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Tender Value
₹1262.9 Cr
EMD Value
₹25.3 Cr
Closing Date
30 Oct 2026, 11:00 am
Yes (up to 4 members)
Yes (up to 4 members)
Two Packet System
EPC [ Single Stage ]
Yes
06/10/2026 11:00
Lowest to Highest
180 days
Expenditure
Capital (Works)
SECTION1
13 conditions · 2 needing a document upload
As stipulated in RFP
As stipulated in RFP
21 conditions
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.
It is the responsibility of the tenderer 1. To see corrigendum, if any to tender notice up to the date of tender opening. 2. To keep him self updated about any latest Railway Board Circulars up to the date of tender opening.
For those conditions for which standard formats have been given in the uploaded documents for providing information, it should only be submitted in these standard formats.
Postal address of Office: Office of Dy. Chief Engineer/I/Construction/PRYJ, 2nd Floor Old GM Building near Valmiki Chauraha, Prayagraj (Uttar Pradesh) 211001 Mobile Number: +91-9494866296 Email: [email protected]
Tenderers are advised to go through the 'SPECIAL CONDITIONS' thoroughly which are incorporated in tender document before quoting the rates.
Conditional tenders are liable to be rejected.
Rates are inclusive of all taxes/octroi, license fee, royalty charges etc. legally leviable by State, Central Govt. and/or any other local authority.
All required document duly Signed in ink by the Tenderer and shall be uploaded. The same person shall submit the bid who has signed all the documents to be uploaded
Engineering, Procurement and Construction (EPC) Agreement with Schedule G-1 For third line track between Manikpur (excluding) to Iradatganj (including) (Ch: 1257.180 to 1340.820) including Electrification & Signaling works along with construction of ROB on LC No. 404/C2, 406/2T, 407/2E & 418C/2E and RUB in LC no 426 in connection with Manikpur-Iradatganj 3rd line project of North Central Railway
EPC-2026-27-02
EPC-2026-27-02
Open
Works - General
24 Months
Prayagraj, Uttar Pradesh
₹0
₹25.3 Cr
30 Oct 2026
8 Jul 2026
16 Oct 2026
6 Oct 2026
292 items across 3 schedules · ₹2,50,56,43,406 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | With provision of one 50mm wide retro-reflective tape in horizontal direction, duly secured/tight with vertical posts. | Metre | 300.00 | 237.69 | 71,307 |
| 2 | With 3 horizontal bamboo / balli members of minimum 50mm dia. spaced equally | RM | 300.00 | 139.02 | 41,706 |
| 3 | Joining with strong nylon rope in one cross and one horizontal pattern of minimum 5mm dia. | RM | 300.00 | 98.53 | 29,559 |
| 4 | 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 w o r k as directed by engineer in-charge Note: Payment will be made as per actual driven length of pile. | Sqm | 7500.00 | 908.27 | 68,12,025 |
| 5 | 0m to 10m | Metre | 2495.00 | 1,224.75 | 30,55,751.25 |
| 6 | 10m to 20m | Metre | 2495.00 | 1,286.29 | 32,09,293.55 |
| 7 | 20m to 30m | Metre | 2495.00 | 1,353.99 | 33,78,205.05 |
| 8 | 30m to 40m | Metre | 2750.00 | 1,469.39 | 40,40,822.5 |
| 9 | 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 | 1545.00 | 156.04 | 2,41,081.8 |
| 10 | 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 | 1545.00 | 166.35 | 2,57,010.75 |
| 11 | Conducting standard penetration test as per IS:2131 at approximate1.5m intervals in bore holes, as directed by the Engineer in charge | Each | 1135.00 | 909.8 | 10,32,623 |
| 12 | Collection of water samples at required intervals | Each | 105.00 | 256.88 | 26,972.4 |
| 13 | Moisture Content/Dry Density | Each | 600.00 | 303.27 | 1,81,962 |
| 14 | Atterberg Limits | Each | 300.00 | 606.53 | 1,81,959 |
| 15 | Specific Gravity | Each | 300.00 | 606.53 | 1,81,959 |
| 16 | Grain size analysis including Hydrometer analysis | Each | 300.00 | 831.76 | 2,49,528 |
| 17 | Direct Shear Test | Each | 300.00 | 2,274.49 | 6,82,347 |
| 18 | Natural Density | Each | 300.00 | 682.35 | 2,04,705 |
| 19 | Consolidation Test | Each | 105.00 | 7,581.65 | 7,96,073.25 |
| 20 | Tri-axial Test | Each | 105.00 | 2,274.49 | 2,38,821.45 |
| 21 | All kinds of soils | cum | 91902.00 | 196.66 | 1,80,73,447.32 |
| 22 | Soft rock (not requiring blasting) | cum | 51568.00 | 405.35 | 2,09,03,088.8 |
| 23 | Hard rock (blasting prohibited ) | cum | 56390.00 | 1,114.41 | 6,28,41,579.9 |
| 24 | 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) | cum | 6448.00 | 3,434.82 | 2,21,47,719.36 |
| 25 | 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 | 53370.00 | 3,645.58 | 19,45,64,604.6 |
| 26 | Abutment & Pier | cum | 21736.00 | 3,725.25 | 8,09,72,034 |
| 27 | Wing wall and Return wall | cum | 9222.00 | 3,725.25 | 3,43,54,255.5 |
| 28 | Abutment cap, Pier Cap, Inspection Platform & Pedestal over Pier cap, Fender wall, Diaphragm wall etc. | cum | 9768.00 | 3,765.08 | 3,67,77,301.44 |
