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Tender Value
₹601.9 Cr
EMD Value
₹12.0 Cr
Closing Date
27 Nov 2026, 3:00 pm
Yes (up to 4 members)
Yes (up to 4 members)
Two Packet System
EPC [ Single Stage ]
Yes
16/09/2026 16:00
Lowest to Highest
180 days
Expenditure
Capital (Works)
CAO/CON
2 conditions · 2 needing a document upload
Financial Capacity of the bidder shall be as per clause 2.2 of RFP Document.
Technical Criteria of the Bidder shall be as per clause 2.2 of RFP Document
13 conditions · 2 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.
NEW BROAD GAUGE SINGLE LINE OF RAILWAY PROJECT COMPRISING THE SECTION COMMENCING FROM PARADOL TAKEOFF POINT (KM 947.257) TO NAGPUR ROAD STATION ( CONNECTING POINT-KM:964.820) AND SLEWING OF EXISTING BORIDAND-CHIRMIRI LINE FROM KM:946.640 TO KM: 947.257 IN THE STATE OF CHHATTISGARH IN THE SOUTH EAST CENTRAL RAILWAY ZONE in EPC Mode.
CAO-C-BSP-26-27-15~SECR
CAO-C-BSP-26-27-15
Open
Works - General
730 Days
Bilaspur, Chhattisgarh
₹0
₹12.0 Cr
1 Aug 2026
1 Aug 2026
13 Nov 2026
16 Sept 2026
64 items across 3 schedules · ₹13,43,52,015.78 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Designing and developing Detailed structural andworking Drawings for following items forROB/RUB/Bridge based on Railway's approvedGADs, duly collecting necessary data fromRailways and R&B authorities, duly designingmembers and submission of check plot duly gettingproof- checked by Railway approved institutes,submitting for Railway's verification and approval,making corrections duly incorporating suggestionsin drawings/designs, further submission of originalin transparent film paper and soft copy (CD) forRailways approval etc. with contractor's technicalexpertise and instruments, labour, consumables,repeatedly attending till final approval etc.,complete as directed by Engineer in-charge-Open / Pile / Well Foundation for piers/abutments(053011) | Set | 45.00 | 30,667.54 | 13,80,039.3 |
| 2 | Designing and developing Detailed structural andworking Drawings for following items forROB/RUB/Bridge based on Railway's approvedGADs, duly collecting necessary data fromRailways and R&B authorities, duly designingmembers and submission of check plot duly gettingproof- checked by Railway approved institutes,submitting for Railway's verification and approval,making corrections duly incorporating suggestionsin drawings/designs, further submission of originalin transparent film paper and soft copy (CD) forRailways approval etc. with contractor's technicalexpertise and instruments, labour, consumables,repeatedly attending till final approval etc.,complete as directed by Engineer in-charge-RCC Bed Block (053012) | Set | 45.00 | 8,763.49 | 3,94,357.05 |
| 3 | Designing and developing Detailed structural andworking Drawings for following items forROB/RUB/Bridge based on Railway's approvedGADs, duly collecting necessary data fromRailways and R&B authorities, duly designingmembers and submission of check plot duly gettingproof- checked by Railway approved institutes,submitting for Railway's verification and approval,making corrections duly incorporating suggestionsin drawings/designs, further submission of originalin transparent film paper and soft copy (CD) forRailways approval etc. with contractor's technicalexpertise and instruments, labour, consumables,repeatedly attending till final approval etc.,complete as directed by Engineer in-charge-Foundation and sub-structure for RCC retaining wall,abutment and approach slab(053013) | Set | 45.00 | 26,901.47 | 12,10,566.15 |
| 4 | 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. (022011) | cum | 29427.00 | 195.01 | 57,38,559.27 |
| 5 | 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. (022014) | cum | 13308.00 | 1,127.98 | 1,50,11,157.84 |
