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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹9.9 CrAdmitted-Finance BURLA SAMBALPUR | -20.22% | ₹9.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹10.0 Cr+₹12.7 L (1.28%)Admitted-Finance KHETRAJPUR SAMBALPUR 768003 | SAMBALPUR | SAMBALPUR | ODISHA | 768003 | -19.20% | ₹10.0 Cr+₹12.7 L (1.28%) | L2 | Admitted-Finance |
| 3 | L3₹12.4 Cr+₹2.5 Cr (25.3%)Admitted-Finance | +0.00% | ₹12.4 Cr+₹2.5 Cr (25.3%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical UNSUCCESSFUL |
Tender Value
₹12.4 Cr
EMD Value
₹12.4 L
Closing Date
20 Mar 2026, 5:00 pmClosed
COMMISSIONER, SMC
SAMBALPUR MUNICIPAL CORPORATION, DURGAPALI, SAMBALPUR, 768006
Construction of Open Drain from the Back Side of Burla Post Office to the Power Channel near the Cremation Ground.
2026_ORULB_125981_2
36/SMC_SBP/2025-26
National Competitive Bid
Civil Works - Others
Percentage
365 days
SAMBALPUR MUNICIPAL CORPORATION
Please refer Tender documents.
3 documents required · 3 mandatory
₹11,800
₹12.4 L
Yes
10 Aug 2026
18 Feb 2026
23 Mar 2026
18 Feb 2026
20 Mar 2026
18 Feb 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Coffer dam construction by providing MS shoring and good earth for making the construction zone including supply of all materials, labour and T&P etc all complete as per direction of the Engineer. | 1 | Unit | 4,95,000 | ₹4,95,000 |
| 2 | Supply and installation of dewatering pumps,with 24 hr. running period / day, including required MS / Suitable pipe line to divert the drainage & seepage flow with all materials labour T&P, & all incidental charges etc. complete in all respect and as per direction of the Engineer-in-Charge. | 1 | Unit | 82,53,000 | ₹82,53,000 |
| 3 | Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50m x2.00 m made of 40x40x6 mm angle iron or 50x50x3 mm hollow MS tube posts/horizontal members/bracings covered with 1.63 mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5 m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25 mm at both ends with 50 cm long MS angle 40x40x6 mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250 mm long expansion fasteners at both ends. The work shall be executed as per drawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously including shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge | 1 | Unit | 6,62,000 | ₹6,62,000 |
| 4 | Dismantling and removing R.C.C. columns beams slab staircase landing lintels including stacking the useful materials for reuse and removing the debris within 50m lead | 978.25 | cum | 1,697 | ₹16,60,090.25 |
| 5 | MS Shoring and shuttering trenches, pits including supply of all materials, labour and T&P etc all complete. | 7,475.53 | SQM | 1,888.6 | ₹1,41,18,285.96 |
| 6 | Earth work in slushy soil (in water upto 0.6m depth requiring the aid of pans and vessels) within 50m. Initial lead and 1.5m initial lift as per the direction and specification of the Deparment. | 1,731.38 | cum | 236.1 | ₹4,08,777.64 |
| 7 | Excavation of foundation in laterite rock or any hard rock (other than granite or disintigrated rock) removed by chiselling including dressing and levelling the bed
not exceeding 1.5m in depth and depositing the soil within initial lead of 50m and as per specification approved by the Department
Up to 1.5 M below Ground Level | 802.02 | cum | 2,006.9 | ₹16,09,563.9 |
| 8 | 1.5 to 3.0 m below | 385.26 | cum | 2,006.9 | ₹7,73,172.27 |
| 9 | 3.0 to 4.5 m below | 243.16 | cum | 2,006.9 | ₹4,87,987.77 |
| 10 | Excavation of foundation in laterite rock or any hard rock (other than granite or disintigrated rock) removed by chiselling including dressing and levelling the bed
not exceeding 1.5m in depth and depositing the soil within initial lead of 50m and as per specification approved by the Department
Up to 1.5 M below Ground Level | 7,269.14 | cum | 299.5 | ₹21,77,105.93 |
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