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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.5 LAccepted-AOC | ₹23.5 L | L1 | Accepted-AOC Agreement drawn and Work Order issued on 12.06.2026 |
| 2 | L2₹23.5 LSame as L1Rejected-Finance | ₹23.5 LSame as L1 | L2 | Rejected-Finance Stand L2 in transparent lottery |
| 3 | L2₹23.5 LSame as L1Rejected-Finance AT PO BANGOMUNDA DIST BOLANGIR | BANGOMUNDA | BOLANGIR | ODISHA | ₹23.5 LSame as L1 | L2 | Rejected-Finance Stand L2 in transparent lottery |
| 4 | L2₹23.5 LSame as L1Rejected-Finance | ₹23.5 LSame as L1 | L2 | Rejected-Finance Stand L2 in transparent lottery |
| 5 | L2₹23.5 LSame as L1Rejected-Finance | ₹23.5 LSame as L1 | L2 | Rejected-Finance Stand L2 in transparent lottery |
Tender Value
₹23.5 L
EMD Value
₹23,600
Closing Date
20 Apr 2026, 5:00 pmClosed
Superintending Engineer Kantabanji (RandB) Divn.
O/o the Superintending Engineer Kantabanji (RandB) Division
Construction of Boundary Wall and Approach Road at PHC Bangomunda under Bangomunda Block under State Plan for the year 2024-25
2026_EICCL_127875_1
17/KBJ/2025-26(1)
National Competitive Bid
Civil Works - Buildings
Percentage
90 days
KANTABANJI
Please refer tender documents
3 documents required · 3 mandatory
₹6,000
₹23,600
Yes
17 Jul 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 |
|---|---|---|---|---|---|
| 1Earth work in excavation of foundation trenches in hard 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. (A) Boundary Wall | |||||
| 1.02 | (B) Approach Road | 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. (A) Boundary Wall | |||||
| 2.02 | (B) Approach Road | 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.
(A) Boundary Wall | 1 | Cum | - | - |
| 4 | 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) Boundary Wall
(i) Column base footing | 1 | Cum | - | - |
| 4.01 | (ii) Column in Super Structure | 1 | Cum | - | - |
| 4.02 | (iii) Plinth Band | 1 | Cum | - | - |
| 4.03 | (iv) Floor Beam | 1 | Cum | - | - |
| 5 | Supplying, cutting, straightening of steel HYSD (Fe- 500) conforming to (IS- 1786) with bending, binding, cranking, hooking, welding or jointing if necessary & tying the grills and placing in position as required for the Rod work in all floors and & for providing fan hooks hosting lowering & laying steels including cost conveyance, taxes & royalties of all materials and binding wires of 18 to 20 gauge & cost of all labour T&P required for the work etc. Complete in all respect as per the direction of Engineer in charges (payment will be made on weight of MS rod or tor steel only basing on the co- efficient of MS rod or tor steel bars approved by SAIL / TATA / competent authority and (No separate payment will be made towards the cost of binding wires over lapping, wastage, coupling, welded, joints , spacer bars, chairs stays, hangers and annealed steel wires or other methods for binding and placing etc.).
(A) Compound Wall | 1 | Qntl. | - | - |
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