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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹58.8 LAdmitted-Finance | -0.10% | ₹58.8 L | L1 | Admitted-Finance |
| 2 | L1₹58.8 LAdmitted-Finance | -0.10% | ₹58.8 L | L1 | Admitted-Finance |
| 3 | L1₹58.8 LAdmitted-Finance | -0.10% | ₹58.8 L | L1 | Admitted-Finance |
| 4 | L1₹58.8 LAdmitted-Finance | -0.10% | ₹58.8 L | L1 | Admitted-Finance |
| 5 | L1₹58.8 LAdmitted-Finance AT BANGOMUNDA P O P S BHALUMUNDA DIST BALANGIR PIN 767040 | BALANGIR | BALANGIR | ODISHA | 767040 | -0.10% | ₹58.8 L | L1 | Admitted-Finance |
Tender Value
₹58.8 L
EMD Value
₹58,900
Closing Date
20 Apr 2026, 5:00 pmClosed
Superintending Engineer Kantabanji (RandB) Divn.
O/o the Superintending Engineer Kantabanji (RandB) Division
Construction of Patient Attendant Rest Shed at PHC Bangomunda under Bangomunda Block under State Plan for the year 2024-25
2026_EICCL_127873_2
17/KBJ/2025-26
National Competitive Bid
Civil Works - Buildings
180 days
KANTABANJI
Please refer tender documents
3 documents required · 3 mandatory
₹10,000
₹58,900
Yes
27 May 2026
9 Apr 2026
21 Apr 2026
9 Apr 2026
20 Apr 2026
9 Apr 2026
9 Apr 2026 - 15 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 | Item Code |
|---|---|---|---|---|---|---|
| 1CIVIL PORTION OF WORK:- Diluting 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 (plinth area of the building at ground floor only shall be measured for payment). (i) Ground Floor | ||||||
| 2Earth work in excavation of foundation in hard soil within 50 m initial lead and 1.5 mt intial lift including shoring, shuttering, propping bullahs, piling, dewatering from foundation, supplying & working pumps & stacking the excavated materials away from the working area including rough dressing and breaking clods to maximum 5cm to 7 cm and laying in layers not exceeding 0.3 m in depth including cost, conveyance,taxes, cess, royalities of all materials, cost of all labour, T&P required for the work etc complete as per specifiction & direction of Engineer -in -charge. (i) Ground Floor | ||||||
| 3Supplying 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. labour cess, sundries, T&P required for work etc .complete in all respect as per direction by the Engineer in charge. (i) Ground Floor | ||||||
| 4Cement Concrete of prop.(1:3:6) in foundation up to lowest bed level using crusher broken hard black granite metal of size 4cm down graded of approved quality from approved quarry as per approved design including hosting, lowering, laying compacting concrete in layers not exceeding 6"thick, watering, curing for three weeks shuttering the exposed surfaces, finished smooth, providing grooves of beads where necessary including cost, conveyance, royalty & taxes of all materials, with labour T&P required for the work etc. complete in all respects including dewatering if required as per direction of engineer-in -charge. (i) Ground Floor | ||||||
| 5Cement concrete of proportion (1:2:4) using 12mm (1/2 ") size hard granite crusher broken chips of approved quality from approved quarry and including lowering laying concrete watering and curing etc. complete to the required levels laid in layers not exceeding 15cm. thick including cost and conveyance, royalities and taxes of all materials and cost of all labour with T&P required for the work complete. (i) Ground Floor | ||||||
| 6Providing lifting, hoisting and laying R.C.C. of M-20 Grade to base of columns and footing, columns, beams, plinth band, lintels, chajja, shaft, fins, roof slabs, balconies, stair cases, parapets, window sills, lofts, railing, jally, copping or in places as shown in the drawing for all floors with 20mm and down graded size black hard crusher broken ships of approved quality from approved quarry including mixing and vibro compacting to proper shape and size, level and plumbs and finishing the exposed surfaces smooth (if required providing plaster with cement mortar (1:4) wherever necessary without any extra cost) including rigid smooth centering and shuttering, scafolding, watering (excluding reinforcement bars) and curing for required period including cost of all material, labour, conveyance, royality, loading and unloading, sundries, tools and plants etc. complete as per the direction of the Engineer in Charge. (A) Column base footing (i) Ground Floor | ||||||
| 7(B) Column in Super Structure (i) Ground Floor | ||||||
| 8(C) Plinth Band (i) Ground Floor | ||||||
| 10(D) Split Lintel over opening (i) Ground Floor | ||||||
| 11(F) Floor Beam (i) Ground Floor | ||||||
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