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Tender Value
₹118.8 Cr
EMD Value
₹59.4 L
Closing Date
22 Jan 2026, 2:30 pmClosed
Yes (up to 4 members)
Yes (up to 4 members)
Two Packet System
EPC [ Single Stage ]
No
Not Applicable
Lowest to Highest
180 days
Expenditure
Capital (Works)
HQ TENDER
13 conditions · 2 needing a document upload
As per RFP Tender Document.
As per RFP Tender Document.
35 conditions · 6 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.
Tenders have been invited for and on behalf of the President of India for the work mentioned as per NIT.
Tender documents are not transferable .
It is understood that you are agreed to abide by the conditions those are laid down in the tender document when you submit the tender.
The tender document includes various chapters, drawings and annexures as enclosed, those are integral parts of the tender documents.
Rates enter in to rate page shall only be considered. Rates offered in any other form /letter by the tenderer shall not be considered.
Tenders other than in form of e-Tendering shall not be accepted against this tender. For this purpose, tenderers are required to submit their offer in IREPS.
In case of any difficulty faced by the tenderer while submitting their bid in the IREPS website assistance from help desk available with the website may be sought.
Railway Administration will not be responsible for any delay/difficulties /inaccessibility of the down loading facility for any reason whatsoever. In case of any discrepancy between the tender documents down loaded from internet and the master copy available in the offices, the latter shall prevail and will be binding on the tenderer(s). No claim on this account will be entertained.
Name & mailing address of the Tenderer(s) shall be clearly mentioned in ENGLISH language.
All the information requested for Tender shall be answered in the ENGLISH language. Where information is provided in another language, this shall be accompanied by a translation of its pertinent parts into ENGLISH. This translation will govern and be used for interpreting the information.
The railway reserves the right to:
Amend the scope and value of the work.
Reject or accept any tender; and
Cancel the tender process and reject any or all tenders, at any time.
The tenderer(s) have to fill up all the documents as stated in document.
In case of two packet system of tendering, the Second packet (Finance Bid) of only eligible tenderers found in the first packet (Technical Bid) will be opened.
Incomplete tenders are liable to be rejected without further correspondence.
General information about the project/work is attached separately. However the tenderer(s) are advised to visit the site for appreciation before submitting of tender.
If any one or more of the detailed information furnished in the tenderer's documents is proved to be false at any stage, the contractor/ firm will be debarred then and there, from all the commitments connected with the tender and his/their tender/contract will be rejected/terminated and further action will be taken as per extant rules.
Failure to provide information which are essential to evaluate the Tenderer(s) qualifications, or failure to provide timely clarification or substantiation of the information supplied may result in disqualification of the Tenderer(s).
The Railway reserves the right to reject any or all offers without assigning any reasons and his decision shall be final and binding.
PRICE VARIATION clause will be applicable as per EPC aggrement
The Bid Security shall be applicable as per RFP Tender Document.
RFP for Engineering, Procurement and Construction (EPC) contract Agreement for Balance work of Construction of Sub-Structure and Super-structure of Major Bridge No. 5 (5X12.2M - PSC Slab at Ch.13.400 km), Bridge No. 9 (3x12.2 -PSC Slab at Ch 20.602 km), Bridge No. 10 (5x12.2M - PSC Slab at Ch. 22.455 Km), Bridge No.12 (5x12.20M - PSC Slab at Ch. 28.065 Km ) and Important Br. No. 11 (8x45.7M - OWG at Ch. 25.470 Km ) and construction of Sub-structure of Bridge No. 6 (1x30.50M - OWG at Ch. 15.665Km), Construction of Sub-Structure and Super- structure of Bridge No. 7 (7x12.2M -PSC Slab at Ch. 17.855 Km) and Bridge No. 8 (4x12.2M -PSC Slab at Ch.19.035 Km), including protection work, guidebund, making Embankment in approaches of Bridge and other related bridge works in KATIHAR (KIR)- KUMEDPUR (KDPR) Railway BG Doubling project of NF Railway (construction) on EPC mode.
