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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st₹3.8 LAccepted-AOC | ₹3.8 L | 1st | Accepted-AOC Win due to 1st lowest |
| 2 | 2nd₹3.9 L+₹11,292 (2.97%)Rejected-AOC | ₹3.9 L+₹11,292 (2.97%) | 2nd | Rejected-AOC Reject due to 2nd lowest |
| 3 | 3rd₹4.4 L+₹55,173 (14.5%)Rejected-AOC | ₹4.4 L+₹55,173 (14.5%) | 3rd | Rejected-AOC Reject due to 3rd lowest |
Tender Value
₹5.6 L
EMD Value
₹5,600
Closing Date
2 Jun 2026, 4:00 pmClosed
Superintending Engineer Ganjam RandB div I BAM
O/O Superintending Engineer Ganjam RandB div I BAM
S/R to Berhampur to Govindapur road such as Pot hole repair from 0/000 to 12/000 Km for the 2026 27
2026_EICCL_129889_1
SE R and B Divn. No.I BAM 9/2026-27
Open Tender
Civil Works - Roads
Percentage
15 days
Ganjam
2 documents required · 2 mandatory
₹4,000
₹5,600
Yes
8 Sept 2026
27 May 2026
3 Jun 2026
27 May 2026
2 Jun 2026
27 May 2026
27 May 2026 - 2 Jun 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 |
|---|---|---|---|---|---|
| 1 | 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 | 213.9 | cum | 235.74 | ₹50,424.79 |
| 2 | scraping, cleaning the road surface applying tack coat using 3.0Kg of bitumen (80/100) for 10 Sqm and laying 75mm thick built up spray grouting in two layers 37.5mm thick each layer using 0.45cum of 25mm to 40mm size hard granite metal and 12.00 Kg. penetration grade of bitumen for 10 Sqm in each layer with 0.12 Cum of 12mm size hard granite chips as key stone for 10 Sqm spreading over and laying including heating, pouring and spreading over and spreading bitumen metal and chips and rolling with PRR including hire and running charges of PRR and all other machineries including cost and conveyance of metal, chips and bitumen complete as per specification and direction as per Engineer in charge. A.R.Page-151 & Item no.27 | 528.45 | sqm | 652.79 | ₹3,44,966.88 |
| 3 | Providing and applying tack coat with rapid setting bitumen emulsion on the prepared bituminous/ granular surface including cleaning with mechanical broom and spraying bitumen emulsion using mechanical means as per approved drawing and technical specifications complete in all respect as per Section 900, Clause 501.5.2 & 503 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. | 528.45 | sqm | 18.66 | ₹9,860.88 |
| 4 | Labour for laying 20mm thick premix carpet using 0.27Cum of 13.2mm to 5.6mm size crushed stone chipping & 14.60 Kg penetration grade of bitumen for 10sqm including hand packing to proper camber and consolidation with PRR including hire & running charges of PRR,hot ix plant, bitumen boilers and all other T&P articles but excluding cost and conveyance of chips and bitumen complete as per specification and direction as per Engineer in charge.A.R.Page-147 & Item no.21 | 528.45 | sqm | 196.76 | ₹1,03,977.82 |
| 5 | Labour for laying 6mm thick precoated seal coat Type-B using 0.06Cum of 6.7mm size chips as per sieve analysis and 6.8Kg. of bitumen per (80/100)10 Sqm. including hire and running charges of PRR, hot mix plant, tar boiler and all other T&P articles but excluding cost and conveyance of chips and bitumen complete as per specification and direction as per Engineer in charge. A.R.Page-149 & Item no.22 | 528.45 | sqm | 94.17 | ₹49,764.14 |
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