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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st₹7.7 LAccepted-AOC | ₹7.7 L | 1st | Accepted-AOC Win due to 1st lowest |
| 2 | 2nd₹8.9 L+₹1.2 L (15.0%)Rejected-AOC AT S B TAGADAKUP PO VIA DIST GANJAM ODISHA | GANJAM | ODISHA | ₹8.9 L+₹1.2 L (15.0%) | 2nd | Rejected-AOC Reject due to 2nd Lowest |
| 3 | 3rd₹9.7 L+₹1.9 L (25.0%)Rejected-AOC | ₹9.7 L+₹1.9 L (25.0%) | 3rd | Rejected-AOC Reject due to 3rd Lowest |
| 4 | 4th₹10.1 L+₹2.3 L (29.9%)Rejected-AOC AVPBHRAMARPUR PS K NUAGAM DIST GANJAM PIN 761209 | GANJAM | ODISHA | 761209 | ₹10.1 L+₹2.3 L (29.9%) | 4th | Rejected-AOC Reject due to 4th Lowest |
| 5 | 5th₹12.9 L+₹5.2 L (66.7%)Rejected-AOC | ₹12.9 L+₹5.2 L (66.7%) | 5th | Rejected-AOC Reject due to 5th Lowest |
Tender Value
₹12.9 L
EMD Value
₹12,900
Closing Date
2 Jun 2026, 4:00 pmClosed
Superintending Engineer Ganjam R and B div l BAM
O/O Superintending Engineer Ganjam R and B div l BAM
S/R to Dekhali Nuapada road such as Pot hole repair from 0/000 to 8/000 excluding (6/200 6/600 ) Km for the 2026 27
2026_EICCL_129931_1
SE R and B Divn NoI Bam 9/2026-27
Open Tender
Civil Works - Roads
Percentage
15 days
Ganjam
2 documents required · 2 mandatory
₹6,000
₹12,900
Yes
29 Aug 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 | 538.5 | cum | 235.74 | ₹1,26,945.99 |
| 2 | Providing and applying primer coat with slow setting bitumen emulsion on prepared surface of granular base, including clearing road surface and spraying primer using mechanical means as per approved drawing and technical specifications complete in all respect as per Section 900, Clause 501.5.2 & 502 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. | 763.7 | sqm | 105.44 | ₹80,524.53 |
| 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. | 1,856.46 | sqm | 18.74 | ₹34,790.06 |
| 4 | Providing & laying compacted Bituminous Macadam (Grading-II ) using 60/70 grade Bitumen with Hot Mix Plant using crusher broken hard granite aggregates of specified grading premixed with bituminous binder @ 3.3 % by weight of total mix and filler, transporting the hot mix to works site, lying with Hydrostatic Paver Finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compacting as per Clause No.106, 108, 111, 112, 501, 503 , 504 and section 900 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) &including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge.. | 38.19 | cum | 10,909.57 | ₹4,16,636.48 |
| 5 | Providing and laying compacted Semi Dense Bituminous Concrete (Grading-II) with Batch type Hot Mix Plant using crushed stone aggregates of specified grading, premixed with bituminous binder of 60/70 (VG-30) penetration grade of bitumen, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibtratory and tandem rollers to achieve the desired compaction as per approved drawing and technical specifications complete in all respect as per Section 900, Clause 501 & 508 of MoRT&H Specifications for Road & Bridge works (4th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. | 46.41 | cum | 13,596.28 | ₹6,31,003.35 |
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