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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 LAccepted-AOC | L1 | Accepted-AOC Accepted Vide Resolution No.1 dtd13/12/024 of KARADKA GP | |
| 2 | L2₹3.9 L+₹14,917.73 (4.01%)Rejected-AOC | L2 | Rejected-AOC Higher rate and hence not admitted |
Tender Value
₹4.2 L
EMD Value
₹10,574
Closing Date
10 Dec 2024, 5:00 pmClosed
AFSAL C
Office of the Assistant Engineer LIDEW Section Karadka Grama Panchayat
PR NO 04/24-25 ALANTHADUKKA AAROTTUMOOLA LINK ROAD IMPROVEMENTS IN KARADKA G.P
2024_LSGD_711711_4
ET01/2024/AE/LIDEW/KRDK
Open Tender
Civil Works - Roads
Item Rate
180 days
Karadka
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,574
Yes
7 Feb 2025
3 Dec 2024
12 Dec 2024
3 Dec 2024
10 Dec 2024
3 Dec 2024
Amount
ALANTHADUKKA AAROTTUMOOLA LINK ROAD IMPROVEMENTS
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.
OD246844/2024-2025: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. . &lt;br&gt; (i) Using existing scarified material
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
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
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.
5.2.1a:Tack Coat<br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
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)
BATHISHA A K (BID ID -2010194)
Bidder Name
BATHISHA A K
K KRISHNAN
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1119363.pdf
boq_comp_chart.xlsx
xlsx
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