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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.4 LAccepted-AOC CHETTIYADA KANNADY PO PULINCUNNOO ALAPPUZHA | L1 | Accepted-AOC L1 |
| Sl No | Description | Qty | Unit | JOSHY VARGHESE L1 |
|---|---|---|---|---|
| 1.00ROAD CONSTRUCTION | ||||
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local 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. <br>(ii) Using Gravel mix soil. | 120 | cum | 2,484 ₹2,98,080 Lowest |
| 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 | 207.9 | cum | 3,750 ₹7,79,625 Lowest |
| 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 | 1,386 | sqm | 80.37 ₹1,11,392.82 Lowest |
| 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. | 1,386 | sqm | 18.85 ₹26,126.1 Lowest |
| 1.00 | 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) | 1,386 | sqm | 302.4 ₹4,19,126.4 Lowest |
| 1.01 | OD30396/2025-2026:Supplying and fixing name board granite/marble slab fixed in brick masonry with necessary finishing work and as per directions of the Dept. officers at site. | 1 | each | 3,025 ₹3,025 Lowest |
Tender Value
₹16.4 L
EMD Value
₹40,948
Closing Date
18 Oct 2025, 5:00 pmClosed
ASSISTANT ENGINEER
LSGD OFFICE
Re Tender LAC ADS MLA ADS 2025 26 Kuttana LAC Champakulam BP Construction of Road from Mariya Resort to Kallupurackal in Ward 3 of Champakulam GP Champakulam BP Construction of Road from Mariya Resort to Kallupurackal in Ward 3 of champak General Ci
2025_LSGD_783240_20
JP/OCT/RE/LIDEW/ALPY/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
ALAPPUZHA DP
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹40,948
Yes
13 Nov 2025
8 Oct 2025
21 Oct 2025
8 Oct 2025
18 Oct 2025
8 Oct 2025
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