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Tender ID
Tender Value
₹238.3 Cr
EMD Value
₹1.2 Cr
Closing Date
30 Jun 2026, 11:00 amClosed
Yes (up to 4 members)
Two Packet System
EPC [ Single Stage ]
Yes
16/04/2026 11:00
Lowest to Highest
180 days
Expenditure
Capital (Works)
3RD LINE
13 conditions · 2 needing a document upload
Financial Capacity of the bidder shall be as per Clause no.2.2 of Request for Proposal (RFP) Document.
Technical Capacity of the bidder shall be as per Clause no.2.2 of Request for Proposal (RFP) Document.
16 conditions · 5 needing a document upload
Please refer to RFP document for all details.
Uploading of NEFT FORM - as per format attached with the RFP document.
Uploading of certificate by local suppliers in regard to meeting the Minimum Local Content requirement to avail benefits under Public Procurement Policy Order-2017 (A) for procurement order of value less than Rs. 10 crores: self certificate in accordance with Para-9(a) of Public Procurement (Preference to Make in India) Order 2017. (B) For Procurement Order of value more than Rs. 10 crores, the certificate from Statutory auditor/cost auditor/practicing CA as the case may be in accordance with Para-9(b) of Public Procurement (Preference to Make in India) Order 2017.
Please refer to RFP document in detail for uploading of documents.
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.
Earthwork in formation and in cutting, Blanketing, Construction of Minor Bridges, Major Bridges, Drain, Retaining Wall, Toe Wall, Track Works, Station Building, Level Crossing Works, Passenger Amenities Works, Signalling & Telecom works, Electrical works in connection with execution of 3rd Line between Barabanki to Burhwal section, on EPC mode, under Lucknow Division of North Eastern Railway.
DYCE-CON-LJN-EPC-03-2026
DYCE-CON-LJN-EPC-03-2026
Open
Works - General
18 Months
Gorakhpur, Uttar Pradesh
₹0
₹1.2 Cr
2 Mar 2026
2 Mar 2026
16 Jun 2026
16 Apr 2026
149 items across 3 schedules · ₹27,86,42,584.05 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Earthwork in excavation by mechanical means (Hydraulic Excavator)/Manual Means for foundations and floors of the bridges, retaining walls etc. including setting out, dressing of sides, ramming of bottom, getting out the excavated material, back filling in layers with approved material and consolidation of the layers by ramming and watering etc. including all lift, disposal of surplus soil up to a lead of 300m, all types of shoring and strutting with all labour and material complete as per drawing and technical specification as directed by Engineer in charge. Note: This item will be used for excavation work in connection with other miscellaneous works also like side drains, foundation for OHE masts and other miscellaneous structures in connection with Gauge Conversion, Doubling, New lines. All kinds of soils. [USSOR-2021, item no.022010+022011] | cum | 5928.00 | 186.58 | 11,06,046.24 |
| 2 | Soft rock (not requiring blasting). [USSOR-2021, item no.022012] | cum | 1112.00 | 381.72 | 4,24,472.64 |
| 3 | Hard rock (requiring blasting). [USSOR-2021, item no.022013] | cum | 371.00 | 697.62 | 2,58,817.02 |
| 4 | Extra over item nos. 022011 to 022014 for executing the work under water and/or liquid mud to compensate all additional arrangements including pumping out water as required. Note: The extra percentage rate is applicable only for the quantity of work executed under water. [USSOR-2021, item no.022020] | cum | 6234.33 | 37.32 | 2,32,665.2 |
| 5 | Boring, providing and installation of bored cast in-situ Reinforced Cement Concrete piles using Hydraulic piling Rig of specified diameter and length below pile cap of specified grade with Design Mix Cement Concrete, using 20mm graded crushed stone aggregate and coarse sand of approved quality, to carry a safe working load not less than specified, concreting by machine batching, machine mixing, scaffolding, using Admixture in approved proportion (as per IS:9103), placing with tremie pipe, chipping off of pile top to remove laitance concrete above cut off level etc., pumping and bailing out water complete in all respect as per approved drawing, specification and direction of the Engineer in charge. Note: 1. Payment for only cement, reinforcement shall be made extra. 2. Length of the pile for payment shall be measured up to the bottom of RCC pile Cap. 3. 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. 1200mm diameter. [USSOR-2021, item no.022090+022092] | RM | 1900.00 | 8,170.54 | 1,55,24,026 |
