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Tender Value
₹15.4 Cr
EMD Value
₹30.8 L
Closing Date
24 Apr 2026, 11:00 amClosed
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
BRIIDGE
15 conditions · 4 needing a document upload
For works costing more than Rs.50 lakhs - The tenderer must have minimum average annual contractual turnover of V/N or 'V' which ever 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.
BID CAPACITY- For tenders 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. The available bid capacity shall be calculated as under: Available Bid Capacity = [A x N x 2] - 0.33xNxB Where, A = Maximum value of construction works executed and payment received in any one of the previous three financial years or the current financial year (up to date of inviting tender), taking into account the completed as well as works in progress. N= Number of years prescribed for completion of work for which bids has been invited. B = Value of existing commitments and balance amount of ongoing works with tenderer as per the prescribed proforma of Railway for statement of all works in progress and also the works which are awarded to tenderer but yet not started upto the date of inviting of tender.
22 conditions · 3 needing a document upload
Submission of Annexure-V under Document Verification Certificate- As per Advance Correction Slips to GCC - 2022, the tenderers shall submit copy of certificate stating that they are not liable to be disqualified and all their statements/documents submitted along with bid are true and factual. Standard format of the certificate to be submitted by the bidder in form of Annexure V. Non-submission of the above Certificate(s) by the bidder shall result in summarily rejection of his/their bid.
Submission of Annexure-V(A) under Document Verification Certificate : In case of other than Company/Proprietary firm, Annexure-V(A) shall also be submitted by the each member of a Partnership Firm/Joint Venture (JV) /Hindu Undivided Family (HUF) / Limited Liability Partnership (LLP) etc., as the case may be. Non-submission of the above Certificate (s) by the bidder shall result in summarily rejection of his/their bid.
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.
Copies of the following documents are to be uploaded: (i) Details such as Name of the tenderer/ Contractor, Validity of DSC, Complete address with pin code, Contact Number (ii) Copy of PAN Card (iii) Copy of GSTIN card
A copy of NEFT form duly filled in the details as necessary to be uploaded. (The Tenderer/ Contractor not having NEFT form may down load the empty NEFT form available in document site)
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 / Hindu Undivided Family( HUF) / Limited Liability Partnership (LLP)etc. The tenderer(s) shall enclose the attested copies of the requisite documents(including Power of Attorney, if opted) for constitution of their concern as per clause 14 of GCC Part I and as per a) Clause 17 of GCC Part I, for JV b) Clause 18 of GCC Part I, for Partnership firm
All the instructions furnished in the Technical compliance/ Commercial Compliance/ Check-list/ Undertakings are only indicative and not exhaustive; The Tenderer shall read the GCC/Tender documents for complete details.
The tenderer shall thoroughly go through the entire tender documents and strictly adhere to the instructions and directions given therein.
If the Tenderer(s) deliberately give(s) wrong information/ or create incorrect documents in his/their offer or create circumstances for the acceptance of his/their offer, the Railway reserves the right to reject such offer at any stage.
All terms and conditions in the tender documents are binding on the Tenderers
Railway reserves the right to accept or reject any or all the tenders and to award the work in whole or in part without assigning any reason.
Unreleased Bid Security, if any, held with the Railway Administration, shall not be adjusted towards the Bid Security to be remitted.
Bid Security shall be deposited either in cash through e-payment gateway or e-BG or submitted as Bank Guarantee bond from a scheduled bank of India or as mentioned in tender documents subject to exemptions provided under para5(1) (a) of Part-1 (ITT) of GCC.
In case of submission of Bid Security in the form of Bank Guarantee, the Original Bank Guarantee (other than e-BG) should be delivered in person to the Official nominated as indicated in the Tender document within 5 working days before the closing date of submission of bids.
MAS-AJJ section: Provision of Limited Use Subway in lieu of LC nos.28 & 20 under DEN/Central Jurisdiction.
