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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.0 LAccepted-AOC | ₹20.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹20.0 L+₹6,762.88 (0.34%)Rejected-Finance KASARAGOD | KASARAGOD | KASARAGOD | KERALA | 671315 | ₹20.0 L+₹6,762.88 (0.34%) | L2 | Rejected-Finance L2 |
| 3 | L3₹20.4 L+₹46,184.49 (2.31%)Rejected-Finance CHERKALA CHENGALA KASARGOD KERALA 671541 | KASARAGOD | KERALA | 671541 | ₹20.4 L+₹46,184.49 (2.31%) | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | HYDERALI M L2 | BM ABDHULLA L3 | C M ABDUL RAHIMAN L1 |
|---|---|---|---|---|---|---|
| 1.00Road Renovation | ||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 456 | sqm | 14.28 ₹6,511.68 | 15.06 ₹6,867.36 | 14.23 ₹6,488.88 Lowest |
| 1.00 | OD81414/2026-2027:od1336463/2021 2022 Granular sub-base/base/surface course with serviceable material
available during scarifying of existing road. Construction of granular sub-base with
departmental material spreading in uniform layers with motor grader on prepared surface,
mixing by mix in place method with rotavator at once and compacting with smooth wheel roller
to achieve the desired density complete as per Clause 401.4 as per Technical Specification
Clause 408. (Modified 4.11.2) | 30.6 | cum | 181.52 ₹5,554.51 | 191.48 ₹5,859.29 | 180.91 ₹5,535.85 Lowest |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 68.4 | cum | 8,529.17 ₹5,83,395.23 | 8,900 ₹6,08,760 | 8,500.38 ₹5,81,425.99 Lowest |
| 1.00 | 5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. <br> (B) 75 mm thick :- (II) Bitumen (S-65) | 549.2 | sqm | 371.45 ₹2,04,000.34 | 350 ₹1,92,220 Lowest | 370.2 ₹2,03,313.84 |
| 1.00 | 5.2.1a:Tack Coat<br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 3,990 | sqm | 13.41 ₹53,505.9 | 14 ₹55,860 | 13.37 ₹53,346.3 Lowest |
| 1.01 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <br> 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) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration 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 Clause 509 <br> By Manual Means :- Type A <br> (II) Bitumen (S-65) | 3,990 | sqm | 267.86 ₹10,68,761.4 | 280 ₹11,17,200 | 266.95 ₹10,65,130.5 Lowest |
| 1.01 | 3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 140.4 | cum | 582.45 ₹81,775.98 | 400 ₹56,160 Lowest | 580.49 ₹81,500.8 |
Tender Value
₹21.1 L
EMD Value
₹50,000
Closing Date
22 Jul 2026, 6:00 pmClosed
Assistant Execurtive Engineer
Office of the Executive Engineer LID AND EW DIVISION, KASARAGOD P.O. VIDYANAGAR
Road Renovation
2026_LSGD_860104_1
30/2026-27
Open Tender
Civil Works - Roads
Item Wise
240 days
PAIVALIKE
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
11 Sept 2026
14 Jul 2026
24 Jul 2026
14 Jul 2026
22 Jul 2026
14 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Renovation | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | - | sqm | - | - |
| 1.002 | OD81414/2026-2027:od1336463/2021 2022 Granular sub-base/base/surface course with serviceable material
available during scarifying of existing road. Construction of granular sub-base with
departmental material spreading in uniform layers with motor grader on prepared surface,
mixing by mix in place method with rotavator at once and compacting with smooth wheel roller
to achieve the desired density complete as per Clause 401.4 as per Technical Specification
Clause 408. (Modified 4.11.2) | - | cum | - | - |
| 1.003 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | - | cum | - | - |
| 1.004 | 5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. <br> (B) 75 mm thick :- (II) Bitumen (S-65) | - | sqm | - | - |
| 1.005 | 5.2.1a:Tack Coat<br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | - | sqm | - | - |
| 1.006 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <br> 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) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration 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 Clause 509 <br> By Manual Means :- Type A <br> (II) Bitumen (S-65) | - | sqm | - | - |
| 1.007 | 3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | - | cum | - | - |
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