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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.6 LAccepted-AOC | L1 | Accepted-AOC Single or Retender are quoted |
| Sl No | Description | Qty | Unit | C SABU L1 |
|---|---|---|---|---|
| 1.00Road renovation | ||||
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 55 | cum | 3,306.74 ₹1,81,870.7 Lowest |
| 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 | 55 | cum | 3,717.68 ₹2,04,472.4 Lowest |
| 1.00 | 5.1.1a:Prime Coat :- Low porosity <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 | 550 | sqm | 73.85 ₹40,617.5 Lowest |
| 1.00 | 5.2.3a:Tack Coat <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. | 550 | sqm | 16.11 ₹8,860.5 Lowest |
| 1.00 | 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) | 550 | sqm | 283.37 ₹1,55,853.5 Lowest |
| 1.01 | OD285672/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish ,lead up to 50m and lift up to1.5m All kinds of soil | 58 | sqm | 35.89 ₹2,081.62 Lowest |
| 1.01 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 6.96 | cum | 9,108.3 ₹63,393.77 Lowest |
Tender Value
₹6.8 L
EMD Value
₹16,938
Closing Date
29 Oct 2025, 2:00 pmClosed
Assistant Engineer
Assistant Engineer, LID and EW, Chenkal Grama Panchayat
Annual Plan-Chenkal GP Pro. No. 347/26-Renovation of Sethulakshmipuram market-General Civil Work
2025_LSGD_812923_8
04/2025-26/AE/LIDandEW/CHL
Open Tender
Civil Works - Buildings
Item Rate
90 days
Chenkal
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,495
Yes
₹16,938
Yes
14 Jul 2026
22 Oct 2025
30 Oct 2025
22 Oct 2025
29 Oct 2025
22 Oct 2025
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