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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹90.9 LAccepted-AOC | ₹90.9 L Quoted ₹91.4 L | L1 | Accepted-AOC 1st lowest and 2nd negotiated percentage rate tender. |
| 2 | L2₹97.6 L+₹6.2 L (6.82%)Rejected-AOC | ₹97.6 L+₹6.2 L (6.82%) | L2 | Rejected-AOC Second lowest. |
| 3 | Rejected-Technical AT JAMUJODI PO BADANUAGAON DIST KEONJHAR PIN 758028 | KEONJHAR | KEONJHAR | ODISHA | 758028 | - | - | Rejected-Technical Not furnished schedule F disqualified in view of DTCN Clause No. 124 (d). |
Tender Value
₹86.6 L
EMD Value
₹86,700
Closing Date
19 Jun 2026, 5:00 pmClosed
Superintending Engineer, Keonjhar (RandB) Division
O/o the Superintending Engineer, Keonjhar (R and B) Division, Keonjhar - 758001
Improvement of Keonjhar Municipalty Road (Bada Danda) from 3/930 km to 4/130 km (LHS)
2026_EICCL_131937_1
PWDK 09/2026-27
Open Tender
Civil Works - Roads
Percentage
30 days
Keonjhar
3 documents required · 3 mandatory
₹10,000
₹86,700
Yes
13 Jul 2026
11 Jun 2026
20 Jun 2026
11 Jun 2026
19 Jun 2026
11 Jun 2026
11 Jun 2026 - 18 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 | Scarifying and removing the existing bituminous road surface to the required depth as per approved drawing and technical specifications and disposal of scarified materials within all lifts and lead upto 1000mtr. complete in all respect as per Section 900, Clause 305.4.3, 305.8, 305.9.5, 501.8.3.2, 501.8.7.2 and 501.8.8.1 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost, conveyance, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge. | 1,900 | sqm | 6.06 | ₹11,514 |
| 2 | Earth work in excavation in all kinds of soil for road works with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers as per drawing and technical specification, including setting out, dressing of section to correct line, level, grade & camber for road work or dressing of sides and bottom for foundation of structures and loading into tippers, transporting to embankment site within all lifts and lead upto 1000mtr. and utilising the surplus earth locally for road work wherever required, backfilling the excavation earth to the extent required etc complete in all respect as per clause 301 & 304 of Specification for road & bridge work of MORT&H (5th Revision) & Direction of Engineer in charge. | 150 | cum | 74.85 | ₹11,227.5 |
| 3 | Loosening to a depth of 150mm, leveling and compacting original ground supporting embankment /sub-grade as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 305 of MoRT&H Specification for Road & Bridge works (5th Revision) & including cost, conveyance, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge. | 75 | cum | 36.09 | ₹2,706.75 |
| 4 | Providing Wet Mix Macadam using crushed stone aggregates as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 406 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 | 150 | cum | 2,417.57 | ₹3,62,635.5 |
| 5 | 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 etc complete and as per direction of Engineer-in-Charge | 500 | sqm | 53.96 | ₹26,980 |
| 6 | 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 etc complete and as per direction of Engineer-in-Charge. | 2,590 | sqm | 18.45 | ₹47,785.5 |
| 7 | Providing and laying dense graded bituminous macadam using crushed stone of Grade-II aggregate with batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade (VG-30 Grade) @ 4.5 per cent by weight of total mix and filler, 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, vibratory and tandem rollers to achieve the desired compaction complete in all respects as per clause No. 505 & 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 specification & direction of the Engineer-in-charge. | 388.5 | cum | 12,726.02 | ₹49,44,058.77 |
| 8 | Providing and laying bituminous concrete using crushed stone of Grade-II aggregate with batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen (VG-30 grade) @ 5.4 per cent of mix and filler, 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, vibratory and tandem rollers to achieve the desired compaction complete in all respects as per Clause No.507 & 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, cess, royalty etc complete in all respect and as per specification & direction of the Engineer-in-charge. | 77.7 | cum | 14,002.77 | ₹10,88,015.23 |
| 9 | Supplying all materials, scafolding and laobur T&P for 3Dt painting over wall and floor in all complete as direction of Engineer - in - Charge. | 1,547.93 | sqm | 753.5 | ₹11,66,365.26 |
| 10 | Dismating and removing damaged cement concrete grade M-15 & M- 20 including T&) Scaffolding whereever necessary, sorting the dismantled materials, disposal the univerceable materials and stacking the useful materials for reuse and removing the debris within 50m. Lead. etc. complete as per the direction of Engineer-in-Charge. | 7.92 | cum | 662.19 | ₹5,244.54 |
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