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Tender Value
₹255.6 Cr
EMD Value
₹1.3 Cr
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 "Construction of Sub Structure in RCC & Super Structure in composite girder for via duct ( 14 X 30.5) at Pherima yard and other ancillary works in connection with Dimapur (Dhansiri) - Kohima (Zubza) New BG line Project.
CE-CON-DK-EPC-2025-06~NFRCON
CE-CON-DK-EPC-2025-06
Open
Works - General
12 Months
Kamrup, Assam
₹0
₹1.3 Cr
22 Jan 2026
9 Dec 2025
8 Jan 2026
78 items across 4 schedules · ₹1,45,71,98,762.71 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Using Soil Class SQ1 | cum | 87000.00 | 391.59 | 3,40,68,330 |
| 2 | In all conditions and classifications of soil except rock | cum | 195000.00 | 105.58 | 2,05,88,100 |
| 3 | Extra for leading of Cut spoil every one km beyond original lead of 2 km over item nos. 012011 to 012014 | cum | 195000.00 | 5.75 | 11,21,250 |
| 4 | 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 | 1100.00 | 3,461.63 | 38,07,793 |
| 5 | Turfing with sods, 10cm thick and 20cm square closely laid. | 100 Sqm | 15200.00 | 10,143.04 | 15,41,742.08 |
| 6 | On top of subgrade or prepared subgrade before laying blanketing layer with minimum strengths in Grab test, Trapezoidal Tear test and Puncture test of 700N, 250 N and 1800 N respectively. | Sqm | 21775.00 | 264.68 | 57,63,407 |
| 7 | 0m to 10m | Metre | 257.00 | 1,793.75 | 4,60,993.75 |
| 8 | 10m to 20m | Metre | 2830.00 | 1,839.1 | 52,04,653 |
| 9 | 20m to 30m | Metre | 532.00 | 1,998.4 | 10,63,148.8 |
| 10 | Conducting determination of California Bearing Ratio as per IS:2720 | Each | 6.00 | 1,683.75 | 10,102.5 |
| 11 | 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 | 15.00 | 768.18 | 11,522.7 |
| 12 | Taking out 100mm dia. & 450mm long disturbed samples of soil from bore holes, including provision of air tight containers for packing, labeling and transporting the samples to laboratory. Samples shall be collected as per IS:2720. | Each | 15.00 | 901.97 | 13,529.55 |
| 13 | Conducting standard penetration test as per IS:2131 at approximate1.5m intervals in bore holes, as directed by the Engineer in charge | Each | 150.00 | 412.15 | 61,822.5 |
| 14 | Collection of water samples at required intervals | Each | 2130.00 | 863.42 | 18,39,084.6 |
| 15 | Moisture Content/Dry Density | Each | 20.00 | 1,057.88 | 21,157.6 |
| 16 | Atterberg Limits | Each | 20.00 | 1,157.09 | 23,141.8 |
| 17 | Specific Gravity | Each | 20.00 | 688.81 | 13,776.2 |
| 18 | Grain size analysis including Hydrometer analysis | Each | 20.00 | 1,742.72 | 34,854.4 |
| 19 | Direct Shear Test | Each | 20.00 | 2,506.37 | 50,127.4 |
| 20 | Natural Density | Each | 20.00 | 2,041.49 | 40,829.8 |
| 21 | Consolidation Test | Each | 20.00 | 2,607.84 | 52,156.8 |
| 22 | Unconfined Compression Test | Each | 20.00 | 2,855.03 | 57,100.6 |
| 23 | Tri-axial Test | Each | 20.00 | 2,735.4 | 54,708 |
| 24 | Density Test | Each | 20.00 | 926.92 | 18,538.4 |
| 25 | Water Absorption & Porosity | Each | 20.00 | 1,175.23 | 23,504.6 |
| 26 | Hardness | Each | 20.00 | 676.9 | 13,538 |
| 27 | Unconfined Compression Test | Each | 20.00 | 3,025.1 | 60,502 |
| 28 | Point Load Test | Each | 20.00 | 1,938.87 | 38,777.4 |
| 29 | Modulus of Elasticity | Each | 20.00 | 2,505.8 | 50,116 |
| 30 | Abrasion Testing | Each | 20.00 | 1,588.52 | 31,770.4 |
| 31 | Conducting chemical analysis of ground water samples to determine suitability for concreting and aggressiveness in relation to attack on concrete / reinforcement including determination of pH value. | Each | 20.00 | 8,645.57 | 1,72,911.4 |
| 32 | Conducting chemical analysis of soil samples to determine aggressiveness in relation to attack on concrete / reinforcement including determination of pH value | Each | 20.00 | 7,307.63 | 1,46,152.6 |
| 33 | All kinds of soils | cum | 8200.00 | 204.99 | 16,80,918 |
| 34 | 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | cum | 621.10 | 4,138.58 | 25,70,472.04 |
| 35 | 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. 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 for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item. | cum | 8766.43 | 4,088.96 | 3,58,45,581.61 |
