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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹893.1 Cr
EMD Value
₹17.9 Cr
Closing Date
4 Mar 2027, 3:00 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Yes (up to 4 members)
Yes (up to 4 members)
Two Packet System
EPC [ Single Stage ]
Yes
06/01/2027 11:30
Lowest to Highest
180 days
Expenditure
Capital (Works)
CAO/CON
13 conditions · 2 needing a document upload
Techical Eligibility of the bidder shall be as per clause no. 2.2 of Request for proposal (RFP) Document.
Techical Eligibility of the bidder shall be as per clause no. 2.2 of Request for proposal (RFP) Document.
8 conditions · 1 needing a document upload
Whether cost of tender document deposited.
Whether cost of Earnest Money deposited.
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.
Construction of New BG Electrified Double Line from Km 15.670 to Km 38.750, including Thangarghat (New), Dhourabhantha (New) and Bhalumuda (Existing) Yards and Stations, involving Earthwork in Formation, Bridges, ROBs, RUBs, Service Buildings, Staff Quarters, P-Way Works (including Supply of Ballast and P-Way Materials except Rails), 2 x 25 kV OHE, PSI, PLC, Electrical General Works, Signalling & Telecommunication works along with allied and associated miscellaneous works, in connection with the Sardega-Bhalumuda New Double Line Project under South East Central Railway, Chhattisgarh.
CAO-C-BSP-26-27-19~SECR
CAO-C-BSP-26-27-19
Open
Works - General
910 Days
Bilaspur, Chhattisgarh
₹0
₹17.9 Cr
4 Mar 2027
8 Oct 2026
18 Feb 2027
6 Jan 2027
191 items across 6 schedules · ₹2,55,02,42,574.49 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Preparation of foundation for Embankment by clearing, grubbing, stripping top soil (average 150 mm) and stacking beyond foundation area, thereafter ploughing and pulverizing 150 - 200 mm of top of soil with tractor trolley, mixing water to achieve OMC with water sprinkler or left for natural drying, as required, and compaction with vibratory roller of suitable capacity to achieve 98% MDD for laying first layer of soil for embankment construction. | 100 Sqm | 386117.28 | 521.74 | 20,14,528.3 |
| Felling trees of girth (measured at a height of 1.0 m above ground level) including leading and stacking of material within 1 0 0 m . Note : 1. When stumps are grubbed up in addition, the rates shall be doubled for trees cut and grubbed 2. Payment for grubbing shall only be made where specially ordered. 3. Grubbing shall be ordered only where it is essential to remove the stumps, including the roots, as per specification. 4. Grubbing shall include removal of roots of trees and saplings to a depth of 60cm below ground level or 30 cm below formation level or 15 cm below sub grade level, whichever is lower. | — | — | — | — | |
| 2 | Girth over 30 cm and up to 60 cm | Each | 4000.00 | 337.16 | 13,48,640 |
| 3 | Girth over 60 cm and up to 1.5m | Each | 3000.00 | 932.01 | 27,96,030 |
| 4 | Girth over 1.5m up to 3 m | Each | 2000.00 | 1,857.33 | 37,14,660 |
| 5 | Girth over 3 m | Each | 1500.00 | 3,113.11 | 46,69,665 |
| Providing portable fencing along running track where work is to be done in close vicinity of track, maintaining during execution of work and removing after completion of the work as per direction of the Engineer. Fencing shall consist of self supporting steel angles of size 50mm x 50mm x 6mm, 1.5m long provided with hooks etc. and embedded in CC 1:2:4 block of size 0.23m x 0.23m x 0.23m placed at c/c distance of 2m along track. 12mm dia rods in three horizontal layers shall be tack welded with angle p o s t s . Note : Released material will be property of the contractor after completion of work. Cost of cement required for CC blocks shall be paid separately. | — | — | — | — | |
| 6 | With provision of one 50mm wide retro-reflective tape in horizontal direction, duly secured/tight with vertical posts. | Metre | 5000.00 | 284.73 | 14,23,650 |
| 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 less than or equal to 85 microns and elongation at failure more than 50% in both directions including transportation labour, lead & lift complete as directed by Engineer in-charge. | — | — | — | — | |
| 7 | On top of subgrade or prepared subgrade before laying blanketing layer with minimum strengths in Grab test, Trapezoidal Tear test a n d Puncture test of 700N, 250 N and 1800 N respectively. | Sqm | 387065.90 | 225.81 | 8,74,03,350.88 |
| 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. | — | — | — | — | |
| 8 | All kinds of soils | cum | 6593.60 | 195.01 | 12,85,817.94 |
| 9 | Soft rock (not requiring blasting) | cum | 1648.40 | 406.57 | 6,70,189.99 |
| 10 | 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 | 824.20 | 2,917.5 | 24,04,603.5 |
| 11 | 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 | 3487.00 | 280.91 | 9,79,533.17 |
| 12 | P r o v i d i n g 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 p l a n t s , (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. | cum | 8749.20 | 3,211.98 | 2,81,02,255.42 |
| Supply and using Cement at Worksite | — | — | — | — | |
| 13 | Pozzolana Portland Cement approved brands/makes | MT | 3812.24 | 7,847.94 | 2,99,18,230.79 |
| Supply of steel reinforcement of approved brands/makes for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. | — | — | — | — | |
| 14 | Thermo-Mechanically Treated bars of grade Fe- 500D or more of approved brands/makes. | Kg | 787428.00 | 105.57 | 8,31,28,773.96 |
| Schedule total | ₹24,98,59,928.95 | ||||
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details.html
HTML
nit.pdf
NIT
BhalumudaStn-appd.pdf
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ESPOFTANGARGHATSTATION1.pdf
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RevisedESPofProp.DaurabhanthaStn.pdf
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DetailPlanL-SectionfromKm.15.000to20.000.pdf
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DetailPlanL-SectionfromKm.20.000to25.000.pdf
