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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.2 CrAccepted-AOC | ₹6.2 Cr | L1 | Accepted-AOC Award of Contract |
| 2 | L1₹6.2 CrRejected-Finance | ₹6.2 Cr | L1 | Rejected-Finance Through Transparent Lottery Process |
| 3 | L1₹6.2 CrRejected-Finance AT BARIMAL PO HATIBARI PS SUKINDA DIST JAJPUR PIN 755018 | JAJAPUR | ODISHA | 755018 | ₹6.2 Cr | L1 | Rejected-Finance Through Transparent Lottery Process |
| 4 | L1₹6.2 CrRejected-Finance GROUND FLOOR SURAJ APPARTMENT STATION ROAD PARMANANDPUR PO BHAWANIPATNA DIST KALAHANDI ODISHA 766001 | BHAWANIPATNA | KALAHANDI | ODISHA | 766001 | ₹6.2 Cr | L1 | Rejected-Finance Through Transparent Lottery Process |
| 5 | L1₹6.2 CrRejected-Finance AT BELTIKIRI SADAR DHENKANAL | ₹6.2 Cr | L1 | Rejected-Finance Through Transparent Lottery Process |
Tender Value
₹7.2 Cr
EMD Value
₹7.2 L
Closing Date
10 Apr 2025, 5:00 pmClosed
CE and BM Tel Basin Bhawanipatna
Chief Engineer and Basin Manager, Tel Basin Bhawanipatna
Construction of Left Flood Bank of River Udanti from village Khoelpala to Borda of Kalahandi district
2025_CEBMT_111734_1
CEBMTEL-03/2024-25
National Competitive Bid
Civil Works - Others
Percentage
720 days
Borda
Earthwork 39745.00 Cum
Stone Work 4437.00 Cum
Concrete 51.00 Cum
2 documents required · 2 mandatory
₹10,000
₹7.2 L
Yes
11 Feb 2026
18 Mar 2025
11 Apr 2025
18 Mar 2025
10 Apr 2025
18 Mar 2025
18 Mar 2025 - 5 Apr 2025
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 | Earth work in excavation of foundation in hard soil within initial lead of 50m and initial lift of 1.5m including rough dressing and breaking clods to maximum 5cm to 7 cm and laying in layers not exceeding 0.30m indepth. | - | One cum | 270.9 | - |
| 2 | Excavation, loading, unloading and carriage by mechanical means of all kinds of soil, including stoney earth, gravel and moorum etc. interspread with boulders up to 1/2 cum size with all lift and delifts including trimming of slopes and bed to design section and depositing the excavated materials away from work site as per the specification and as directed by the Engineer - in - charge within intial lead of 2 Km from the place of excavation complete as per the direction of the Engineer- in -charge. | 1 | One cum | 81.9 | ₹81.82 |
| 3 | Excavation of any approved type of soil in approved borrow area by mechanical means loadinfg into and transportation by mechanical means and unloading the soil within a lead of 2.00 km on properly prepared surface including spreading and levelling the earth in 22.50 cm layers including royality. | 0.29 | One cum | 145 | ₹42.05 |
| 4 | Watering earthwork up to OMC condition and compaction by sheepfoot rollers and dozer in layers not exceeding 22.5 cm to 95% dry density including hire and running charges of all machineries. | 0.29 | One cum | 34 | ₹9.86 |
| 5 | R S Dry packing in approns and revements with hard granite stone15 Cm to 30 cm size including cost conveyance royality taxes of all materials. | - | One cum | 1,975.4 | - |
| 6 | Fine dressing and turffing the slopes of the dam or dyke with compacted dub grass with all lift and 1.00 km of lead | - | One sqm | 31.95 | - |
| 7 | Providing stone riprap to the slopes of earthdam and dyke with quarried and blasted granite stone boulders of size 0.30m and above including dumping on slopes filling interstices with small stones & wedges and packing surface to proper line and levels including fixing wave breakers complete with all leads & lifts complete as directed by the Engineer-in-charge. (No deduction towords voids in finished section.) | 1 | One cum | 1,361.8 | ₹1,360.44 |
| 8 | Cement concrete (1:3:6)with 40mm size hard granite metal per 1cum. | - | One cum | 5,397.2 | - |
| 9 | Rigid smooth centering and shuttering for R.C.C. works / mass concrete including false works and dismantling them after casting with all leads, lifts & delifts including cost, conveyance, taxes etc. of all materials, all labour charges, T&P, B & O.C. Workers Welfare Cess etc. complete as directed by the Engineer-in-charge. | - | One Sqm | 247.5 | - |
| 10 | Laying of 1200 mm dia NP-3 RCC spun pipe including cost conveyance of all materials | - | One Rmt | 9,332.6 | - |
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