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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
₹1377.0 Cr
EMD Value
₹27.5 Cr
Closing Date
24 Feb 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 0.000 to Km 38.750, including Sardega (Existing), Mundharkhet (New), 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 in the state of Odisha and Chhattisgarh.
CAO-C-BSP-26-27-21~SECR
CAO-C-BSP-26-27-21
Open
Works - General
1096 Days
Unknown (Unspecified Location)
₹0
₹27.5 Cr
5 Nov 2026
5 Nov 2026
10 Feb 2027
6 Jan 2027
122 items across 6 schedules · ₹3,06,03,18,439.68 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| Felling trees of girth (measured at a height of 1.0 m above ground level) including leading and stacking of material within 100m. Note : 1. When stumps are grubbed up in addition, rates shall be doubled for trees cut and grubbed 2. Payment grubbing shall only be made where specially ordered. Grubbing shall be ordered only where it is essential to remove the stumps, including the roots, as per specification. Grubbing shall include removal of roots of trees and saplings a depth of 60cm below ground level or 30 cm below formation level or 15 cm below sub grade level, whichever is lower. | the for 3. 4. to | — | — | — | |
| 1 | Girth over 30 cm and up to cm | 60 Each | 1400.00 | 337.16 | 4,72,024 |
| 2 | Girth over 60 cm and up 1.5m | to Each | 2250.00 | 932.01 | 20,97,022.5 |
| 3 | Girth over 1.5m up to 3 m | Each | 400.00 | 1,857.33 | 7,42,932 |
| 4 | Girth over 3 m | Each | 300.00 | 3,113.11 | 9,33,933 |
| P r o v i d i n g portable fencing along running track where work is to be done in close vicinity track, maintaining during execution of work and removing after completion the work as per direction of 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 0.23m placed at c/c distance 2m along track. 12mm dia rods in three horizontal layers shall be tack welded with angle posts. Note : Released material will be property of contractor after completion work. Cost of cement required for CC blocks shall be paid separately. | of of the x of the of | — | — | — | |
| 5 | With provision of one 50mm wide retro-reflective tape horizontal direction, duly secured/tight with vertical posts. | Metre in | 3000.00 | 284.73 | 8,54,190 |
| Earthwork in excavation mechanical means (Hydraulic Excavator)/Manual Means foundations and floors of bridges, retaining walls including setting out, dressing of sides, ramming of bottom, getting out the excavated material, back filling in layers with approved material consolidation of the layers ramming and watering etc. including all lift, disposal surplus soil up to a lead 300m, all types of shoring and strutting with all labour and material complete as drawing and technical specification as directed Engineer in charge. Note: This item will be used excavation work in connection with other miscellaneous works also like side drains, foundation for OHE masts and other miscellaneous structures connection with Gauge Conversion, Doubling, New lines. | by for the etc. and by of of per by for in | — | — | — | |
| 6 | All kinds of soils | cum | 18508.00 | 195.01 | 36,09,245.08 |
| 7 | Soft rock (not requiring blasting) | cum | 4627.00 | 406.57 | 18,81,199.39 |
| 8 | Providing and laying Plain Cement Concrete 1:3:6 with graded stone aggregate 40mm nominal size, foundation and floors, retaining walls of bridges including mechanical mixing, vibrating, pumping and bailing out water where ever required with materials and labour complete but excluding the cost cement and shuttering as drawings and technical specifications as directed Engineer. | cum of in all of per by | 2313.00 | 2,917.5 | 67,48,177.5 |
| 9 | 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 | 9788.00 | 280.91 | 27,49,547.08 |