CE-CON-KK-EPC-2025-07~NFRCON
CE-CON-KK-EPC-2025-07
Open
Works - General
12 Months
Kamrup, Assam
₹0
₹59.4 L
22 Jan 2026
17 Dec 2025
8 Jan 2026
59 items across 2 schedules · ₹91,31,70,647.87 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Using Soil Class SQ2 | cum | 5385.60 | 439.61 | 23,67,563.62 |
| 2 | All kinds of soils | cum | 13836.92 | 204.99 | 28,36,430.23 |
| 3 | 1:3:6 (1 Cement : 3 coarse sand (zone- III) : 6 graded stone aggregate 20 mm nominal size) | cum | 344.75 | 4,251.36 | 14,65,656.36 |
| 4 | 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 | 5679.61 | 4,088.96 | 2,32,23,698.11 |
| 5 | Abutment & Pier | cum | 3076.54 | 4,172.4 | 1,28,36,555.5 |
| 6 | Wing wall and Return wall | cum | 993.30 | 4,172.4 | 41,44,444.92 |
| 7 | Abutment cap, Pier Cap, Inspection Platform & Pedestal over Pier cap, Fender wall, Diaphragm wall etc. | cum | 646.89 | 4,214.13 | 27,26,078.56 |
| 8 | Approach slab at formation level, Dirt wall/ ballast wall at formation level | cum | 62.96 | 4,130.68 | 2,60,067.61 |
| 9 | 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 | 1989.60 | 310.06 | 6,16,895.38 |
| 10 | 1200mm diameter | Metre | 5136.00 | 7,652.01 | 3,93,00,723.36 |
| 11 | Providing, fabricating and installing permanent casing pipe for bored piles for all diameters with specified thickness of steel plate including all labour, materials, tools & complete as per approved drawing & specifications complete in all respect as per the direction of Engineer in charge. Note: Payment shall be made as per the weight of circular plate of casing pipe only. | MT | 694.04 | 1,39,982.15 | 9,71,53,211.39 |
| 12 | Initial load test above 100 ton and up to 250 T capacity pile | Each | 3.00 | 1,07,831.59 | 3,23,494.77 |
| 13 | Extra for every increase of 50 ton in pile capacity or part thereof over 250 ton | Each | 90.00 | 5,766.5 | 5,18,985 |
| 14 | Routine Load Test above 100 ton capacity up to 250 ton capacity pile | Each | 6.00 | 53,915.8 | 3,23,494.8 |
| 15 | Piles with lateral load capacity of up to 50 ton | Each | 5.00 | 24,337.71 | 1,21,688.55 |
| 16 | Pulse Echo Test (PET) for integrity testing of piles with contractor's men, materials and machines. The rate includes cost of Inspection of site, preparation of pile head and any other unforeseen cost required for the test, submission of reports in triplicate as per satisfaction of the Engineer in Charge. | Each | 225.00 | 3,918.95 | 8,81,763.75 |
| 17 | In all types of soils | cum | 203.68 | 307.48 | 62,627.53 |
| 18 | For water depth up to 1.00m | Each | 3.00 | 1,21,658.66 | 3,64,975.98 |
| 19 | Extra for every 1.00m additional depth and part thereof over item 023021 up to water depth of 4.00m. | Each | 3.00 | 1,86,962.51 | 5,60,887.53 |
| 20 | Providing and constructing 10m wide service road to reach island location from one pier location to another pier location. | RM | 345.60 | 6,576.08 | 22,72,693.25 |
| 21 | Supplying, Fabrication, assembly, erection & placing in position the cutting edge of well curb with structural steel including MS sheet/Plates of specified thickness for pier/abutment complete as per approved plans and as per direction of Engineering In charge including all operations like cutting, bending, straightening, drilling holes, bolting, riveting, welding, threading, jointing of steel sections including outer and inner places liners and skin plates, stiffeners, hooks, bottle nuts, bond rods etc. as per design including all ascent, descents, leads, lifts, handing, re-handling, all other obstructions whatsoever, diverting channels, pumping / bailing out of water wherever required including cost of steel such as flats, sheets, angles, steel bars etc. with all labour and material as a complete job. | MT | 15.37 | 1,59,505.88 | 24,51,605.38 |
