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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 LAccepted-AOC AT PANPOSH ROURKELA 4 | ROURKELA | SUNDARGARH | ODISHA | ₹3.7 L | L1 | Accepted-AOC He won the transparent lottery |
| 2 | L1₹3.7 LRejected-AOC | ₹3.7 L | L1 | Rejected-AOC He did not win the transparent lottery |
| 3 | L1₹3.7 LRejected-AOC | ₹3.7 L | L1 | Rejected-AOC He did not win the transparent lottery |
| 4 | L1₹3.7 LRejected-AOC | ₹3.7 L | L1 | Rejected-AOC He did not win the transparent lottery |
Tender Value
₹4.3 L
EMD Value
₹4,400
Closing Date
6 Dec 2025, 5:30 pmClosed
Superintending Engineer
Superintending Engineer, Rourkela Irrigation Division,
Repair of CD at RD 4747m and wall lining at RD 6830m to RD 6838m and bed lining at RD 7100m in patches of Beldihi Distributary of Pitamahal Irrigation Project.
2025_CEBBS_121965_2
SERID-RKL-05-2025-26
Open Tender
Civil Works - Canal
Percentage
90 days
Pitamahal
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,000
₹4,400
Yes
10 Aug 2026
26 Nov 2025
8 Dec 2025
26 Nov 2025
6 Dec 2025
26 Nov 2025
26 Nov 2025 - 2 Dec 2025
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes shrubs spaling and tree girth up to 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking the serviceable materials to be used or auctioned up to a lead of 1000mtr including removal and disposal of top organic soil not exceeding 150mm in thickness etc. completed as per the direction of Engineer in charge.
Earth work in hard soil for excavation of foundation with leads, lifts delifts, including rough dressing & levelling the bed & depositing the excavated materials away from work site etc. complete and as per direction of Engineer in charge. .
Spreading, watering & ramming sand (for filling) of approved quality on finished approved surface in canal bed / structural bed portion including cost, carriage, royalty & taxes of sand with all leads, lifts & delifts, etc. complete as per specification & direction of the Engineer-in-charge
Cement concrete M15 grade with crushed granite coarse aggregate of size 20 mm. & down graded free from weathered skin surface, dust and any other deleterios materials including cost, carriage, royalty taxes etc. of all materials including machine mixing, watering compacting with vibrator, curing with all leads, lifts and delifts including hire and running charges of machineries, construction & dewatering if required with all other incidental charges etc. complete as per specification drawing and direction of the Engineer-in-Charge.
Cement concrete M20 grade with crushed granite coarse aggregate of size 20 mm. & down graded free from weathered skin surface, dust and any other deleterios materials including cost, carriage, royalty taxes etc. of all materials including machine mixing, watering compacting with vibrator, curing with all leads, lifts and delifts including hire and running charges of machineries, construction & dewatering if required with all other incidental charges etc. complete as per specification drawing and direction of the Engineer-in-Charge.
Un-coated HYSD bar/reinforcement for R.C.C. work including cutting, bending and laying grill and placing in position including cost of binding wire 18 to 20 gauge and cost, conveyance of M.S. rod etc all complete as directed by Engineer in charge.
Rigid smooth centering & shuttering for CC & RCC works including false work and dismantling the same after required days of costing including cost of materials etc. complete as per direction of the Engineer-in-charge.
Providing weep holes in brick masonary/ PCC/RCC/ abutment wing wall retain wall with 50 mm dia PVC pipe extending through the full width of the structure witk slope 1 v:20H towards draving force etc. complete as per drawing and specefication including all labour charge etc. complete in all respect as per the direction of the E.I.C
Providing & laying bituminous expansion joint board (ISI)expansion joint of concrete lining including cost ,carriage & taxes etc. complete as per direction of Engineer-in-charge.
Earth work in hard soil including rough dressing and breaking the clods to maximum 5.c.m to 7c.m and laying in layers not exceeding 0.30m. with two extra lead over initial lead of 50m and lift over initial lift of 1.50m including sundries, T&P required for the work etc complete as per the direction of Engineer-in-Charge.
Filling foundationand plinth with excavated material with ramming and watering etc. complete as per direction of Engineer-in-charge.
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