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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st₹9.5 LAccepted-AOC | ₹9.5 L Quoted ₹8.5 L | 1st | Accepted-AOC Win due to 1st lowest |
| 2 | 2nd₹12.5 L+₹4.0 L (46.8%)Rejected-AOC AT MAIN ROAD PHULITA PS GOSANIMUGAM GANJAM | PHULITA | GANJAM | ODISHA | ₹12.5 L+₹4.0 L (46.8%) | 2nd | Rejected-AOC reject due to 2nd lowest |
| 3 | 3rd₹13.6 L+₹5.0 L (59.1%)Rejected-AOC | ₹13.6 L+₹5.0 L (59.1%) | 3rd | Rejected-AOC reject due to 3rd lowest |
Tender Value
₹16.1 L
EMD Value
₹16,200
Closing Date
30 Mar 2026, 4:00 pmClosed
SE R and B Division No I Berhampur
SE R and B Division No I Berhampur
S/R to Utkala Balashram such as raising of compound wall and fixing of Razor wire concertina coil at Gosaninuagaon, Berhampur
2026_EICCL_127567_11
SE R and B Divn NoI Bam 69 /2025-26
Open Tender
Civil Works - Buildings
Percentage
60 days
Berhampur
Please refer Tender documents.
2 documents required · 2 mandatory
₹6,000
₹16,200
Yes
2 Jul 2026
24 Mar 2026
31 Mar 2026
24 Mar 2026
30 Mar 2026
24 Mar 2026
24 Mar 2026 - 30 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 |
|---|---|---|---|---|---|
| - | Dismentalling brick or stone masonry in lime or cement mortar under 3m height.scaffolding, staging charges with cost conveyance cess and royalties of all materials and labour with T&P required for the work etc. complete in all respect in all floors. | - | Cubic Meters | - | - |
| 2Earth work in ordinary soil within 50m, initial lead and 1.5m, initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per direction of the Engineer-in-charge | |||||
| 3Supplying 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. | |||||
| 4Cement concrete (1:3:6) with 40mm size hgcb metal including all cost, conveyance,royalty & taxes etc.compete of all materials to work site as per specification approved by the department & direction of Engg-in-charge.. | |||||
| 5Fly 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. | |||||
| 6R.C.C. work of proportion M-25 grade having minimum compressive strength in work test of 250 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 | |||||
| 6.01 | b) Plinth beam | - | Cubic Meters | - | - |
| 6.02 | C) Column | - | Cubic Meters | - | - |
| 7Supplying,cutting ,straightening of steel HYSD (Fe- 415) 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. | |||||
| 8Fly 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. | |||||
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