings and technical specifications directed by Engineer. | cum all as | 5600.00 | 4,085.62 | 2,28,79,472 |
| 11 | Providing and fixing Weep Holes Abutments, Wing walls and Return walls etc., of new bridges with 110mm dia UPVC pipe Type A marked with all contractor's men, material, transportation, all taxes as per specifications and directed by Engineer-in-Charge. | in Metre ISI as | 500.00 | 274.89 | 1,37,445 |
| 12 | Providing and casting machine batched, machine mixed machine vibrated Cement Concrete of specified grade as approved Design Mix, mixed 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 any other component using 20mm graded crushed stone aggregate and coarse sand approved quality of RCC box any size including finishing, Plasticiser in approved proportions (as per IS:9103), modify workability without impairing strength and durability, complete as per drawings technical specifications 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 increase workability with minimum possible quantity cement for all grade of Design Concrete unless it is specifically approved citing reasons at stage of Mix Design and in that case deduction shall be made per relevant item. | cum and per in or of of to and as to of Mix the as | 8050.00 | 4,527.31 | 3,64,44,845.5 |
| 13 | Providing and applying two coats of coal tar or bitumen confirming to IS:3117- latest version on top and sides of RCC box/slabs 1.70 kg/sqm after cleaning surface with all labour materials complete job directed by the Engineer. | Sqm the @ the and as | 9000.00 | 162.33 | 14,60,970 |
| 14 | All types of bridge sub-structures, e.g. pier, abutment, wing wall, retaining wall, RCC box type foundations, Abutment cap, Cap, Inspection Platform Pedestal over Pier cap, Fender wall, Diaphragm wall etc. up to above ground level | Sqm Pier & 5m | 110000.00 | 746.3 | 8,20,93,000 |
| 15 | Ordinary Portland Cement grade of approved brands/makes | 53 MT | 25800.00 | 9,275.03 | 23,92,95,774 |
| 16 | Thermo-Mechanically Treated bars of grade Fe-500D or more approved brands/makes. | Kg of | 3245000.00 | 116.39 | 37,76,85,550 |
| 17 | Above 40 km up to 60 km | MT | 1600.00 | 540.43 | 8,64,688 |
| 18 | Supplying and fixing HSFG bolts any dia and any length with suitable nuts including washers conforming to IRS-B1- 2 0 0 1 f o r bridges and steel structures with contractors labour, tools and plants and lead and etc., complete. | of Kg DTI lift | 10000.00 | 354.38 | 35,43,800 |
| 19 | Supply of HTS holding down bolts with nuts, washer etc. | Kg | 3500.00 | 128.44 | 4,49,540 |
| 20 | Supplying fabricating and erecting welded and/or bolted and/or riveted steel work in built sections, trusses and framed work, staging, racks, Height Gauge etc. for Steel Structures other than bridge girders, using RSJ, tees, angles 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 per approved drawing including applying a priming coat of approved steel primer with contractor's materials, labour, tools & plants, lead & lift including crossing of tracks if required etc., complete as per specification as directed by Engineer-in-charge. Note: The payment shall be made on the theoretical weight of main components and gusset plates only. | MT up and as a all and | 200.00 | 1,20,587.99 | 2,41,17,598 |
| 21 | Supplying of stone boulders weighing not less than 35 kg each at specified bridge locations. | cum | 300.00 | 1,953.39 | 5,86,017 |
| 22 | Supply and laying of quarry dust including consolidation, supply all materials, labour, lead, tools, plants, crossing of tracks per drawing and technical specification as directed by Engineer in charge in case loose slush is encountered at site foundation before casting foundation or laying the filtering media. | cum of lift, as the of the | 5000.00 | 1,321.25 | 66,06,250 |
| 23 | Providing and inserting nipples size 12 to 20 mm dia. with approved fixing compound after drilling holes for grouting as Technical Specifications including subsequent cutting/removal sealing of the hole as necessary after completion of grouting. | of Each per and | 500.00 | 110.56 | 55,280 |
| 24 | Epoxy Grout | Kg | 1000.00 | 1,817.19 | 18,17,190 |
| 25 | Providing and laying of filter media consisting of granular materials of GW, GP, SW groups as per IS:1498 (latest) in required profile behind boulder filling abutments, wing walls / return walls etc. above bed level with labour and material complete as per drawing and technical specification of RDSO Guidelines. | cum of all job | 500.00 | 4,229.27 | 21,14,635 |
| 26 | Providing cast in-situ plaques 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 letters & figures with CM 1:3 finished smooth including painting letters and figures with 2 coats black enamel and plaque with white enamel with all labour, tools, cement, paint, curing etc. as a complete job. | for Each the and of | 40.00 | 1,262.66 | 50,506.4 |
