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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹34.7 LAccepted-AOC | ₹34.7 L | L-1 | Accepted-AOC Awarded due to qualified in the transparent lottery held on dated 05.08.2026. |
| 2 | L-1₹34.7 LRejected-Finance | ₹34.7 L | L-1 | Rejected-Finance Due to not qualified in the Transparent lottery. |
| 3 | L-1₹34.7 LRejected-Finance | ₹34.7 L | L-1 | Rejected-Finance Due to not qualified in the Transparent lottery. |
| 4 | L-1₹34.7 LRejected-Finance | ₹34.7 L | L-1 | Rejected-Finance Due to not qualified in the Transparent lottery. |
| 5 | L-1₹34.7 LRejected-Finance | ₹34.7 L | L-1 | Rejected-Finance Due to not qualified in the Transparent lottery. |
Tender Value
₹34.7 L
EMD Value
₹34,800
Closing Date
13 Jul 2026, 5:00 pmClosed
Superintending Engineer, Titilagarh Irrigation Div
Office of the Superintending Engineer, Titilagarh Irrigation Division Titilagarh, Dist. Balangiri, Odisha
Providing RCC trough wall lining from RD1314m to RD1837m of Udeypur Minor and from RD300 m to RD390 m of Kendumundi Minor2
2026_CEBMT_133553_1
SETID-01/2026-27
Open Tender
Civil Works - Canal
Percentage
180 days
Titilagarh
Please refer Tender documents.
2 documents required · 2 mandatory
₹6,000
₹34,800
Yes
12 Sept 2026
29 Jun 2026
14 Jul 2026
29 Jun 2026
13 Jul 2026
29 Jun 2026
29 Jun 2026 - 7 Jul 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 |
|---|---|---|---|---|---|
| 0.0 | Earth work in ordinary soil within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge. | 0.6 | Cum | 175.4 | ₹105.24 |
| 0.0 | Filling foundation and plinth with coarse sand watering and ramming including cost, conveyance, royalty taxes and labour etc. complete as per direction of Engineer-in-charge all complete | 0.6 | Cum | 476.6 | ₹285.96 |
| 0.0 | Cement Concrete (1:3:6) with 40 mm hard granite crusher broken metal free from weathered skin surface, dust and any other deleterious materials including cost, carriage, royalty taxes etc. of all materials including machine mixing, watering compacting with vibrator, including hoisting and laying for a finished smooth surface and curing with all leads, lifts and delifts including hire and running charges of machineries with all other incidental charges etc. complete as per specification drawing and direction of the Engineer-in-Charge. | 0.6 | Cum | 4,365.1 | ₹2,619.06 |
| 0.0 | R.C.C. work of M-20 grade with 20mm and down graded black hard granite(crusherbroken) stone chips free from weathered skin surface, dust and any other deleterious materials including cost, carriage, royalty taxes etc. of all materials including machine mixing, watering compacting with vibrator, including hoisting and laying for a finished smooth surface and curing with all leads, lifts and delifts including hire and running charges of machineries with all other incidental charges etc. complete as per specification drawing and direction of the Engineer-in-Charge. | 0.2 | Cum | 5,332.3 | ₹1,061.13 |
| 0.0 | Supply of steel and straigtening, cutting, bending, binding, and tying the grill and placing in position for fabrication fixing of reinforcement including laping when ever necessary, supply of binding wire with all leads and lifts from bending yards to placement spot including, cost, conveyance, and taxes of HYSD tor bar of SAIL or any approved brand, with all accesories materials and machinery etc complete as per drawing and technical specification and as directed by the Engineer in charge. | 0.4 | Qntl. | 9,544.4 | ₹3,817.76 |
| 0.0 | Rigid and smooth centering and shuttering for R.C.C. works including false works and dismantling them after casting including cost of materials complete in ground floor.
(iv ) R.C.C. foundation , plinth band and footings bases of columns mass concrete precast slabs etc | - | Sqm | 250 | - |
| 0.0 | Excavation of any approved type of soil in approved borrow area by mechanical means loading into and transportation by mechanical means and unloading the soil within initial lead of 5 km on properly prepared and scientifically approved surface including spreading and levelling the earth in 22.5 cm layers to make ready for watering and compaction with sheep foot rollers and dozers but excluding watering and compaction in dams and dykes for all heights including construction, maintenance, watering and lighting of haul road and borrow area etc. complete as per the direction of Engineer-in-charge. | - | Cum. | 105.2 | - |
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