| 36 | Wing wall and Return wall | cum | 587.56 | 4,172.4 | 24,51,535.34 |
| 37 | 1500 mm diameter | Metre | 6520.00 | 15,261.06 | 9,95,02,111.2 |
| 38 | 1200mm diameter | Metre | 1008.00 | 11,111.82 | 1,12,00,714.56 |
| 39 | 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 | 815.38 | 1,39,982.15 | 11,41,38,645.47 |
| 40 | Initial load test above 100 ton and up to 250 T capacity pile | Each | 4.00 | 1,07,831.59 | 4,31,326.36 |
| 41 | Extra for every increase of 50 ton in pile capacity or part thereof over 250 ton | Each | 48.00 | 5,766.5 | 2,76,792 |
| 42 | Piles with lateral load capacity of up to 50 ton | Each | 20.00 | 24,337.71 | 4,86,754.2 |
| 43 | Piles with lateral load capacity of above 50 ton and up to 100 ton | Each | 2.00 | 34,092.66 | 68,185.32 |
| 44 | 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 | 235.00 | 3,918.95 | 9,20,953.25 |
| 45 | 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 | 4015.40 | 718.9 | 28,86,671.06 |
| 46 | 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 | 750.00 | 114.75 | 86,062.5 |
| 47 | Ordinary Portland Cement 43 grade approved brands/makes | MT | 10747.50 | 8,919.43 | 9,58,61,573.93 |
| 48 | Ordinary Portland Cement 53 grade of approved brands/makes | MT | 500.00 | 9,099.97 | 45,49,985 |
| 49 | Thermo-Mechanically Treated bars of grade Fe-500D or more of approved brands/makes. | Kg | 5200000.00 | 113.67 | 59,10,84,000 |
| 50 | 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 | 2500.00 | 2,705.91 | 67,64,775 |
| 51 | 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 | 7680.00 | 743.37 | 57,09,081.6 |
| 52 | Supplying of stone boulders weighing not less than 35 kg each at specified bridge locations. | cum | 8000.00 | 1,770.51 | 1,41,64,080 |
| 53 | Manufacture and supplying Galvanized Wire Net Trungers made from 4mm galvanised steel wire @ 32 kg/10sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100mm x 100mm. | Sqm | 23500.00 | 497.28 | 1,16,86,080 |
| 54 | 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 | 5000.00 | 2,579.28 | 1,28,96,400 |
| 55 | Providing and laying Pitching with Stone Boulders, weighing not less than 35kg each with voids filled with cement sand mortar 1:4 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). Rate is excluding cost of cement which shall be paid extra under relevant item. | cum | 4500.00 | 3,717.45 | 1,67,28,525 |
| 56 | Providing and laying Filter Material as per RDSO Specifications underneath pitching in slopes complete as per drawing and Technical Specification. | cum | 2100.00 | 3,316.74 | 69,65,154 |
| 57 | Supply and laying of quarry dust including consolidation, supply of all materials, 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 | 1350.00 | 2,489.06 | 33,60,231 |
| 58 | 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 | 50.00 | 2,807.07 | 1,40,353.5 |
| 59 | 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 | 1000.00 | 432.14 | 4,32,140 |
| 60 | Dewatering of natural or accumulated water from any location. Payment to be done for Horse power of pump multiplied by pumping hours. | HP Hour | 22000.00 | 58.42 | 12,85,240 |
| 61 | Supplying & placing of Mechanically Woven Double Twisted Hexagonal Shaped Wire Mesh Gabion Boxes of required sizes, Mesh Type 10cm x 12cm, Zn and PVC coated Mesh Wire dia. 2.7/3.7mm (ID/OD), edges of meshes mechanically edged / selvedged with heavy coating of galvanization as per EN 10223- 3/ASTM A 975 with partitions at every 1m interval and properly packed with approx. 150mm size boulders including transportation and placing at indicated places as per direction of engineer-in-charge including contractor's tools, plants, labour, royalty charges etc. complete in all respect and stitching with lacing wire of dia. 2.2/3.2mm (ID/OD) @ 5% by weight of Gabion boxes, carrying the material by head load from nearest approach with all safety precautions and all leads and lifts. | cum | 8000.00 | 4,047.8 | 3,23,82,400 |
| Schedule total | ₹1,15,30,15,884.82 | ||||
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