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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹79.3 LAdmitted-Finance AT PO KHERNA DIST MAYURBHANJ PIN 757051 | MAYURBHANJ | ODISHA | 757051 | -20.00% | ₹79.3 L | L1 | Admitted-Finance |
| 2 | L2₹80.5 L+₹1.2 L (1.52%)Admitted-Finance | -18.78% | ₹80.5 L+₹1.2 L (1.52%) | L2 | Admitted-Finance |
| 3 | L3₹81.3 L+₹2.0 L (2.51%)Admitted-Finance | -17.99% | ₹81.3 L+₹2.0 L (2.51%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical Rejected due to not submit proper authorization |
Tender Value
₹99.1 L
EMD Value
₹99,200
Closing Date
24 Mar 2026, 4:00 pmClosed
SE R and B Division No I Berhampur
SE R and B Division No I Berhampur
Construction of NIDAN block and guest room at K.A.T.S Ayurvedic college and Hospital, Ankushpur, Berhampur
2026_EICCL_127390_6
SE R and B Divn NoI Bam 68/2025-26
Open Tender
Civil Works - Buildings
Percentage
120 days
Berhampur
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹99,200
Yes
29 Jul 2026
18 Mar 2026
25 Mar 2026
18 Mar 2026
24 Mar 2026
18 Mar 2026
18 Mar 2026 - 24 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 |
|---|---|---|---|---|---|
| 2 | Supplying and filling in foundation and plinth with sand excavated earth including laying the earth in layers not exceeding 23.5 cm thick ramming & watering with all leads & lifts including cost of all labour,T&P completed as directed by the Engineer-in-charge. | 118.56 | Cubic Meters | 1,413.52 | ₹1,67,586.93 |
| 3 | Supplying and filling in foundation and plinth with sand excavated earth including laying the earth in layers not exceeding 23.5 cm thick ramming & watering with all leads & lifts including cost of all labour,T&P completed as directed by the Engineer-in-charge. | 152.31 | Cubic Meters | 203.27 | ₹30,960.05 |
| 4 | Cement concrete of proportion (1:3:6) in F&F using 40mm size bhg metal of approved quality including cost, conveyance, taxes & royalty of all materials and labour with T&P etc. complete in all respect . | 29.76 | Cubic Meters | 6,210.1 | ₹1,84,812.58 |
| 5 | Fly Ash Brick masonry in C.M. (1:6) using 9" size in Foundation & Plinth using of 23cmx11cmx8cm size brick having a crushing strength of not less than 75 kg per Sq.cm including splays, cuttings, circular moldings, watering & curing for 7 days, cost, conveyance, royalties of all materials, labour with T&P etc. complete in all respect as directed by the Engineer-in-charge. | 51.1 | Cubic Meters | 5,782.72 | ₹2,95,496.99 |
| 6 | Fly Ash Brick masonry in C.M. (1:6) using 9" size in Super structure using of 23cmx11cmx8cm size brick having a crushing strength of not less than 75 kg per Sq.cm including splays, cuttings, circular moldings, watering & curing for 7 days, cost, conveyance, royalties of all materials, labour with T&P etc. complete in all respect as directed by the Engineer-in-charge. G.F | 36.36 | Cubic Meters | 5,816.05 | ₹2,11,471.58 |
| 7 | Fly Ash Brick masonry in C.M. (1:6) using 9" size in Super structure using of 23cmx11cmx8cm size brick having a crushing strength of not less than 75 kg per Sq.cm including splays, cuttings, circular moldings, watering & curing for 8 days, cost, conveyance, royalties of all materials, labour with T&P etc. complete in all respect as directed by the Engineer-in-charge. F.F | 42.32 | Cubic Meters | 6,194.44 | ₹2,62,148.7 |
| 8 | Fly Ash Brick masonry in C.M. (1:6) using 9" size in Super structure using of 23cmx11cmx8cm size brick having a crushing strength of not less than 75 kg per Sq.cm including splays, cuttings, circular moldings, watering & curing for 9 days, cost, conveyance, royalties of all materials, labour with T&P etc. complete in all respect as directed by the Engineer-in-charge. 2 nd floor | 29.95 | Cubic Meters | 6,629.58 | ₹1,98,555.92 |
| 9 | Fly Ash Brick masonry in C.M. (1:6) using 9" size in Super structure using of 23cmx11cmx8cm size brick having a crushing strength of not less than 75 kg per Sq.cm including splays, cuttings, circular moldings, watering & curing for 9 days, cost, conveyance, royalties of all materials, labour with T&P etc. complete in all respect as directed by the Engineer-in-charge.Head room | 15.7 | Cubic Meters | 7,129.99 | ₹1,11,940.84 |
| 10.01 | Grade beam | 8.82 | Cubic Meters | 7,886.87 | ₹69,562.19 |
| 10.02 | Column G.F | 7.27 | Cubic Meters | 16,279.4 | ₹1,18,351.24 |
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