| 10 | Providing and casting machine batched, machine mixed machine vibrated Cement Concrete of specified grade per approved Design Mix, mixed in Mobile Concrete Batching/Mixing Plant at site RMC from approved plants, (Cast in-Situ/Pre-cast) bottom/top slab, side walls, wall and sumps haunch filling head walls, thrust bed or other component using 20mm graded crushed stone aggregate and coarse sand approved quality of RCC box any size including finishing, Plasticiser in approved proportions (as per IS:9103), modify workability without impairing strength and durability, complete as drawings and technical specifications as directed Engineer in charge. N o t e : 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 at the stage of Design and in that case deduction shall be made as relevant item. | cum and as or in toe any of of to per by 1. in to of is Mix per | 24558.00 | 3,211.98 | 7,88,79,804.84 |
| Schedule total | ₹9,89,68,075.39 | ||||
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details.html
HTML
nit.pdf
NIT
BhalumudaStn-appd.pdf
ATTACHMENT
ESPOFTANGARGHATSTATION1.pdf
ATTACHMENT
RevisedESPofProp.DaurabhanthaStn.pdf
ATTACHMENT
DetailPlanL-SectionfromKm.15.000to20.000.pdf
ATTACHMENT
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
ATTACHMENT
DetailPlanL-SectionfromKm.35.000to37.286.pdf
ATTACHMENT
GEN-EPC-POLICY1.pdf
ATTACHMENT
GEN-EPC-POLICY.pdf
ATTACHMENT
GEN-GRSR2024SECR_compressed-1-250.pdf
ATTACHMENT
GEN-RULESFOROPENING.pdf
ATTACHMENT
ST-Cablecutpenaltiespolicy.pdf
ATTACHMENT
ST-CIVIL-RCCDUCT.pdf
ATTACHMENT
ST-DL-SPEC.pdf
ATTACHMENT
ST-DRAWINGS2.pdf
ATTACHMENT
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
ATTACHMENT
ST-MiscPOLpart-5.pdf
ATTACHMENT
ST-POWERSUPPLYRBletterdt25.09.2023.pdf
ATTACHMENT
ST-PT-MC-SPEC.pdf
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ST-QUALITY-CHECK-RLYBD.pdf
ATTACHMENT
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
ATTACHMENT
ST-RDSOSPNTELE-2-5.pdf
ATTACHMENT
ST-SIGDATE-POL.pdf
ATTACHMENT
ST-SIMILARNATUREOFWORKS.pdf
ATTACHMENT
ST-SOR2021.pdf
ATTACHMENT
ST-SSCRECOM.pdf
ATTACHMENT
ST-STATIONBUIDLINGGAD.pdf
ATTACHMENT
ST-TFBC-SPEC.pdf
ATTACHMENT
ST-TIMEDELAYHR.pdf
ATTACHMENT
GEN-IRSOD_compressed.pdf
ATTACHMENT
ST-IRSEM-APPENDIXII_compressed.pdf
ATTACHMENT
ST-MiscPOLpart-6_compressed.pdf
ATTACHMENT
ST-QUALITY-CHECK-SECR_compressed.pdf
ATTACHMENT
ST-RDSOSPNPART-5_compressed.pdf
ATTACHMENT
ST-RDSOSPNTELE-2-1_compressed.pdf
ATTACHMENT
ST-RDSOSPNTELE2-2.pdf
ATTACHMENT
ST-CIVIL-KAVACHSAMPLEDRAWINGS_compressed_compressed.pdf
ATTACHMENT
ST-RDSOSPNTELE-2-4.pdf
ATTACHMENT
ST-RSDO-CIRCULARS_compressed1.pdf
ATTACHMENT
ST-RDSO-CABLELAYING_compressed.pdf
ATTACHMENT
ACS-12toIRPWM-202407.05.2026.pdf
ATTACHMENT
ATWeld_Manual-2022.pdf
ATTACHMENT
Bridge_Rule_updateduptoACS_53.pdf
ATTACHMENT
ConcreteBridgeCode1.pdf
ATTACHMENT
EnggCodeUptoCorrigendumtoACS63Dt.28.03.2025.pdf
ATTACHMENT
FBWManual-Reprint2022-IncorporateduptoCS5.pdf
ATTACHMENT
GJManualRevised-2024CorrectedUpToACS-1.pdf
ATTACHMENT
IRSOD_INCORPORATED.pdf
ATTACHMENT
IRWMCSUPTO13dtd.10.11.25.pdf
ATTACHMENT
MANUALFORULTRASONICTESTINGOF.pdf
ATTACHMENT
PileWellfoundation_ManualUpdatedason20.5.16.pdf
ATTACHMENT
INDIANRAILWAYSTRACKMACHINEMANUALINCORPORATEDUPTOACS10_FINAL-1-229part1.pdf
ATTACHMENT
INDIANRAILWAYSTRACKMACHINEMANUALINCORPORATEDUPTOACS10_FINAL-230-457part2.pdf
ATTACHMENT
IRPWM2024CorrectedUpToACS-1126-02-20261-1-247PART1.pdf
ATTACHMENT
IRPWM2024CorrectedUpToACS-1126-02-20261-248-494PART2.pdf
ATTACHMENT
BRNO44RUB1.pdf
ATTACHMENT
BRNO44RUB-Model.pdf
ATTACHMENT
BRNO47RUB1.pdf
ATTACHMENT
BRNO60RUB-Model.pdf
ATTACHMENT
BRNO71RUB-Model.pdf
ATTACHMENT
BRNO81RUB-Model.pdf
ATTACHMENT
BR.NO.67OPENWEBGIRDER.sardega-bumadoub.F_Tender2.pdf
ATTACHMENT
BR.NO.72COMPOSITEGIRDERsardega-bumadoub.F_Tender1.pdf
ATTACHMENT
BR.NO.48RUB-Model.pdf
ATTACHMENT
AllROBR61PART1.pdf
ATTACHMENT
AllROBR61PART2.pdf
ATTACHMENT
AllROBR61PART3.pdf
ATTACHMENT
EPCDocCAO-C-BSP-26-27-21.pdf
ATTACHMENT
RFPDocCAO-C-BSP-26-27-21.pdf
ATTACHMENT
BR.NO.01COMPOSITEGIRDER.pdf
ATTACHMENT
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