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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.3 LAccepted-AOC KODASSERY PARAMBIL H LESWARAM P O OMASSERY 673 582 | OMASSERY | KOZHIKODE | KERALA | 673582 | ₹5.3 L | 1 | Accepted-AOC Accepted Vide Resolution No.03(1 )dtd.22/02/2026 of Omassery GP |
| 2 | 2₹5.8 LRejected-AOC PARAPPURATH POYIL HOUSE MALAYAMMA PO NIT KOZHIKODE | KOZHIKODE | KOZHIKODE | KERALA | ₹5.8 L | 2 | Rejected-AOC Accepted Vide Resolution No.03(1 )dtd.22/02/2026 of Omassery GP |
| 3 | 3₹5.9 LRejected-AOC | ₹5.9 L | 3 | Rejected-AOC Accepted Vide Resolution No.03(1 )dtd.22/02/2026 of Omassery GP |
| Sl No | Description | Qty | Unit | AHAMMED KUTTY L1 | P.P Ibrahim L2 | RAFEEQUE L3 |
|---|---|---|---|---|---|---|
| 1.00ROAD | ||||||
| 1.00 | OD325433/2025-2026:(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 the existing bituminous road surface to a depth of 100 mm to prepare foundation for granular layers | 540 | sqm | 50 ₹27,000 | 4 ₹2,160 | 4 ₹2,160 |
| 1.00 | 4.9:Wet Mix Macadam 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. By Mechanical Means with 1 km lead | 55.75 | cum | 2,650 ₹1.5 L | 3,500 ₹2.0 L | 3,600 ₹2.0 L |
| 1.00 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates 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 | 540 | sqm | 80.1 ₹43,254 | 84 ₹45,360 | 85 ₹45,900 |
| 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. | 32.4 | sqm | 285 ₹9,234 | 310 ₹10,044 | 312 ₹10,108.80 |
| 1.00 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates 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. | 540 | sqm | 18.5 ₹9,990 | 19 ₹10,260 | 19 ₹10,260 |
| 1.01 | 75.5.2.2pb:Tack Coat - With Packed Bitumen Rates 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 490 | sqm | 18.55 ₹9,089.50 | 19 ₹9,310 | 19 ₹9,310 |
| 1.01 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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 By Manual Means Type A (II) Bitumen (S-65) | 1,030 | sqm | 278 ₹2.9 L | 295 ₹3.0 L | 304 ₹3.1 L |
Tender Value
₹5.5 L
EMD Value
₹13,765
Closing Date
16 Feb 2026, 6:00 pmClosed
ASSISTANT ENGINEER
O/O Assistant Engineer LID and EW Section Omassery
Civil Work
2026_LSGD_834798_2
E TENDER -12/2025-26
Open Tender
Civil Works - Roads
210 days
OMASSERY
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,215
Yes
₹13,765
Yes
28 Mar 2026
9 Feb 2026
18 Feb 2026
9 Feb 2026
16 Feb 2026
9 Feb 2026
OD325433/2025-2026:(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 the existing bituminous road surface to a depth of 100 mm to prepare foundation for granular layers
4.9:Wet Mix Macadam 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. By Mechanical Means with 1 km lead
75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates 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
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.
75.5.2.3pb:Tack Coat - With Packed Bitumen Rates 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.
75.5.2.2pb:Tack Coat - With Packed Bitumen Rates 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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 By Manual Means Type A (II) Bitumen (S-65)
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