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Tender Value
₹1163.3 Cr
EMD Value
₹23.3 Cr
Closing Date
27 Jan 2027, 11:00 am
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)
TENDER
13 conditions · 2 needing a document upload
As per RFP document attached & edition with EPC Amendment No - 04. dt 31- 08 - 2026.
As per RFP document attached & edition with EPC Amendment No - 04. dt 31- 08 - 2026.
6 conditions · 3 needing a document upload
As per RFP Document & edition with EPC Amendment No - 04. dt 31- 08 - 2026.
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.
As per RFP and draft agreement document & edition with EPC Amendment No - 04. dt 31- 08 - 2026.
Engineering procurement and Construction (EPC) for "Construction of New line work between including earth work, blanketing, minor bridges, major bridges, ROBs, LHS/RUBs, track works, platform work, station building, FOBs, other buildings and associated miscellaneous Civil engineering works for 25T Indian Railway Standard Loading from Bikramshila (incl) to Katareah (incl) from ch. 0.50 KM to 24.274 KM with Shivnarayanpur to Shivnarayanpur Y-Link from ch. KM 1.10 to 2.933 KM and Katareah Y-Link to Naugachia from ch. KM 21.533 to KM 29.22 (Total :33.294 KM, civil engineering & P. way work including P. way work on important bridge from ch. KM 8.804 to KM 12.894. Total=4.09 KM) in connection with Bikramshila-Katareah New line Rail link Project.
ECR-CAO-C-S-EPC-05-26-27~ECR
ECR-CAO-C-S-EPC-05-26-27
Open
Works - General
1460 Days
Purbi Champaran, Bihar
₹0
₹23.3 Cr
27 Jan 2027
30 Sept 2026
13 Jan 2027
35 items across 1 schedule · ₹3,12,57,54,931.35 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Using Soil Class SQ1 | cum | 970339.00 | 298.55 | 28,96,94,708.45 |
| 2 | Mechanical manufacturing blanketing material by using only hard and durable stone crushed in mechanical crusher to different gradations, mixing of the same in designed proportion in Pug mill or mix plant to have uniform gradation including incidental transportation, laying over finished formation in uniform layer(s) with motor grader, compaction with suitable vibratory roller specified density and finishing to correct profile, complete per RDSO Specification RDSO/2020/GE: IRS-0004 with latest correction slips. Note: This item shall be used only when entire constituent blanketing material mechanically manufactured crushing of hard and durable stone into desired gradation designed proportion. | of cum wet wet all to as No. of is by of | 4966.50 | 4,457.73 | 2,21,39,316.05 |
| 3 | 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 and 1800 N respectively. | Sqm N | 8192.96 | 168.76 | 13,82,643.93 |
| 4 | All kinds of soils | cum | 42923.00 | 192.15 | 82,47,654.45 |
| 5 | 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) | cum | 1204.00 | 4,483.1 | 53,97,652.4 |
| 6 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) | cum | 1300.00 | 4,806.76 | 62,48,788 |
| 7 | 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 RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality RCC raft foundation & Pile including finishing, using Plasticiser in approved proportions (as per IS:9103), modify workability without impairing strength durability complete as specifications and direction the Engineer in charge. Note: Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used approved proportion increase workability with minimum possible quantity cement for all grade of Design Mix Concrete unless it specifically approved citing reasons for not using plasticiser at the stage of Design and in that case deduction shall be made as relevant item. | cum or in cap to and per of 1. in to of is Mix per | 23897.00 | 4,700.79 | 11,23,34,778.63 |
| 8 | Abutment & Pier | cum | 4110.00 | 4,777.56 | 1,96,35,771.6 |
| 9 | Wing wall and Return wall | cum | 9840.00 | 4,777.56 | 4,70,11,190.4 |
| 10 | Abutment cap, Pier Cap, Inspection Platform & Pedestal over Pier cap, Fender wall, Diaphragm wall etc. | cum | 2182.00 | 4,815.95 | 1,05,08,402.9 |
| 11 | Approach slab at formation level, Dirt wall/ ballast wall formation level | cum at | 558.00 | 4,739.18 | 26,44,462.44 |
| 12 | Extra for every increase of or part thereof in the height above 9.0 m | 1m cum | 1285.00 | 76.77 | 98,649.45 |
| 13 | 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 contractor's men, material, transportation, all taxes as specifications and as directed by Engineer-in-Charge. | Metre all per | 7308.00 | 299.21 | 21,86,626.68 |
| 14 | 1500 mm diameter | Metre | 16437.00 | 15,867.38 | 26,08,12,125.06 |
