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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.6 CrAdmitted-Finance | -25.84% | ₹1.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.7 CrAdmitted-Finance | -22.45% | ₹1.7 Cr | L2 | Admitted-Finance |
| 3 | L3₹1.8 CrAdmitted-Finance | -18.20% | ₹1.8 Cr | L3 | Admitted-Finance |
| 4 | L4₹1.8 CrAdmitted-Finance | -18.00% | ₹1.8 Cr | L4 | Admitted-Finance |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical As per the decision of Tender Evaluation Committee |
Tender Value
₹2.2 Cr
EMD Value
₹2.2 L
Closing Date
8 Apr 2026, 5:00 pmClosed
C.C.E, Northern R AND B Circle, SAMBALPUR
O/O THE C.C.E, Northern R AND B Circle, SAMBALPUR
BUILDING WORK
2026_EICCL_127541_3
CCENC (R AND B) /23/ 2025-26
National Competitive Bid
Civil Works - Buildings
240 days
DEOGARH
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
₹2.2 L
Yes
4 Jun 2026
24 Mar 2026
9 Apr 2026
24 Mar 2026
8 Apr 2026
24 Mar 2026
24 Mar 2026 - 31 Mar 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 |
|---|---|---|---|---|---|
| 1Excavation in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site within all lifts and lead upto 1000 m, trimming bottom and side slopes in accordance with . | |||||
| 2Earth work in excavation of foundation in stoney earth & gravels mixed with stone & boulder not exceeding 0.014cum in volume within 50m initial lead and 1.50m initial lift including rough dressing breaking clods to maximum 5cm to 7cm & laying in layers not exceeding .0.3m depth and as per direction of the Engineer-in-Charge. | |||||
| 3Exacavation of foundation in hard rock by cheseling etc complete.(Blasting provited Area ) with all leads and lifts, including shoring, shuttering and dewatering (if required) with cost of labour, hire & running charges of water pumps sundries & T&P required for the work complete as directed by the Engineer-in-charge. | |||||
| 4Excavation in Hard rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site within all lifts and lead upto 1000 m, trimming bottom and side slopes in accordance with . | |||||
| 5Removal of Excavated earth up to a distance of 5km by mechanical means with all leads & lifts including cost of all labour,T&P completed as directed by the Engineer-in-charge. | |||||
| 6Filling F&P with excavated earth including watering and ramming with including cost of all labour,T&P completed as directed by the Engineer-in-charge. | |||||
| 7Supplying 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 specification and direction of Engineer-in-charge. (Measurement will be taken on finished compacted section only). | |||||
| 8Cement concrete of proportion (1:3:6) in foundation and floors using 4cm (1 ½”) size clean hard black crusher broken granite stone metal of approved quality and from approved quarry including hoisting, lowering and laying concrete in layers not exceeding 15 cm. (6”) thick to the required level ramming, watering, curing etc. complete including cost, conveyance, royalties and taxes of all materials with all labour, cess and T&P required for the work etc. complete in all respect. | |||||
| 9Cement concrete (1:2:4) using 12mm size black hard crusher broken granite chips of approved quality from approved quarry including hoisting, lowering and laying concrete in layers, watering, curing etc. complete including cost, conveyance, royalties and taxes of all materials with labour, cess and T&P etc. required for the work complete. Ground Floor | |||||
| 10Second Floor | |||||
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