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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹43.7 LAccepted-AOC | ₹43.7 L | L1 | Accepted-AOC Agreement drawn and Work Order issued on 29.06.2026 |
| 2 | L2₹43.7 LSame as L1Rejected-Finance AT PATEL COLONY WARD NO 05 KANTABANJI MUNICIPALITY P O P S KANTABANJI DIST BALANGIR PIN 767039 | KANTABANJI | BALANGIR | ODISHA | 767039 | ₹43.7 LSame as L1 | L2 | Rejected-Finance Stand L2 in transparent lottery |
| 3 | L2₹43.7 LSame as L1Rejected-Finance | ₹43.7 LSame as L1 | L2 | Rejected-Finance Stand L2 in transparent lottery |
| 4 | L2₹43.7 LSame as L1Rejected-Finance | ₹43.7 LSame as L1 | L2 | Rejected-Finance Stand L2 in transparent lottery |
| 5 | L2₹43.7 LSame as L1Rejected-Finance | ₹43.7 LSame as L1 | L2 | Rejected-Finance Stand L2 in transparent lottery |
Tender Value
₹43.8 L
EMD Value
₹43,800
Closing Date
22 Apr 2026, 5:00 pmClosed
Superintending Engineer Kantabanji (RandB) Divn.
O/O the Superintending Engineer Kantabanji (RandB) Division
Construction of Section Office at Bangomunda in the district of Balangir
2026_EICCL_127961_2
18/KBJ/2025-26
National Competitive Bid
Civil Works - Buildings
Percentage
180 days
KANTABANJI
Please refer tender documents
3 documents required · 3 mandatory
₹6,000
₹43,800
Yes
17 Jul 2026
15 Apr 2026
23 Apr 2026
15 Apr 2026
22 Apr 2026
15 Apr 2026
15 Apr 2026 - 18 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 | Earth work in excavation of foundation trenches in hard soil or gravelly soil including dressing of sides and levelling the bed up to the required depth and depositing the excavated materials away from the work site within 50m initial lead & 1.5m initial lift. complete as directed by the E.I.C.
(i)) Ground Floor | 1 | Cum | - | - |
| 1.01 | (ii) Compound Wall | 1 | Cum | - | - |
| 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. labour cess, sundries, T&P required for work etc .complete in all respect as per direction by the Engineer in charge. (i) Ground Floor | |||||
| 2.01 | (ii) Compound Wall | 1 | Cum | - | - |
| 3 | Cement 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) Boundary Wall | 1 | Cum | - | - |
| 3.01 | (ii) Compound Wall | 1 | Cum | - | - |
| 4 | First class Fly ash Brick masonry using bricks of size 23 cm. x 11 cm. x 8 cm. (with dimensional tolerance of +85%) having crushing strength not less than 75 kg. Per. Sqr. Cm. in cement mortar of mix( 1:6) with ordinary Portland slag cement (PSC) and screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use 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 required for the works etc. complete in all respect as directed by the Engineer-in-Charge..
(i) Ground Floor | 1 | Cum | - | - |
| 4.01 | (ii) Compound Wall (foundation and Plinth) | 1 | Cum | - | - |
| 5 | Providing lifting, hoisting and laying R.C.C. of M-20 Grade with 20mm and down grade C.B. chips 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 | 1 | Cum | - | - |
| 5.01 | (ii) Compound Wall | - | Cum | - | - |
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