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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L2₹4.9 LAccepted-AOC | ₹4.9 L | L2 | Accepted-AOC L2 |
| 2 | L1₹5.1 LRejected-AOC | ₹5.1 L | L1 | Rejected-AOC L1 |
| 3 | L3₹5.1 LRejected-Finance | ₹5.1 L | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | DINSHAD L2 | MUKKOM LABOUR CONTRACT CO OP SOCIETY LTD L1 | MUHAMMED ASHIQUE P L3 |
|---|---|---|---|---|---|---|
| 1.00POLUKUNNU MULLAMADA ROAD | ||||||
| 1.00 | OD359430/2025-2026:(MODIFIED DATA OF 3.2 BY EXCLUDING TIPPER AND LOADING EQUIPMENT )Preparation of Foundation for Embankment <br>plugging/ Scarifying Existing Bituminous Surface to a Depth of 100 mm by Mechanical Means <br> Scarifying/plugging and compacting the existing bituminous road surface to a depth of 100 mm to prepare foundation for granular layers | 402 | sqm | 8 ₹3,216 | 7.84 ₹3,151.68 | 9 ₹3,618 |
| 1.00 | 4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead | 30.15 | cum | 3,449.93 ₹1.0 L | 3,325.72 ₹1.0 L | 3,449.93 ₹1.0 L |
| 1.00 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 402 | sqm | 80.18 ₹32,232.36 | 77.29 ₹31,070.58 | 80.18 ₹32,232.36 |
| 1.00 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 402 | sqm | 18.73 ₹7,529.46 | 18.06 ₹7,260.12 | 18.73 ₹7,529.46 |
| 1.00 | 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <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. | 9.8 | sqm | 306.7 ₹3,005.66 | 295.66 ₹2,897.47 | 306.7 ₹3,005.66 |
| 1.01 | 75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <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. | 10.44 | sqm | 395.04 ₹4,124.22 | 380.81 ₹3,975.66 | 395.04 ₹4,124.22 |
| 1.01 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <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. | 102 | sqm | 15.62 ₹1,593.24 | 15.06 ₹1,536.12 | 15.62 ₹1,593.24 |
| 1.01 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <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 <br> Type A <br> (II) Bitumen (S-65) | 504 | sqm | 289.47 ₹1.5 L | 279.05 ₹1.4 L | 289.47 ₹1.5 L |
| 2.00EDAPETTA NAYIPOTTA ROAD | ||||||
Tender Value
₹5.1 L
EMD Value
₹12,702
Closing Date
13 Nov 2025, 10:00 amClosed
ASSISTANT ENGINEER OFFICE KODIYATHUR
ASSISTANT ENGINEER OFFICE KODIYATHUR
Annual Plan-KODIYATHUR GP PROJECT NO 131/26-EDAPETTA NAYIPOTTA ROAD-POLUKUNNU MULLAMADA ROAD-General Civil Work
2025_LSGD_819432_1
AE/LID EW/KDR/14/2025-26
Open Tender
Civil Works - Roads
ASSISTANT ENGINEER KODIYATHUR
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,120
Yes
₹12,702
Yes
31 Mar 2026
5 Nov 2025
15 Nov 2025
5 Nov 2025
13 Nov 2025
5 Nov 2025
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