MAS11OF26053C
MAS11OF26053C
Open
Works - General
12 Months
Chennai, Tamil Nadu
₹0
₹30.8 L
24 Apr 2026
30 Mar 2026
10 Apr 2026
122 items across 10 schedules · ₹5,27,97,014.83 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Mechanical manufacturing of blanketing material by using only hard and durable stone crushed in mechanical crusher to different gradations, wet mixing of the same in designed proportion in Pug mill or wet mix plant to have uniform gradation including all incidental transportation, laying over finished formation in uniform layer(s) with motor grader, compaction with suitable vibratory roller to specified density and finishing to correct profile, complete as per RDSO Specification No. RDSO/2020/GE: IRS- 0004 with latest correction slips. Note: This item shall be used only when entire constituent of blanketing material is mechanically manufactured by crushing of hard and durable stone into desired gradation of designed proportion. | cum | 700.00 | 2,494.37 | 17,46,059 |
| 2 | Shoring with 'Z' section MS sheet piles side by side in all kinds of soil mechanically or manually as per approved drawing with contractor's own arrangement complete in all respects and removal of sheet piles after completion of the work as directed by engineer in-charge Note: Payment will be made as per actual driven length of pile. | Sqm | 998.58 | 1,010.15 | 10,08,715.59 |
| 3 | 0m to 10m | Metre | 30.00 | 2,675.88 | 80,276.4 |
| 4 | 0m to 10m | Metre | 30.00 | 8,027.63 | 2,40,828.9 |
| 5 | Taking out 100mm dia. & 450mm long undisturbed samples of soil from bore holes, including provision of air tight containers for packing and, labeling incl. transporting the samples to laboratory. Piston sampler shall be used for extracting undisturbed samples where necessary. Samples shall be collected as per IS:2720. | Each | 20.00 | 1,569.85 | 31,397 |
| 6 | Conducting standard penetration test as per IS:2131 at approximate1.5m intervals in bore holes, as directed by the Engineer in charge | Each | 20.00 | 735.87 | 14,717.4 |
| 7 | Specific Gravity | Each | 15.00 | 423.68 | 6,355.2 |
| 8 | Grain size analysis including Hydrometer analysis | Each | 15.00 | 1,360.24 | 20,403.6 |
| 9 | Direct Shear Test | Each | 15.00 | 1,739.32 | 26,089.8 |
| 10 | Natural Density | Each | 15.00 | 579.77 | 8,696.55 |
| 11 | Providing and laying in position machine batched, machine mixed and machine v i b r a t e d 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 | 40.00 | 4,561.69 | 1,82,467.6 |
| 12 | 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 c h a r g e . 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 | 1500.00 | 5,017.86 | 75,26,790 |
| 13 | 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 | 2250.00 | 765.08 | 17,21,430 |
| 14 | For Double Line | Each | 2.00 | 18,51,775.49 | 37,03,550.98 |
| 15 | Supplying and fixing HSFG bolts of any dia and any length with suitable nuts including DTI washers conforming to IRS-B1-2001 for bridges and steel structures with contractors labour, tools and plants and lead and lift etc., complete. | Kg | 600.00 | 241.14 | 1,44,684 |
| 16 | Supply and laying of coarse sand including consolidation with all labour, lead, lift, tools, plants, crossing of tracks as per drawing and technical specification as directed by the Engineer in charge in case loose slush is encountered at site of foundation before casting the foundation or laying the filtering media. | cum | 60.00 | 5,478.04 | 3,28,682.4 |
| 17 | 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 | 250.00 | 101.48 | 25,370 |
| 18 | Neat Cement Grout with 20% anti shrinkage compound w.r.t. cement. | Kg | 600.00 | 430.58 | 2,58,348 |
| 19 | 300mm dia. | Metre | 7.50 | 1,216.61 | 9,124.58 |
| 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 | 12000.00 | 74.78 | 8,97,360 |
