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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.2 CrAdmitted-Finance KHUNTAPUR UNDER BETNOTI TAHASIL | BALESHWAR | ODISHA | 754223 | -15.50% | ₹1.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.2 CrAdmitted-Finance BALANGIR M I CIRCLE BALANGIR | -15.00% | ₹1.2 Cr | L2 | Admitted-Finance |
| 3 | L3₹1.2 CrAdmitted-Finance AT SAUNTAPUR PO GUDESHIRA PS DIST BARGARH BARGARH | BARGARH | ODISHA | 768027 | -10.31% | ₹1.2 Cr | L3 | Admitted-Finance |
| 4 | L4₹1.4 CrAdmitted-Finance | -0.11% | ₹1.4 Cr | L4 | Admitted-Finance |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical As per the decision of Tender Evaluation Committee |
Tender Value
₹1.4 Cr
EMD Value
₹1.4 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_10
CCENC (R AND B) /23/ 2025-26
National Competitive Bid
Civil Works - Buildings
180 days
BARGARH
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
₹1.4 L
Yes
15 May 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 |
|---|---|---|---|---|---|
| 1Earthwork in excavation in hard soil for site leveling, foundation, pits, trenches and other civil works upto and including 1.5metre lift and stacking the soil upto a lead of 100 metre and including dewatering, removing slush, shoring and strutting complete as per specification and as directed by the Engineer-In-Charge. | |||||
| 2Supplying 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). | |||||
| 3Diluting and injecting chemical emulsion (to be supplied free of cost at site of work) for PRE CONSTRUCTIONAL Anti-termite treatment and creating a continuous chemical barrier under and all-round the column pits, wall trenches, basement excavation, top perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surroundings of pipes and conduits etc. complete as per specifications | |||||
| 4Providing and lying plain cement concrete of proportion (1:3:6) in foundation and floors using Portland slag cement (PSC) with 40 mm. Size black hard crusher broken granite stone metal and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned 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, loading, unloading, royalties and taxes all materials and cost all labours, sundries, T & P required for the work including shoring, shuttering and dewatering if required including hire & running charges of water pump complete as per the instruction of the Engineer-in-Charge. | |||||
| 5Providing and laying plain cement concrete 1:2:4 (1 cement: 2 sand: 4 stone aggregate 12mm nominal size) as levelling course in foundation and plinth etc. and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned 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, loading, unloading, royalties and taxes all materials and cost all labours, sundries, T & P required for the work including shoring, shuttering and dewatering if required including hire & running charges of water pump complete as per the instruction of the Engineer-in-Charge. | |||||
| 6Fly ash Brick masonry using bricks of size 23 cm. x 11 cm. x 8 cm. having crushing strength not less than 75 kg. Per. Sqr. Cm. in cement mortar of mix (1:6) in Foundation & Plinth including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P for the works etc complete in all respect as directed by the Engineer-in-Charge. | |||||
| 7Fly Ash. brick masonry of size 23 cm. x 11 cm. x 8 cm. having crushing strength not less than 75 kg. Per Sqr. Cm. in cement mortar of mix (1:6) with approved grade cement in Superstructure including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc T&P required for the works etc. complete in all respect as directed by the Engineer-in-charge Ground Floor | |||||
| 8First floor | |||||
| 9Second floor | |||||
| 10Third floor | |||||
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tech_eval.pdf
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