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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.5 LAccepted-AOC | ₹8.5 L | L1 | Accepted-AOC L1 agreement executed |
| 2 | L2₹8.8 LRejected-AOC | ₹8.8 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | K M BASHEER L2 | C H IQBAL L1 |
|---|---|---|---|---|---|
| 1.00Rectification | |||||
| 1.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 20.15 | cum | 3,129.22 ₹63,060.04 | 3,008.86 ₹60,634.55 |
| 1.00 | 55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface. | 18.32 | cum | 6,969.26 ₹1.3 L | 6,701.21 ₹1.2 L |
| 1.00 | 2.5.2.A:Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately Bituminous course - By Mechanical Means | 64 | cum | 657.55 ₹42,083.20 | 632.26 ₹40,464.64 |
| 1.00 | 4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 54.6 | cum | 4,483.56 ₹2.4 L | 4,311.11 ₹2.4 L |
| 1.00 | 5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means. | 301 | sqm | 82.03 ₹24,691.03 | 78.88 ₹23,742.88 |
| 1.01 | 5.2.b:Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom. | 536.25 | sqm | 19.28 ₹10,338.90 | 18.54 ₹9,942.08 |
| 1.01 | OD103706/2025-2026:Mixed Seal Surfacing - Manual Means - Type A - Bitumen VG30 Providing, laying and rolling
of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm
(Type-A) aggregates using VG-30 grade bitumen to required line, grade and level to serve as
wearing course on a previously prepared base, including mixing in a suitable plant, laying and
rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per
Technical Specification | 524.25 | sqm | 362.65 ₹1.9 L | 348.7 ₹1.8 L |
| 1.01 | 3.25.A:Construction of unlined surface drain of average cross sectional area 0.4 sqm in ordinary rock by Mechanical Means to specified lines, grades, levels and dimensions as per approved design and to the requirement of clause 301 to 309. Excavated material to be used in embankment at site | 100 | metre | 210.26 ₹21,026 | 202.18 ₹20,218 |
| 1.01 | 3.24.A:Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil by mechanical Means to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres) | 300 | metre | 104.1 ₹31,230 | 100.1 ₹30,030 |
Tender Value
Refer Docs
EMD Value
₹16,945
Closing Date
15 Sept 2025, 3:00 pmClosed
EXECUTIVE ENGINEER
KRFB PMU DIVISION KASARAGOD, MEDHA APARTMENT, NEAR DHOOMAVATHI TEMPLE, MARKET ROAD, KANHANGAD.671315
Rectification work
2025_KRFB_794887_1
05/EE/KRFB/PMU-KSD/2025-26
Open Tender
Civil Works - Roads
kalladka cherkala road
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,495
Yes
₹16,945
Yes
21 Feb 2026
8 Sept 2025
16 Sept 2025
8 Sept 2025
15 Sept 2025
8 Sept 2025
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