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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 LAccepted-AOC NEAR HDFC BANK PO CHANDINICHOWK DIST CUTTACK | CUTTACK | CUTTACK | ODISHA | ₹3.0 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹3.0 LSame as L1Rejected-AOC | ₹3.0 LSame as L1 | L2 | Rejected-AOC Rejected |
| 3 | L2₹3.0 LSame as L1Rejected-AOC AT TINIGHARIA NUA SAHI PO NAYA BAZAR DIST CUTTACK | CUTTACK | CUTTACK | ODISHA | ₹3.0 LSame as L1 | L2 | Rejected-AOC Rejected |
| 4 | L2₹3.0 LSame as L1Rejected-AOC | ₹3.0 LSame as L1 | L2 | Rejected-AOC Rejected |
| 5 | L2₹3.0 LSame as L1Rejected-AOC AT NEHUR COLONY PO NAYA BAZAR DIST CUTTACK | CUTTACK | CUTTACK | ODISHA | ₹3.0 LSame as L1 | L2 | Rejected-AOC Rejected |
Tender Value
₹3.0 L
EMD Value
₹3,000
Closing Date
4 May 2026, 5:00 pmClosed
Executive Engineer, CD-I
At Bikash Bhawan, Jagannathlane, Badambadi, Cuttack 753012
Repair and renovation works of the Aahar Centre located at Sishu Bhawan under Ward No. 11.
2026_ORULB_128333_11
MC(CMC)CTC_Div-I_No.1/2026-27
Open Tender
Civil Works - Others
Percentage
30 days
CMC
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,360
₹3,000
Yes
6 Aug 2026
23 Apr 2026
7 May 2026
23 Apr 2026
4 May 2026
23 Apr 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 | Dismantling and removing cement concrete including stacking the useful materials for reuse and removing the debris within 50m lead | - | 1 cum | - | - |
| 2 | Dismantling and removing old tiled flooring including removing the base coarse and stacking the useful materials for reuse and removing the debris within 50m lead | - | 1 Sqm. | - | - |
| 3 | Dismantling and removing old tiled cladding from walls including racking out joints 12mm deep stacking the useful materials for within 50m lead. | 1.69 | 1 Sqm. | - | - |
| 4 | Dismantling brick or stone masonry in lime or cement mortar under 3m. height including stacking the useful materials for reuse and removing the debris within 50m. Lead | 0.39 | 1Cum | - | - |
| 5 | Earthwork in all kinds of soil in excavation of foundation trenches for columns, basement, tie beams, walls and steps in all kinds of soil including moorum, hard stoney earth and earth mixed with boulders except sheet rocks and boulders requiring blasting with all leads and lifts including dressing and leveling the bed sides up to required depth and depositing the excavated materials at places away from the work site with all leads and lifts, T&P for shoring, shuttering, dewatering if required etc. complete as per the drawing, designing including cost of all labour, T&P etc. as required for the work complete as directed by the Engineer-in-charge. | - | 1 Cum | - | - |
| 6 | Supplying and filling the foundation and plinth with clean coarse river sand of approved quality from approved quarry, laying in layers not exceeding 150mm thick, watering and ramming including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work complete as per the direction of the Engineer-in-charge. | - | 1 Cum | - | - |
| 7 | Providing & laying cement concrete of prop. (1:3:6) in foundation bed and floors using 40mm nominal size down graded, screened, washed hard black crusher broken granite metal of approved quality & from approved quarry including laying in the layers not exceeding 150 mm thick, hoisting, lowering, laying, watering and curing etc. complete to the required levels including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge. | - | 1 Cum | - | - |
| 8 | R.C.C. work of M20 having minimum compressive strength (working stress) 200kg./cm2 in 15cm cubes at 28 days after mixing and test conducted in accordance with I.S. 456 and I.S. 516 using 12mm to 20mm size (1/2” to 3/4”) crusher broken hard black granite chips of 20mm size (not to exceed 25%) of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary as per direction of the Engineer-in-charge including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills. | - | 1 Cum | - | - |
| 9 | Straightening, cutting, bending and binding, welding and jointing (if necessary ) coiled/ bent up MS Rods /Tor Steel/deformed rods etc. including hoisting, placing in position, tying the grills binding with 18 to 20 gauge binding wire required for R.C.C work including cost, conveyance, taxes of all materials, cost of all labour, T&P etc. as required for the work complete (weight of binding wire will not be considered) as directed by Engineer-in-charge. (Payment will be made on actual weight of M.S rods or Tor steel linear measurements of rod for finished item of works. 5% wastage and lap length are included in the finished rate). | - | 1 Qntl | - | - |
| 10 | Rigidsmooth centering and shuttering for RCC Work etc. | - | 1 Sqm | - | - |
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