| 21 | 25mm gap 'in-situ' welding during traffic block using Railway's welding portion & Welder and finishing of weld to meet the prescribed tolerances and pass all stipulated tests with all required labour, materials, consumables, tools, equipments etc. to complete the work in all respect as per IR's "Manual for Fusion Welding of Rails by Alumino - Thermic Process" with latest correction slips, including marking of welded joint, painting weld collar with anticorrosive paint, restoration of track near weld joint to original position and fixing of joggled fish plate at new weld, to be removed after passing of weld in USFD test as directed by Engineer in charge. Note: 1. Only welding portion and related accessories as per Annexure - I and Welder shall be supplied by Railways. 2. Hydraulic Weld trimmer shall be used for chipping and profile Grinder for finishing. 3. Required nos. of Joggled fish plates shall be supplied by Railway at nearest P. Way Stores and the same shall be returned at nearest P. Way Store or at other location as per direction of Engineer-in- Charge after release from track. | Each | 30.00 | 1,806.57 | 54,197.1 |
| 22 | 60 Kg - 110/90 UTS - On Running Line | Each | 30.00 | 383.76 | 11,512.8 |
| 23 | On Running Line | Each | 180.00 | 90.38 | 16,268.4 |
| 24 | Dismantling exiting Rail Height Gauge carefully and stacking the released material in countable manner, free from any infringements as directed by Engineer in- Charge including removal of cement concrete foundation and making surface clean. | Each | 2.00 | 4,023.98 | 8,047.96 |
| 25 | Dismantling existing lifting barrier along with winch assembly and other components like boom, fringes, locking arrangements, pedestal, boom rest, locking rods/wires, pulley stakes, turn out wheels, 'A' base and other materials connected with functioning of lifting barrier, removing engineering indicators on track and level crossing road signages without any damage including demolishing concrete base of existing structures, filling, ramming and levelling the ground disturbed during demolition, clearing debris and stacking all released material in a neat and countable manner and clear of infringements, as directed. Note: Barriers on both sides of level crossing constitute one set. | Set | 2.00 | 24,308.63 | 48,617.26 |
| 26 | Inserting in track Steel Channel/H-beam sleepers with all Railway supplied fittings complete for TBTR work to specified gauge under traffic block with contractor's tools including aligning, levelling to make track fit for 20 kmph speed and as directed by Engineer in-charge. Note: Transportation of track material if supplied beyond 250m of bridge approaches, shall be paid separately under relevant item. | Each | 50.00 | 361.08 | 18,054 |
| 27 | Fabrication & supply of Galvanized Steel Channel Sleepers made from ISMC 150mm x 75mm / 175mm x 75mm / 200mm x 75mm standard rolled section conforming to IS:2062 as per RDSO approved drawing No 1636/R1/R2 with latest correction slips complete and as directed by Engineer In charge. Note: Cost of Steel fittings and GRSP shall be paid separately | MT | 3.00 | 1,44,404.85 | 4,33,214.55 |
| 28 | Supply of 25mm thick new rubber pads of RDSO drawing no B/1636/I/R2 from approved sources of RDSO and replacement with old crushed rubber pads of 10mm thickness a n d fixing by approved adhesive on steel channel sleepers on bridges complete, as directed by Engineer In- charge. | Each | 100.00 | 2,205.03 | 2,20,503 |
| Schedule total | ₹1,87,91,762.07 | ||||
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details.html
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nit.pdf
NIT
ApprovedSubwayGADLC20.pdf
ATTACHMENT
Location.pdf
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ProcedureforMeasurementofworksbytheContractor.pdf
ATTACHMENT
GCCApril2022AdvanceCorrectionSlipNo11.pdf
ATTACHMENT
IRGCCACS1to10_compressed.pdf
ATTACHMENT
FORMATIONBUILDINGBRIDGEPWAYWORKSJULY2024_1.pdf
ATTACHMENT
MOVEMENTOFVEHICLESNEARRAILWAYTRACK.pdf
ATTACHMENT
eTenderformApril2022.pdf
ATTACHMENT
GCCApril2022_compressed.pdf
ATTACHMENT
ProcedureforLCModeofPayment.pdf
ATTACHMENT
NEFTForm.pdf
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SNWmasterlistason09012026.pdf
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