| 15 | Providing, fabricating installing permanent casing pipe for bored piles for diameters with specified thickness of steel plate including all labour, materials, tools & complete as approved drawing specifications complete in respect as per the direction Engineer in charge. Note: Payment shall be made as the weight of circular plate casing pipe only. | and MT all per & all of per of | 1595.00 | 1,36,024.61 | 21,69,59,252.95 |
| 16 | Initial load test above 100 and up to 250 T capacity pile | ton Each | 9.00 | 87,650.98 | 7,88,858.82 |
| 17 | Extra for every increase of ton in pile capacity or part thereof over 250 ton | 50 Each | 9.00 | 4,566.65 | 41,099.85 |
| 18 | Routine Load Test above ton capacity up to 250 capacity pile | 100 Each ton | 9.00 | 43,825.49 | 3,94,429.41 |
| 19 | Piles with lateral load capacity of up to 50 ton | Each | 9.00 | 18,382.91 | 1,65,446.19 |
| 20 | Pulse Echo Test (PET) integrity testing of piles with contractor's men, materials and machines. The rate includes cost of Inspection site, preparation of pile head and any other unforeseen cost required for the test, submission of reports triplicate as per satisfaction the Engineer in Charge. | for Each of in of | 9.00 | 6,626.51 | 59,638.59 |
| 21 | Providing and applying coats of coal tar or bitumen confirming to IS:3117- latest version on the top and sides RCC box/slabs @ 1.70 kg/sqm after cleaning the surface with all labour and materials complete job as directed by Engineer. | two Sqm of the | 829.00 | 166.53 | 1,38,053.37 |
| 22 | 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 above ground level | Sqm 5m | 66887.00 | 649.96 | 4,34,73,874.52 |
| 23 | Extra for additional height over item no. 025031 & 025032 wherever required with adequate bracing, propping etc. over initial height of metres for every additional height of 1 metre or part thereof. | Sqm 5 | 129363.00 | 99.69 | 1,28,96,197.47 |
| 24 | Supplying, spreading compacting well graded hard stone of 63mm average (maximum up to 80mm size) the bottom of foundation box culverts, bridges including all lead, lift, ascent, descent etc. complete job per directions of Engineer charge. | and cum size in of etc. as In- | 3050.00 | 2,607.01 | 79,51,380.5 |
| 25 | Ordinary Portland Cement grade of approved brands/makes | 53 MT | 50438.02 | 9,573.35 | 48,28,60,818.77 |
| 26 | Thermo-Mechanically Treated bars of grade Fe-500D or more of approved brands/makes. | Kg | 11217735.00 | 113.69 | 1,27,53,44,292.15 |
| 27 | Supplying of stone boulders weighing not less than 35 each at specified bridge locations. | cum kg | 93867.00 | 1,883.52 | 17,68,00,371.84 |
| 28 | Providing and laying Pitching with Stone Boulders, weighing not less than 35kg each with voids filled with spalls slopes, laid over prepared filter media including boulder apron laid dry in front of toe embankment complete as drawing and Technical Specifications (filter media be paid separately under relevant item). | cum on of per to the | 14798.00 | 2,463.61 | 3,64,56,500.78 |
| 29 | Providing and laying Filter Material as per RDSO Specifications underneath pitching in slopes complete per drawing and Technical Specification. | cum as | 3310.00 | 3,311.4 | 1,09,60,734 |
| 30 | Supply and laying of coarse sand including consolidation with all labour, lead, lift, tools, plants, crossing of tracks per drawing and technical specification as directed by Engineer in charge in case loose slush is encountered site of foundation before casting the foundation laying the filtering media. | cum as the at or | 350.00 | 3,020.15 | 10,57,052.5 |
| 31 | Providing and laying of filter media consisting of granular materials of GW, GP, groups as per IS:1498 (latest) in required profile behind boulder filling of abutments, wing walls / return walls above bed level with all labour and material complete job per drawing and technical specification of RDSO Guidelines. | cum SW etc. as | 13751.00 | 2,918.98 | 4,01,38,893.98 |
| 32 | Painting the HFL mark Danger level mark, year of on bridge abutments and piers with ready mixed paint as standard in two coats over coat of primer with materials, labour, tools, scaffolding, all lead and lift including writing complete. | and Each HFL per one all etc. | 12.00 | 246.35 | 2,956.2 |
| 33 | Providing Boulder Backing behind wing wall, return wall, retaining wall with hand packed boulders & cobbles with smaller size boulders toward the back including lead, lift, labour & other incidental charges as complete work in all respect. Payment for boulder/cobbles will done extra. | cum all be | 92545.00 | 325.68 | 3,01,40,055.6 |
| 34 | Dewatering of natural accumulated water from location. Payment to be done for Horse power of pump multiplied by pumping hours. | or HP any Hour | 2000.00 | 30 | 60,000 |
| 35 | to cum the | 18794.00 | 38.43 | 7,22,253.42 | |
| Schedule total | ₹3,12,57,54,931.35 | ||||
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