| 22 | From initial level of cutting edge & up to 3m depth | cum | 394.33 | 257.25 | 1,01,441.39 |
| 23 | Above 3m to 10m depth | cum | 920.11 | 336.64 | 3,09,745.83 |
| 24 | Above 10m to 15m depth | cum | 657.22 | 390.63 | 2,56,729.85 |
| 25 | Above 15m to 20m depth | cum | 657.22 | 498.55 | 3,27,657.03 |
| 26 | Above 20m to 25m depth | cum | 657.22 | 821.73 | 5,40,057.39 |
| 27 | Above 25m to 30m depth | cum | 657.22 | 1,179.7 | 7,75,322.43 |
| 28 | Above 30m to 35m depth | cum | 985.83 | 1,821.52 | 17,95,709.06 |
| 29 | In well Curb | cum | 241.70 | 4,497.86 | 10,87,132.76 |
| 30 | In Steining of wells | cum | 2948.45 | 4,497.86 | 1,32,61,715.32 |
| 31 | In Bottom plug for wells including arrangements for placing concrete under water with tremie or bottom opening skips. | cum | 1035.99 | 4,497.86 | 46,59,737.98 |
| 32 | In Intermediate/top plug without shuttering | cum | 39.00 | 4,293.41 | 1,67,442.99 |
| 33 | In Well cap and corbel, if provided | cum | 525.78 | 4,293.41 | 22,57,389.11 |
| 34 | Using Sand from River Bed if suitable for filling | cum | 1290.37 | 307.48 | 3,96,762.97 |
| 35 | 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 | 14088.01 | 718.9 | 1,01,27,870.39 |
| 36 | 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 | 786.37 | 114.75 | 90,235.96 |
| 37 | Ordinary Portland Cement 43 grade approved brands/makes | MT | 8862.57 | 8,919.43 | 7,90,49,072.74 |
| 38 | Thermo-Mechanically Treated bars of grade Fe-500D or more of approved brands/makes. | Kg | 3471645.85 | 113.67 | 39,46,21,983.77 |
| 39 | Supplying of stone boulders weighing not less than 35 kg each at specified bridge locations. | cum | 801.42 | 1,770.51 | 14,18,922.12 |
| 40 | 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 | 5100.00 | 2,579.28 | 1,31,54,328 |
| 41 | Providing and laying Filter Material as per RDSO Specifications underneath pitching in slopes complete as per drawing and Technical Specification. | cum | 3493.49 | 3,316.74 | 1,15,86,998.02 |
| 42 | 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 | 2217.60 | 2,222.69 | 49,29,037.34 |
| 43 | 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 of abutments, wing walls / return walls etc. above bed level with all labour and material complete job as per drawing and technical specification of RDSO Guidelines. | cum | 4718.06 | 2,807.07 | 1,32,43,924.68 |
| 44 | 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 | 46.00 | 323.49 | 14,880.54 |
| 45 | 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 | 16.00 | 1,521.35 | 24,341.6 |
| 46 | 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 | 46.00 | 2,111.54 | 97,130.84 |
| 47 | 1200mm dia. | Metre | 620.00 | 12,129.04 | 75,20,004.8 |
| 48 | 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 | 994.11 | 432.14 | 4,29,594.7 |
| 49 | Supply, filling and stacking of sand bags layer by layer filled with Railway Sand/railway quarry dust in Contractor's empty polythene cement bags of 50 kg bags with all contractors labour, tools, plants, lead, lift etc., including stitching the same with machine using polythene thread complete as directed by Engineer-in charge at site. | Each | 125488.00 | 16.55 | 20,76,826.4 |
| Schedule total | ₹75,91,35,537.59 | ||||
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