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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC | L1 | Accepted-AOC As per Board resolution | |
| 2 | L2₹4.3 L+₹10,699.16 (2.53%)Rejected-Finance | L2 | Rejected-Finance High quoted |
Tender Value
₹4.2 L
EMD Value
₹10,572
Closing Date
8 Sept 2025, 4:00 pmClosed
BINOY AV
office of Assistant Engineer LID EW Section Kottoppadam GP
Annual Plan-Kottoppadam GP Pro no 246/25-26 Kottoppadam PHC Koduvallippuram Road Ward 16
2025_LSGD_791164_64
T1/AE/LIDEW/KPM/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
KOTTOPPADAM GRAMA PANCHATH
Please refer Tender documents.
10 documents required · 10 mandatory
₹935
Yes
₹10,572
Yes
25 Sept 2025
27 Aug 2025
10 Sept 2025
27 Aug 2025
8 Sept 2025
27 Aug 2025
Amount
road re tarring
OD216752/2025-2026:Filling up pot holes ( cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm broken stone and compacting with power roller to get a compact surface
75.5.2.2pb: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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
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
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
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.
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)
ABDUL NASAR. M (BID ID -2323556)
Bidder Name
M. JAMAL
ABDUL NASAR. M
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1305247.pdf
boq_comp_chart.xlsx
xlsx
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