| 6 | 600mm diameter. [USSOR-2021, item no.022095] | RM | 200.00 | 2,795.39 | 5,59,078 |
| 7 | Extra for chiselling in addition to boring of piles, if chiselling is required to be resorted to in hard rock or big stone boulders larger than 30cm, manually or by any other means. 1200mm diameter pile. [USSOR- 2021, item no.022110+022111] | RM | 478.00 | 4,102 | 19,60,756 |
| 8 | 600mm diameter pile. [USSOR-2021, item no.022114] | RM | 50.00 | 1,540.97 | 77,048.5 |
| 9 | 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. [USSOR-2021, item no.022100] | MT | 151.00 | 1,07,851.02 | 1,62,85,504.02 |
| 10 | Conducting load testing on single pile or on separate test pile in accordance with IS: 2911 (Part IV) including installation of loading platform, kentledge, preparation of pile head, construction and dismantling of test cap, etc. Initial vertical load test. | Each | 2.00 | 1,97,219.41 | 3,94,438.82 |
| 11 | Routine vertical load test. | Each | 2.00 | 1,00,892.73 | 2,01,785.46 |
| 12 | Lateral load testing of single pile in accordance with "IS Code of practice IS:2911 (Part-IV) for determining safe allowable lateral load of pile" with all labour, material, tool & plants, equipment, machinery, etc complete as per drawing and specification as directed by the Engineer. Piles with lateral load capacity of above 50 ton and up to 100 ton. [USSOR-2021, item no.022130+022132] | Each | 2.00 | 29,086.76 | 58,173.52 |
| 13 | 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. [USSOR-2021, item no.022140] | Each | 84.00 | 2,809.67 | 2,36,012.28 |
| 14 | Providing and laying in position Plain cement concrete of specified Nominal Mix for miscellaneous works like side drains, foundation for OHE masts and other miscellaneous structures excluding the cost of Cement, centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone- III) : 6 graded stone aggregate 20 mm nominal size). [USSOR-2021, item no.022030+022034] | cum | 255.00 | 2,599.67 | 6,62,915.85 |
| 15 | 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. [USSOR-2021, item no.022040] | cum | 1021.00 | 2,592.84 | 26,47,289.64 |
| 16 | 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 for the following Reinforced cement concrete structural elements up to height of 9.0 m from foundation top level, 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. Abutment & Pier. [USSOR-2021, item no.022050+022051] | cum | 394.00 | 2,664.23 | 10,49,706.62 |
| 17 | Wing wall and Return wall. [USSOR-2021, item no.022052] | cum | 439.80 | 2,664.23 | 11,71,728.35 |
| 18 | Abutment cap, Pier Cap, Inspection Platform & Pedestal over Pier cap, Fender wall, Diaphragm wall etc. [USSOR-2021, item no.022053] | cum | 199.00 | 2,699.92 | 5,37,284.08 |
| 19 | Approach slab at formation level, Dirt wall/ ballast wall at formation level. [USSOR-2021, item no.022054] | cum | 14.00 | 2,628.53 | 36,799.42 |
| 20 | Extra for every increase of 1m or part thereof in the height above 9.0 m. [USSOR-2021, item no.022055] | cum | 4.00 | 71.39 | 285.56 |
| 21 | 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 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 at the stage of Mix Design and in that case deduction shall be made as per relevant item. [USSOR-2021, item no.024010] | cum | 495.00 | 2,852.12 | 14,11,799.4 |
| 22 | Centering and shuttering including strutting, propping etc. and removal of form for : 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. [USSOR-2021, item no.025030+025031] | Sqm | 3369.00 | 600.77 | 20,23,994.13 |
| 23 | Providing and laying Boulders behind abutment, wing wall, boxes, return wall etc as per drawing/ relevant RDSO guidelines and as per direction of Engineer-in- charge. | cum | 363.00 | 1,333.1 | 4,83,915.3 |
| 24 | 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. [USSOR-2021, item no.051070] | cum | 145.00 | 2,482.78 | 3,60,003.1 |
| 25 | Providing and laying Filter Material as per RDSO Specifications underneath pitching in slopes complete as per drawing and Technical Specification. [USSOR- 2021, item no.051080] | cum | 261.00 | 2,756.95 | 7,19,563.95 |
| 26 | 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. [USSOR- 2021, item no.052200] | Each | 2.00 | 255.68 | 511.36 |
