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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹76.4 LAdmitted-Finance | -0.10% | ₹76.4 L | L1 | Admitted-Finance |
| 2 | L1₹76.4 LAdmitted-Finance | -0.10% | ₹76.4 L | L1 | Admitted-Finance |
| 3 | L1₹76.4 LAdmitted-Finance | -0.10% | ₹76.4 L | L1 | Admitted-Finance |
| 4 | L1₹76.4 LAdmitted-Finance | -0.10% | ₹76.4 L | L1 | Admitted-Finance |
| 5 | L1₹76.4 LAdmitted-Finance AT BANGOMUNDA P O P S BHALUMUNDA DIST BALANGIR PIN 767040 | BALANGIR | BALANGIR | ODISHA | 767040 | -0.10% | ₹76.4 L | L1 | Admitted-Finance |
Tender Value
₹76.5 L
EMD Value
₹76,500
Closing Date
20 Apr 2026, 5:00 pmClosed
Superintending Engineer Kantabanji (RandB) Divn.
Superintending Engineer Kantabanji (RandB) Division
Construction of Boundary Wall and Approach Road with Gate at new CHC Building at Muribahal under State Plan for the year 2024-25
2026_EICCL_127873_1
17/KBJ/2025-26
National Competitive Bid
Civil Works - Buildings
180 days
KANTABANJI
Please refer tender documents
3 documents required · 3 mandatory
₹10,000
₹76,500
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:- Earth 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) Compound Wall | ||||||
| 1.01 | (B) Gate and Security Room | - | Cum | - | - | BI01010001010000000000000515BI0100001114 |
| 1.02 | (C) Approach Road | - | Cum | - | - | BI01010001010000000000000515BI0100001115 |
| 1.03 | (D) Boundary Pillar | 1 | Cum | - | - | BI01010001010000000000000515BI0100001116 |
| 2 | Supplying 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 | 1 | Cum | - | - | BI01010001010000000000000515BI0100001117 |
| 2.01 | (B) Gate and Security Room | 1 | Cum | - | - | BI01010001010000000000000515BI0100001118 |
| 2.02 | (C) Approach Road | 1 | Cum | - | - | BI01010001010000000000000515BI0100001119 |
| 2.03 | (D) Boundary Pillar | 1 | Cum | - | - | BI01010001010000000000000515BI0100001120 |
| 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) Ground Floor | 1 | Cum | - | - | BI01010001010000000000000515BI0100001121 |
| 3.01 | (B) Gate and Security Room | 1 | Cum | - | - | BI01010001010000000000000515BI0100001122 |
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