| 29 | Providing and laying Plain Cement Concrete 1:3:6 with graded stone aggregate of 40mm nominal size, in foundation and floors, retaining walls of bridges including mechanical mixing, vibrating, pumping and bailing out water where ever required with all materials and labour complete but excluding the cost of cement and shuttering as per drawings and technical specifications as directed by Engineer. | cum | 1132.00 | 3,722.48 | 42,13,847.36 |
| 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. | Metre | 9722.00 | 246.87 | 24,00,070.14 |
| 31 | 1200mm diameter | Metre | 7885.00 | 6,461.15 | 5,09,46,167.75 |
| 32 | 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 | 822.00 | 75,353.08 | 6,19,40,231.76 |
| 33 | Initial load test above 100 ton and up to 250 T capacity pile | Each | 100.00 | 91,467.04 | 91,46,704 |
| 34 | Extra for every increase of 50 ton in pile capacity or part thereof over 250 ton | Each | 100.00 | 4,899.71 | 4,89,971 |
| 35 | Routine Load Test above 100 ton capacity up to 250 ton capacity pile | Each | 100.00 | 45,733.52 | 45,73,352 |
| 36 | Piles with lateral load capacity of up to 50 ton | Each | 100.00 | 21,021.68 | 21,02,168 |
| 37 | Piles with lateral load capacity of above 50 ton and up to 100 ton | Each | 100.00 | 31,809.47 | 31,80,947 |
| 38 | 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 | 445.00 | 3,201.02 | 14,24,453.9 |
| 39 | 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. | Sqm | 6750.00 | 185.09 | 12,49,357.5 |
| 40 | 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 | 79050.00 | 661.48 | 5,22,89,994 |
| 41 | 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 | 39525.00 | 106.15 | 41,95,578.75 |
| 42 | Ordinary Portland Cement 43 grade approved brands/makes | MT | 54395.00 | 8,153.06 | 44,34,85,698.7 |
| 43 | Thermo-Mechanically Treated bars of grade Fe-500D or more of approved brands/makes. | Kg | 10891561.00 | 80.14 | 87,28,49,698.54 |
| 44 | cum | 56534.00 | 39.33 | 22,23,482.22 | |
| 45 | cum | 56550.00 | 81.07 | 45,84,508.5 | |
| 46 | cum | 56534.00 | 222.88 | 1,26,00,297.92 | |
| Schedule total | ₹2,02,94,44,271.96 | ||||
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details.html
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nit.pdf
NIT
SchematicarrangementforPlatformutilityductsregarding1.pdf
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1.0m.pdf
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2.0m.pdf
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2.5m.pdf
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GM-ZRReductionofATWeldinginIR1.pdf
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SHANKARGARH.pdf
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BEVARA.pdf
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MADARAHA.pdf
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IRADATGANJ.pdf
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PCEsSafelyCircularNo.103Revised.pdf
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ESPsforMKPIDGJ3rdline_merged.pdf
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231020TIIN0042OHEguidelines.pdf
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PFsheltermerged_1.pdf
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type-IIqtr.pdf
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type-IIIqtr.pdf
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type-IVqtr.pdf
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type-Vqtr.pdf
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10271-1R-Detailsofreinforcement.pdf
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BA-10257.pdf
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StandardLayoutofStationBuilding12_compressed.pdf
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TPBR-95-2022-RB-METALFENCING_V7_APPROVE_P172.pdf
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RDSO-B-10402.pdf
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RDSO-B-10405-1_merged.pdf
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PFsurfacespecification.pdf
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GADOFBR-1338-11X1.2MRCCBOXModel.pdf
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GADOFBR-1338-11X1.2MRCCBOXModel_1.pdf
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GADOFBR-1337-11X1.2MRCCBOXModel.pdf
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GADOFBR-1277-13X9.15_PSCSLAB.pdf
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GADOFBRIDGENO.1288-1NYN-MKPSH1SH2.pdf
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GADOFBR-1292-13x9.15PSCSLAB.pdf
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GADOFBR-1293-2_1X18.3COMPOSITEGIRDER.pdf
