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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
29 Jan 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
16/12/2026 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-26-27-20~SECR
CAO-C-BSP-26-27-20
Open
Works - General
910 Days
Bilaspur, Chhattisgarh
₹0
₹17.9 Cr
9 Oct 2026
9 Oct 2026
15 Jan 2027
16 Dec 2026
191 items across 6 schedules · ₹2,55,02,42,574.49 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| EARTH WORK | — | — | — | — | |
| General | — | — | — | — | |
| Banking excavated earth by mechanical / manual means in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer w i t h 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and for all lift: | — | — | — | — | |
| 1 | All kinds of soil | cum | 30000 | 197.9 | 59,37,000 |
| 2 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm | 141240 | 17.6 | 24,85,824 |
| FLOORING | — | — | — | — | |
| TILE FLOORING | — | — | — | — | |
| Chequered precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). | — | — | — | — | |
| 3 | Medium shade pigment using 50% white cement 50% Grey cement | Sqm | 13396 | 1,328.35 | 1,77,94,576.6 |
| 4 | Dark shade pigment using ordinary cement | Sqm | 624 | 1,119.5 | 6,98,568 |
| FINISHING | — | — | — | — | |
| EXTERIOR FINISHING | — | — | — | — | |
| Finishing walls with water proofing cement paint of required shade : | — | — | — | — | |
| 5 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 5880 | 116.9 | 6,87,372 |
| DISMANTLING AND DEMOLISHING | — | — | — | — | |
| General | — | — | — | — | |
| 6 | Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1kilometre, as per direction of Engineer-in- charge. | cum | 69030 | 420.8 | 2,90,47,824 |
| ROAD WORK | — | — | — | — | |
| ROADS | — | — | — | — | |
| 7 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re- rolling the sub grade and disposal of surplus earth with lead upto 50 metres. | Sqm | 191211.16 | 218.9 | 4,18,56,122.92 |
| 8 | Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). | cum | 13938.75 | 24.85 | 3,46,377.94 |
| Supplying and stacking at site. | — | — | — | — | |
| 9 | Good earth | cum | 13938.75 | 775.5 | 1,08,09,500.63 |
| SURFACE DRESSING | — | — | — | — | |
| Surface dressing one coat on old surface with bitumen of specified grade at the rate of 1.22 kg/ sqm of surface area with 1.10 cum of stone chippings 11.2 mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 tonne capacity etc. complete : | — | — | — | — | |
| 10 | Using bitumen emulsion (minimum 50% bitumen content- RS grade conforming to IS : 8887) | Sqm | 119207.5 | 125.3 | 1,49,36,699.75 |
| PREMIX CARPET | — | — | — | — | |
| Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. | — | — | — | — | |
| With rapid setting bitumen emulsion | — | — | — | — | |
| 11 | On W.B.M / W.M.M. @ 0.4kg/sqm | Sqm | 22715 | 13.45 | 3,05,516.75 |
| With medium setting bitumen emulsion | — | — | — | — | |
| 12 | On W.B.M / W.M.M. @ 0.4kg/sqm | Sqm | 59603.75 | 21.2 | 12,63,599.5 |
| SEAL COAT | — | — | — | — | |
| 13 | Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. | Sqm | 119207.5 | 88.55 | 1,05,55,824.13 |
| MISCELLANEOUS | — | — | — | — | |
| 14 | Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acrylonitrile ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge. | Each | 694 | 206.3 | 1,43,172.2 |
| Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. | — | — | — | — | |
| 15 | 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | cum | 3004.72 | 8,505.65 | 2,55,57,096.67 |
| Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. | — | — | — | — | |
| 16 | 25 mm compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | Sqm | 1392.7 | 277.7 | 3,86,752.79 |
| Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in- charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer-in-charge. (Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment). | — | — | — | — | |
| 17 | Overhead informatory road signage | Sqm | 384 | 5,879.9 | 22,57,881.6 |
| 18 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. | Sqm | 8505.5 | 747.8 | 63,60,412.9 |
| 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. | — | — | — | — | |
| 19 | With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 | cum | 17082.12 | 2,924.85 | 4,99,62,638.68 |
| 20 | With material conforming to Grade-III (size range 26.5 mm to 0.075 mm ) having CBR Value-20 | cum | 6195 | 2,808.55 | 1,73,98,967.25 |
| 21 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge. | cum | 50449.05 | 2,914.3 | 14,70,23,666.42 |
| DRAINAGE | — | — | — | — | |
| STONE WARE PIPES AND FITTINGS | — | — | — | — | |
| Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete | — | — | — | — | |
| 22 | 600 mm dia RCC pipes. | Metre | 250 | 3,401.25 | 8,50,312.5 |
| 23 | 900 mm dia RCC pipes. | Metre | 320 | 5,377.25 | 17,20,720 |
| NEW TECHNOLOGIES AND MATERIALS | — | — | — | — | |
| PREFAB/PRECAST TECHNOLOGY | — | — | — | — | |
| Supplying and laying of Uni- Axial Woven Polyester Geogrid conforming to MORTH 3100 and IRC113, as soil reinforcement/basal reinforcement including accessories like tie-strips, nuts & bolts and loops/lugs for joining reinforcing elements with the facia panels, overlaps and other protective elements for synthetic geo-grids and all other activities required for reinforced soil walls, slopes etc complete as per design requirements, manufacturer specifications and as per direction of engineer-in- charge. | — | — | — | — | |
| 24 | Uni Axial Woven polyester geogrid of minimum tensile strength 150 KN/m in the Longitudinal direction and 30 KN/m in the Transverse direction. | Sqm | 79484 | 580.65 | 4,61,52,384.6 |
| Schedule total | ₹43,45,38,811.83 | ||||
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details.html
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nit.pdf
NIT
DraftEPCAgreementCAO-C-BSP-26-27-20.pdf
ATTACHMENT
RFPCAO-C-BSP-26-27-20_1.pdf
ATTACHMENT
BhalumudaStn-appd.pdf
ATTACHMENT
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
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ACS-12toIRPWM-202407.05.2026.pdf
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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
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