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DetailPlanL-SectionfromKm.25.000to30.000.pdf
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DetailPlanL-SectionfromKm.30.000to35.000.pdf
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DetailPlanL-SectionfromKm.35.000to37.286.pdf
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GEN-EPC-POLICY1.pdf
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GEN-EPC-POLICY.pdf
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GEN-GRSR2024SECR_compressed-1-250.pdf
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GEN-RULESFOROPENING.pdf
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ST-Cablecutpenaltiespolicy.pdf
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ST-CIVIL-RCCDUCT.pdf
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ST-DL-SPEC.pdf
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ST-DRAWINGS2.pdf
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ST-DRAWINGS-1.pdf
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ST-EI-RSDO-SPEC.pdf
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ST-GR-3.47POL.pdf
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ST-IRSEM.pdf
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ST-MiscPOLpart-1.pdf
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ST-MIscPOLpart-3.pdf
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ST-MiscPOLpart-4.pdf
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ST-MiscPOLpart-5.pdf
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ST-POWERSUPPLYRBletterdt25.09.2023.pdf
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ST-PT-MC-SPEC.pdf
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ST-QUALITY-CHECK-RLYBD.pdf
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ST-RDSOCIRCUIT.pdf
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ST-RDSOSPNPART-2.pdf
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ST-RDSOSPNPART-3.pdf
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ST-RDSOSPNPART-4.pdf
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ST-RDSOSPNTELE-2-3.pdf
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ST-RDSOSPNTELE-2-5.pdf
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ST-SIGDATE-POL.pdf
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ST-SIMILARNATUREOFWORKS.pdf
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ST-SOR2021.pdf
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ST-SSCRECOM.pdf
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ST-STATIONBUIDLINGGAD.pdf
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ST-TFBC-SPEC.pdf
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ST-TIMEDELAYHR.pdf
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GEN-IRSOD_compressed.pdf
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ST-IRSEM-APPENDIXII_compressed.pdf
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ST-MiscPOLpart-6_compressed.pdf
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ST-QUALITY-CHECK-SECR_compressed.pdf
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ST-RDSOSPNPART-5_compressed.pdf
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ST-RDSOSPNTELE-2-1_compressed.pdf
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ST-RDSOSPNTELE2-2.pdf
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ST-CIVIL-KAVACHSAMPLEDRAWINGS_compressed_compressed.pdf
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ST-RDSOSPNTELE-2-4.pdf
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ST-RSDO-CIRCULARS_compressed1.pdf
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ST-RDSO-CABLELAYING_compressed.pdf
ATTACHMENT
ACS-12toIRPWM-202407.05.2026.pdf
ATTACHMENT
ATWeld_Manual-2022.pdf
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Bridge_Rule_updateduptoACS_53.pdf
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ConcreteBridgeCode1.pdf
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EnggCodeUptoCorrigendumtoACS63Dt.28.03.2025.pdf
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FBWManual-Reprint2022-IncorporateduptoCS5.pdf
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GJManualRevised-2024CorrectedUpToACS-1.pdf
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IRSOD_INCORPORATED.pdf
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IRWMCSUPTO13dtd.10.11.25.pdf
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MANUALFORULTRASONICTESTINGOF.pdf
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PileWellfoundation_ManualUpdatedason20.5.16.pdf
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INDIANRAILWAYSTRACKMACHINEMANUALINCORPORATEDUPTOACS10_FINAL-1-229part1.pdf
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INDIANRAILWAYSTRACKMACHINEMANUALINCORPORATEDUPTOACS10_FINAL-230-457part2.pdf
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IRPWM2024CorrectedUpToACS-1126-02-20261-1-247PART1.pdf
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IRPWM2024CorrectedUpToACS-1126-02-20261-248-494PART2.pdf
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BRNO44RUB1.pdf
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BRNO44RUB-Model.pdf
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BRNO47RUB1.pdf
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BRNO60RUB-Model.pdf
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BRNO71RUB-Model.pdf
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BRNO81RUB-Model.pdf
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BR.NO.67OPENWEBGIRDER.sardega-bumadoub.F_Tender2.pdf
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BR.NO.72COMPOSITEGIRDERsardega-bumadoub.F_Tender1.pdf
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BR.NO.48RUB-Model.pdf
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AllROBR61PART1.pdf
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AllROBR61PART2.pdf
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AllROBR61PART3.pdf
ATTACHMENT
DraftEPCAgreementCAO-C-BSP-26-27-19.pdf
ATTACHMENT
RFPCAO-C-BSP-26-27-19.pdf
ATTACHMENT
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