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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st₹63.0 LAccepted-AOC AT PO KHERNA DIST MAYURBHANJ PIN 757051 | MAYURBHANJ | ODISHA | 757051 | ₹63.0 L | 1st | Accepted-AOC Win due to 1st lowest |
| 2 | 2nd₹64.3 L+₹1.2 L (1.94%)Rejected-AOC | ₹64.3 L+₹1.2 L (1.94%) | 2nd | Rejected-AOC Reject due to 2nd lowest |
| 3 | 3rd₹64.6 L+₹1.6 L (2.51%)Rejected-AOC | ₹64.6 L+₹1.6 L (2.51%) | 3rd | Rejected-AOC Reject due to 3rd lowest |
| 4 | Rejected-Technical | - | - | Rejected-Technical due to not furnished proper document |
Tender Value
₹78.8 L
EMD Value
₹78,800
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 F Type staff qurters for KATS Ayurvedic college at Ankushpur
2026_EICCL_127390_2
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
₹78,800
Yes
21 Sept 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 |
|---|---|---|---|---|---|
| - | Civil Work : Earth work in excavation of foundation in hard soil or gravelly soil within 50m initial lead and 1.50m initial lift including rough dressing breaking clods to maximum 5cm to 7cm & laying in layers not exceeding .0.3m depth and as per direction of the Engineer-in-Charge | 176.64 | Cubic Meters | 276.89 | ₹48,909.85 |
| 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. | 123.8 | Cubic Meters | 1,413.52 | ₹1,74,993.78 |
| 3 | Cement concrete of proportion (1:2:4) in F&F using 12mm size crusher broken chips of approved quality including cost, conveyance, royalty of all materials and labour with T&P etc. Complete. | 10.12 | Cubic Meters | 7,788.9 | ₹78,823.67 |
| 4 | Cement concrete of proportion (1:4:8) 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 | 33.42 | Cubic Meters | 5,606.11 | ₹1,87,356.2 |
| 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. | 58.27 | Cubic Meters | 5,782.72 | ₹3,36,959.09 |
| 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 | 56.66 | Cubic Meters | 5,816.05 | ₹3,29,537.39 |
| 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 | 56.66 | Cubic Meters | 6,194.44 | ₹3,50,976.97 |
| 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 | 17.1 | Cubic Meters | 6,629.58 | ₹1,13,365.82 |
| 8.01 | R.C.C. work of proportion M-20 grade having minimum compressive strength in work test of 200 Kg/Cm2 at 28 days using 20 mm and down graded size black hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting lowering and laying concrete and compacting by using vibrators watering, curing for 28 days, centring & shuttering and finishing the exposed surface smooth providing grooves or beads where necessary in all floors including cost, conveyance, royalties and taxes of all materials , cost of all labour with cost of all T&P required for the work etc. complete in all respect but excluding cost and conveyance of M.S. rods or steel & binding wires and labour charges for strengthening, cutting, bending grills and placing in proper position etc complete as per direction of Engineer-in-Charge. Column base. | 30.03 | Cubic Meters | 6,650.9 | ₹1,99,726.53 |
| 8.02 | Grade beam | 6.36 | Cubic Meters | 7,521.23 | ₹47,835.02 |
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