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GADOFBR-1294-11X12.2PSCSLAB.pdf
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GADOFBR-1263-11x9.15PSCSLAB.pdf
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GADOFBR-1263-21x9.15PSCSLAB.pdf
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GADOFBR-1266-11x9.15PSCSLAB.pdf
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GADOFBR-1274-11x9.15PSCSLABRUB.pdf
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GADOFBR-1276-21X6.1PSCSLAB.pdf
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GADOFBR-1275-11X6.1PSCSLAB.pdf
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GADOFBR-1278-11x9.15PSCSLAB.pdf
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GADOFBRIDGENO.1289-1NYN-MKP.pdf
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GADOFBRIDGENO.1289-2NYN-MKP.pdf
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GADOFBRIDGENO.1289-31295-11296-1NYN-MKP.pdf
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Tenderdocument.pdf
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RFP_1.pdf
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ROBATLC-404IDGJ-MKP3RDLINE.pdf
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ROBATLC-406IDGJ-MKP3RDLINE.pdf
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ROBATLC-407IDGJ-MKP3RDLINE.pdf
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GADOFBR-1334-21X1.2MRCCBOXModel.pdf
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GADOFBR-1334-11X2.0MRCCBOXModel.pdf
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GADOFBR-1332-21X1.2MRCCBOXModel.pdf
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GADOFBR-1331-11X1.2MRCCBOXModel.pdf
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GADOFBR-1327-31X2.0MRCCBOXModel.pdf
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GADOFBR-1327-11X1.2MRCCBOXModel.pdf
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GADOFBR-1323-1A2.0MX4.0MRCCBOXModel.pdf
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GADOFBR-1323-11X6.1MPSCSLABModel.pdf
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GADOFBR-1322-21X2.0MRCCBOXModel.pdf
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GADOFBR-1322-11X6.1MPSCSLABModel.pdf
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GADOFBR-1321-31X9.15MPSCSLABModel.pdf
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GADOFBR-1321-12X3.05MPSCSLABModel.pdf
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GADOFBR-1318-11X4.57MPSCSLABModel.pdf
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GADOFBR-1298-11X3.05MPSCSLAB.pdf
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GADOFBR-1299-11X2.0MRCCBOX.pdf
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GADOFBR-1301-1_10X6.1MPSCSLAB.pdf
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GADOFBR-1305-1_1X1.2MRCCBOX.pdf
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GADOFBR-1306-12X3.0MRCCBOX.pdf
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GADOFBR-1309-11X3.05MPSCSLABModel.pdf
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GADOFBR-1309-21X3.05M_PSCSLABModel.pdf
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GADOFBR-1310-2_1X12.2PSCSLABModel.pdf
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GADOFBR-1317-11X3.05MPSCSLABModel.pdf
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GADOFBR-1316-11x6.1MPSCSLABModel.pdf
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GADOFBR-1314-21X6.1MPSCSLABModel.pdf
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GADOFBR-1311-11x9.15PSCSLABModel.pdf
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GADOFBR-1297-2_1X12.2PSCSLAB.pdf
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GADOFBR-1304-1_1X30.51X18.3COMPOSITEGIRDER.pdf
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GADOFBR-1301-1_10X6.1MPSCSLAB_1.pdf
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GADOFBR-1310-2_1X12.2PSCSLABModel_1.pdf
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GADOFBR-1314-13X6.0MRCCBOXModel.pdf
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GADOFBR-1323-1B1X30.5MCompositeGirderModel.pdf
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L-sectionMKP-IDGJ3rdlinemerged_compressed.pdf
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L-SECTIONMKP-IDGJ3RDLINESHEET01KM.1256.720-KM1261.73206-25_V6.pdf
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L-SECTIONMKP-IDGJ3RDLINESHEET02KM.1261.732TOKM1266.732BR1262.1TO1266.1.pdf
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GADOFROR.pdf
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DETAILSOFDRAIN_08.07.2026.pdf
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TenderDocumentVetted.pdf
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ApprovedRFP_1.pdf
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