| 27 | 600mm dia. | Metre | 200.00 | 2,405.35 | 4,81,070 |
| 28 | 1000mm dia. | Metre | 200.00 | 8,751.91 | 17,50,382 |
| 29 | 1200mm dia. | Metre | 200.00 | 10,971.05 | 21,94,210 |
| 30 | Dewatering of natural accumulated water from location. Payment to be done Horse power of pump multiplied by pumping hours. | or HP any Hour for | 2000.00 | 97.07 | 1,94,140 |
| 31 | On Cess | Each | 200.00 | 228.62 | 45,724 |
| 32 | In-situ situation | Each | 200.00 | 320.71 | 64,142 |
| 33 | Rail section of 52Kg and above | Each | 500.00 | 108.38 | 54,190 |
| 34 | For average lead up to 50m lift up to 5m | and cum | 2000.00 | 151.5 | 3,03,000 |
| 35 | Under Traffic Block Conditions: | cum | 2000.00 | 56.2 | 1,12,400 |
| 36 | Dismantling of existing LWR/SWR track of any structure, removing rails, sleepers, fish plates, cutting of rails, segregation and stacking of released Rails, Sleepers fitting at nominated location countable manner within a free lead of 500m, levelling of ballast to correct profile for laying new track over it, all as per direction Engineer-in-Charge. | TRM and in of | 1200.00 | 205.23 | 2,46,276 |
| 37 | For sleeper density 1660 sleepers per km | TRM | 1200.00 | 335.55 | 4,02,660 |
| 38 | For one shift ( 12 Hrs) | Each | 1000.00 | 1,281.08 | 12,81,080 |
| 39 | For Half Shift (4 hours) | Each | 1000.00 | 431.48 | 4,31,480 |
| 40 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 1000.00 | 147.4 | 1,47,400 |
| 41 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 1000.00 | 113.38 | 1,13,380 |
| 42 | For day time block working | TRM | 1000.00 | 20.3 | 20,300 |
| 43 | For night time block working | TRM | 1000.00 | 22.76 | 22,760 |
| 44 | 60 Kg - 110/90 UTS - Outside Track | Each | 320.00 | 242.54 | 77,612.8 |
| 45 | Outside Track | Each | 600.00 | 61.48 | 36,888 |
| 46 | On Running Line | Each | 1800.00 | 78.7 | 1,41,660 |
| 47 | I n Wagon where mechanical handling is possible a n d traffic block is not required or Truck/trailer. | MT in | 200.00 | 206.4 | 41,280 |
| 48 | For lead up to 500 metre. | MT | 200.00 | 410.32 | 82,064 |
| 49 | For lead beyond 500 metre and up to 1 Km. | MT | 200.00 | 529.6 | 1,05,920 |
| 50 | Extra to Items no. 171032 for lead beyond 1 Km for every subsequent Km or part thereof and up to 10 Km | MT | 600.00 | 63.38 | 38,028 |
| 51 | Extra to Item no. 171031 and 171032 with contractor's Dolly / Dip Lorry | MT Rail | 200.00 | 39.79 | 7,958 |
| 52 | Lead beyond 30 Km and up to km | 50 MT | 200.00 | 449.86 | 89,972 |
| 53 | Lead beyond 30 Km and up to km | 50 MT | 200.00 | 326.55 | 65,310 |
| 54 | From Truck / Trailer | MT | 200.00 | 234.02 | 46,804 |
| 55 | With Hot melt thermoplastic road marking paint | Sqm | 800.00 | 231.44 | 1,85,152 |
| 56 | Caution Indicator Board of 1400mmx400mm with back support frame fixed to vertical post of MS angle of 50mmx50mmx6mm of 3650 mm long | size Each size | 40.00 | 6,908.11 | 2,76,324.4 |
| 57 | Speed Indicator Board equilateral triangular shape having each side of 1000mm with back support frame fixed vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long | of Each to | 80.00 | 5,917.1 | 4,73,368 |
| 58 | Stop Indicator Board of 1400mmx400mm with back support frame fixed to vertical post of MS angle of 50mmx50mmx6mm of 3650 mm long | size Each size | 40.00 | 6,908.11 | 2,76,324.4 |
| 59 | Termination Indicator Board Circular shape having diameter 1000mm with back support frame welded to vertical post of angle of size 50mmx50mmx6mm of 3950 mm long | of Each of MS | 80.00 | 8,361.59 | 6,68,927.2 |
| 60 | JCB Backhoe Loaders 3DX Plus similar with minimum 1.10 cum bucket capacity | or Hour | 3000.00 | 846.09 | 25,38,270 |
| 61 | Hydra or similar tyre mounted Pick-n-Carry crane of 12T capacity for misc. works of handling material | Hour of | 3500.00 | 2,118.4 | 74,14,400 |
| 62 | to cum to The is of | 70000.00 | 42.69 | 29,88,300 | |
| Schedule total | ₹99,82,18,482.3 | ||||
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nit.pdf
NIT
DRMBRC041of2026-27C.pdf
ATTACHMENT
Annexure-F.pdf
ATTACHMENT
JPOSTDepartment.pdf
ATTACHMENT
PCECircular88forQualityofWorks.pdf
ATTACHMENT
IRSGCCApril-2022.pdf
ATTACHMENT
AdvancecorrectionslipNo01to11GCCApril2022.pdf
ATTACHMENT
ImplementationofContractore-MB.pdf
ATTACHMENT
Annexure-VIB.pdf
ATTACHMENT
BidCapacityForment.pdf
ATTACHMENT
ProformaJVMOU.pdf
ATTACHMENT
041SpecialCondition.pdf
ATTACHMENT
SpecialCondition0222-05-15.pdf
ATTACHMENT
SpecialCondition0318-09-15.pdf
ATTACHMENT
SpecialCondition0425-02-16.pdf
ATTACHMENT
SpecialCondition0518-06-16.pdf
ATTACHMENT
SpecialCondition0613-01-14.pdf
ATTACHMENT
SpecialCondition0718-08-16.pdf
ATTACHMENT
SpecialCondition0815-03-17.pdf
ATTACHMENT
SpecialCondition09.pdf
ATTACHMENT
SpecialCondition010.pdf
ATTACHMENT
SpecialCondition011.pdf
ATTACHMENT
Dainikkaaryanishpaadananumatipatra.pdf
ATTACHMENT
Recommendedmakermanufacturerofcivilmaterials1_1.pdf
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