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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹67.7 LAccepted-AOC AT KHAIRPADAR DHARMAGARH DIST KALAHANDI | KALAHANDI | ODISHA | 766001 | ₹67.7 L | L1 | Accepted-AOC Awarded |
| 2 | L2₹67.7 LSame as L1Rejected-Finance AT JAYAPATNA PO JAIPATNA PS JAIPATNA KALAHANDI ODISHA | JAIPATNA | KALAHANDI | ODISHA | ₹67.7 LSame as L1 | L2 | Rejected-Finance Rejected in Lottery System |
| 3 | L2₹67.7 LSame as L1Rejected-Finance | ₹67.7 LSame as L1 | L2 | Rejected-Finance Rejected in Lottery System |
| 4 | L2₹67.7 LSame as L1Rejected-Finance AT BHUSLAD PO DEDGAON BLOCK BANGAMUNDA PS SINDHEKELA DIST BOLANGIR PIN 7670354 ODISHA | 7670354 | ₹67.7 LSame as L1 | L2 | Rejected-Finance Rejected in Lottery System |
| 5 | L2₹67.7 LSame as L1Rejected-Finance AT BHUSLAD PO DEDGAON BLOCK BANGAMUNDA PS SINDHEKELA DIST BOLANGIR PIN 7670354 ODISHA | 7670354 | ₹67.7 LSame as L1 | L2 | Rejected-Finance Rejected in Lottery System |
Tender Value
₹67.8 L
EMD Value
₹67,796
Closing Date
18 Feb 2026, 5:00 pmClosed
Divisional Officer
RURAL WORKS DIVISION, DHARAMGARH
Construction of 2 Nos D type Qtr. Building at Farang PHC(N) for the year 2025-26
2026_CERWI_125641_1
DMGH / Online-13 of 2025-26
National Competitive Bid
Civil Works - Buildings
Percentage
270 days
Kalahandi
2 documents required · 2 mandatory
₹10,000
₹67,796
Yes
10 Sept 2026
6 Feb 2026
19 Feb 2026
6 Feb 2026
18 Feb 2026
6 Feb 2026
6 Feb 2026 - 17 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 | Earth work in excavation of foundation in hard soil with all leads and lifts including dressing the sides and levelling the bed and depositing the excavated earth at places away from work site with all leads and lifts including cost of all labour and T&P,royalty etc. complete and as directed by the Engineer-in-charge. | 90.74 | Cum | 276.89 | ₹25,125 |
| 2 | Supplying and filling in foundation trenches and plinth, ditches with sand well watered and rammed in layers not exceeding 23 cm. in depth with all lead and lift including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, sundries, T&P required for the work etc. complete in all respect as per direction by the Engineer in charge. | 94.61 | Cum | 609.04 | ₹57,620.67 |
| 3 | Providing and laying plain cement concrete of proportion (1:3:6) in foundation and floors using 4 cm. size black hard crusher broken granite stone metal and screened and washed sharp sand for mortar of approved quality and from approved quarry including hoisting, lowering, laying concrete, ramming, watering and curing etc. complete to required levels laid in layers not exceeding 15 cm. thick in each layer including cost, conveyance, royalties, taxes of all materials and cost of all labours, T&P etc complete as per the direction of the Engineer -in –charge. | 47.08 | Cum | 5,644.05 | ₹2,65,699.3 |
| 4 | cement concrete PCC (1:2:4) with 12mm size (C.B.) broken hard granite chips including hoisting and laying per 1cum etc complete. | 36.85 | Cum | 7,263.85 | ₹2,67,672.87 |
| 5 | Fly Ash brick masonry in cement mortar (1:6) on foundation and plinth using bricks of 9” size having a crushing strength of not less than 35 kg per Sq.cm with dimensional tolerance + 8 percent after immersing Bricks for six hours in waters before use with all necessary projections, splays cutting, circular moulding, chamfering, corbelling, watering, curing etc. complete including cost, conveyance, royalties, taxes of all materials, cost of all labour, all T&P etc. complete in all respect as directed by the Engineer-in-charge. | 34.84 | Cum | 5,535.28 | ₹1,92,854.69 |
| 6 | Providing 2.5cm thick Damp Proof Course with cement concrete (1:2:4) using 12mm size black hard granite crusher broken chips and screened & washed sharp sand for mortar and finished smooth to the rough surface of wall including watering and curing with cost, conveyance, royalties and taxes of all materials with cost of all labour, and T&P required for the work etc. complete in all respect as directed by the Engineer in charge. | 3.04 | Sqm | 365.28 | ₹1,111.18 |
| 7 | R.C.C. work with M-20 grade In Different Works having minimum compressive strength in work test of 200 Kg/Cm2 at 28 days using 20 mm and down graded size black hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting lowering and laying concrete and compacting by using vibrators watering, curing for 28 days, centring & shuttering and finishing the exposed surface smooth providing grooves or beads where necessary in all floors including cost, conveyance, royalties and taxes of all materials , cost of all labour with cost of all T&P required for the work etc. complete in all respect but excluding cost and conveyance of M.S. rods or steel & binding wires and labour charges for strengthening, cutting, bending grills and placing in proper position.Column footing
Ground floor. | 10.56 | Cum | 6,119.89 | ₹64,619.92 |
| 8 | R.C.C. work with M-20 grade In Different Works having minimum compressive strength in work test of 200 Kg/Cm2 at 28 days using 20 mm and down graded size black hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting lowering and laying concrete and compacting by using vibrators watering, curing for 28 days, centring & shuttering and finishing the exposed surface smooth providing grooves or beads where necessary in all floors including cost, conveyance, royalties and taxes of all materials , cost of all labour with cost of all T&P required for the work etc. complete in all respect but excluding cost and conveyance of M.S. rods or steel & binding wires and labour charges for strengthening, cutting, bending grills and placing in proper position.Plinth Beam
Ground floor. | 7.32 | Cum | 6,989.34 | ₹51,182.94 |
| 9 | R.C.C. work with M-20 grade In Different Works having minimum compressive strength in work test of 200 Kg/Cm2 at 28 days using 20 mm and down graded size black hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting lowering and laying concrete and compacting by using vibrators watering, curing for 28 days, centring & shuttering and finishing the exposed surface smooth providing grooves or beads where necessary in all floors including cost, conveyance, royalties and taxes of all materials , cost of all labour with cost of all T&P required for the work etc. complete in all respect but excluding cost and conveyance of M.S. rods or steel & binding wires and labour charges for strengthening, cutting, bending grills and placing in proper position.Column shaft & Beam.
Ground floor. | 5.12 | Cum | 15,376.23 | ₹78,664.79 |
| 10 | R.C.C. work with M-20 grade In Different Works having minimum compressive strength in work test of 200 Kg/Cm2 at 28 days using 20 mm and down graded size black hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting lowering and laying concrete and compacting by using vibrators watering, curing for 28 days, centring & shuttering and finishing the exposed surface smooth providing grooves or beads where necessary in all floors including cost, conveyance, royalties and taxes of all materials , cost of all labour with cost of all T&P required for the work etc. complete in all respect but excluding cost and conveyance of M.S. rods or steel & binding wires and labour charges for strengthening, cutting, bending grills and placing in proper position.1st floor. | 3.5 | Cum | 17,408.3 | ₹60,929.05 |
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