| 6 | Boring, providing and installation of bored cast in-situ Reinforced Cement Concrete piles using Hydraulic piling Rig of specified diameter and length below pile cap of specified grade with Design Mix Cement Concrete, using 20mm graded crushed stone aggregate and coarse sand of approved quality, to carry a safe working load not less than specified, concreting by machine batching, machine mixing, scaffolding, using Admixture in approved proportion (as per IS:9103), placing with tremie pipe, chipping off of pile top to remove laitance concrete above cut off level etc., pumping and bailing out water complete in all respect as per approved drawing, specification and direction of the Engineer in charge. (022092) | Running Metre | 11200.00 | 8,838.76 | 9,89,94,112 |
| 7 | Extra for chiselling in addition to boring of piles, if chiselling is required to be resorted to in hard rock or big stone boulders larger than 30cm, manually or by any other means. 1200mm diameter pile (022111) | Metre | 2240.00 | 4,628.89 | 1,03,68,713.6 |
| 8 | 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. (022100) | MT | 663.00 | 1,11,682.76 | 7,40,45,669.88 |
| 9 | Conducting load test of a single pile up to specified capacity in accordance with IS:2911 (Part-IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. with all labour, material, tool & plants, equipment, machinery, etc. complete as per drawing and specification, as directed by the Engineer. Initial load test above 100 ton and up to 250 T capacity pile (022123) | Each | 6.00 | 86,365.95 | 5,18,195.7 |
| 10 | Conducting load test of a single pile up to specified capacity in accordance with IS:2911 (Part-IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. with all labour, material, tool & plants, equipment, machinery, etc. complete as per drawing and specification, as directed by the Engineer. Extra for every increase of 50 ton in pile capacity or part thereof over 250 ton (022124) | Each | 60.00 | 5,021.67 | 3,01,300.2 |
| 11 | 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. (022140) | Each | 560.00 | 3,028.05 | 16,95,708 |
| 12 | 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.(022060) | cum | 3295.00 | 2,917.5 | 96,13,162.5 |
| 13 | 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. (022040) | cum | 28869.00 | 2,919.98 | 8,42,96,902.62 |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form for : 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 (025031) | Sqm | 90900.00 | 663.57 | 6,03,18,513 |
| 15 | 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 for the following Reinforced cement concrete structural elements up to height of 9.0 m from foundation top level, 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. (022051) | cum | 24187.00 | 2,990.22 | 7,23,24,451.14 |
| 16 | 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 for the following Reinforced cement concrete structural elements up to height of 9.0 m from foundation top level, 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. (022053) | cum | 938.00 | 3,025.34 | 28,37,768.92 |
| 17 | Centering and shuttering including strutting, propping etc. and removal of form for : 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 (025033) | Sqm | 30000.00 | 105.98 | 31,79,400 |
| 18 | Providing and fixing Weep Holes in Abutments, Wing walls andReturn walls etc., of new bridges with 110mm dia UPVC pipe Type AISI marked with all contractor's men, material, transportation, all taxesas per specifications and as directed by Engineer-in-Charge.(022070) | Metre | 26850.00 | 280.91 | 75,42,433.5 |
| 19 | Supply and using Cement at Worksite-Ordinary Portland Cement 43 grade of approved brands/makes (025071) | Tonne | 21486.69 | 8,182.12 | 17,58,06,675.98 |
| 20 | Pozzolana Portland Cement approved brands/makes (025073) | Tonne | 5662.22 | 7,847.94 | 4,44,36,762.83 |
| 21 | Supply of steel reinforcement of approved brands/makes for R.C.C. Work including straightening,cutting,bending,placing in position and binding all complete- Thermo-Mechanically Treated bars of grade Fe-500D or more ofapproved brands/makes. (025082) | Kg | 6949720.00 | 105.57 | 73,36,81,940.4 |
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nit.pdf
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CAMTECHRDSOManualforSafetyatWorksite.pdf
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