| 27 | Dewatering of natural or accumulated water from any location. Payment to be done for Horse power of pump multiplied by pumping hours. [USSOR-2021, item no.052260] | HP Hour | 300.00 | 40.58 | 12,174 |
| 28 | 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. [USSOR-2021, item no.052150] | cum | 1116.00 | 2,351.27 | 26,24,017.32 |
| 29 | 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. [USSOR- 2021, item no.025020] | Sqm | 1370.00 | 165.03 | 2,26,091.1 |
| 30 | 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. [USSOR-2021, item no.022070] | Metre | 308.00 | 231.7 | 71,363.6 |
| 31 | 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. [USSOR-2021, item no.052220] | Each | 6.00 | 1,142.87 | 6,857.22 |
| 32 | Supply and using Cement at Worksite. Ordinary Portland Cement 53 grade of approved brands/makes. [USSOR-2021, item no.025070+025072] | MT | 2078.00 | 6,689.69 | 1,39,01,175.82 |
| 33 | 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. [USSOR-2021, item no.041370] | MT | 7.00 | 93,412.1 | 6,53,884.7 |
| 34 | Supplying, laying Non-woven Needle Punched and Mechanically or Thermally bonded type Geotextile for use as Separator/Filtration for Railway formation as per RDSO Specification No. RDSO/2018/GE:IRS-0004 - Part I made of Polypropylene / Polyethylene / Polyamide or combination there of having apparent opening size of 85 microns and elongation at failure > 50% in both directions including transportation labour, lead & lift complete as directed by Engineer in-charge. Below the ballast and above blanket layer with minimum strengths in Grab test, Trapezoidal Tear test and Puncture test of 1750N, 800 N and 5800 N respectively. [USSOR-2021, item no.013090+013092] | Sqm | 1650.00 | 268.56 | 4,43,124 |
| 35 | Steel reinforcement of approved brands/makes for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo- Mechanically Treated bars of grade Fe-500D or more of approved brands/makes. [USSOR-2021, item no.025080+025082] | Kg | 692113.00 | 99.95 | 6,91,76,694.35 |
| 36 | Maintenance of track on main line & loops, Points & crossings etc. including special attention to section for carrying out various maintenance works listed in Indian Railways P.Way Manual / Bridge Manual for safe running of goods and passenger trains with contractor's tools / labours etc. complete, as directed by Engineer in-charge. Note: Contractor shall arrange one gang at any point of time comprising of minimum specified labours with sufficient experience in P.Way working. 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. [USSOR-2021, item no.136040+136042] | Gang Day | 540.00 | 13,103.76 | 70,76,030.4 |
| 37 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm). [DSR-2021, item no.13.44+13.44.1] | Sqm | 621.00 | 116.9 | 72,594.9 |
| 38 | Providing and Laying Stone Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications. | cum | 18.00 | 7,311.25 | 1,31,602.5 |
| 39 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : In cement mortar. [DSR-2021, item no.15.9+15.9.2] | cum | 350.00 | 2,027.1 | 7,09,485 |
| 40 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-III (size range 26.5 mm to 0.075 mm ) having CBR Value-20. [DSR-2021, item no.16.78+16.78.3] | cum | 309.00 | 2,612.95 | 8,07,401.55 |
| 41 | Supplying & driving the cold twisted MS sheet piles generally 10mm and 10 meter deep below formation level having interlocking design and taken out the same after launching with all necessary vibro hammers and other T&P required as a complete job. It includes all necessary labour and material, cost of all T&P, all leading, loading, transportation of the same with all toll taxes (To and Fro), GST and other applicable taxes as per extent rules, all ascent, descent, crossing of track, cost of all fuels and lubricants, the necessary arrangement of lighting camping at site etc. | Kg | 115063.00 | 103.05 | 1,18,57,242.15 |
| 42 | Providing and laying Geo cell as per IS 17483 part- 2020 for track stabilization as per following methodology. Preparation of the track bed and compacting it with rollers to achieve 98% proctor density Laying of Geo cell 150mm cell height and 356mm welding distance with all accessories "Filling Geo-cell with blanketing material and compacting as per RDSO guidelines". | Sqm | 3240.00 | 696.2 | 22,55,688 |
| Schedule total | ₹15,84,50,047.07 | ||||
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