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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.3 LAccepted-AOC NOT AVAILABLE | L1 | Accepted-AOC L1 | |
| 2 | L2₹8.6 L+₹27,898.71 (3.37%)Rejected-AOC NOT AVAILABLE | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | P VINOD L1 | Mr.M.GOGIN L2 |
|---|---|---|---|---|---|
| 1.00Road maintenance | |||||
| 1.00 | OD533646/2024-2025:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | 135.6 | sqm | 18.9 ₹2,562.84 Lowest | 20 ₹2,712 |
| 1.00 | OD101176/2025-2026:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 50 mm by Mechanical Means <br> and compacting with three wheel static roller to required level and to required camber. | 584.1 | sqm | 10.8 ₹6,308.28 Lowest | 12 ₹7,009.2 |
| 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 | 56.76 | cum | 3,750 ₹2,12,850 Lowest | 3,800 ₹2,15,688 |
| 1.00 | 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates 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. | 28.47 | sqm | 323.5 ₹9,210.05 Lowest | 360 ₹10,249.2 |
| 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 | 567.6 | sqm | 88.4 ₹50,175.84 Lowest | 92 ₹52,219.2 |
| 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. | 161.7 | sqm | 20.7 ₹3,347.19 Lowest | 22 ₹3,557.4 |
| 1.01 | 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. | 567.6 | sqm | 20.7 ₹11,749.32 Lowest | 22 ₹12,487.2 |
| 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) | 729.3 | sqm | 314.26 ₹2,29,189.82 Lowest | 330 ₹2,40,669 |
| 1.01 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 16.58 | cum | 66.8 ₹1,107.48 Lowest | 72 ₹1,193.69 |
Tender Value
₹8.1 L
EMD Value
₹20,126
Closing Date
7 Aug 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
OFFICE OF ASSISTANT ENGINEER LIDEW THANNIYAM GP
OFFICE OF ASSISTANT ENGINEER LIDEW THANNIYAM GP
Annual Plan-2025-26 14 th FYP PRJNo229/26 Maya-Mathilettukulam road-ward 6,Thanniyam GP-General Civil Work
2025_LSGD_780975_3
04/2025/AE/LID EW/TNM/TENDER
Open Tender
Civil Works - Others
Item Rate
180 days
LIDEW THANNIYAM GP
REFER NIT
7 documents required · 7 mandatory
₹1,780
₹20,126
Yes
5 Mar 2026
31 Jul 2025
11 Aug 2025
31 Jul 2025
7 Aug 2025
31 Jul 2025
31 Jul 2025 - 5 Aug 2025
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1280227.pdf
boq_comp_chart.xlsx
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details.html
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