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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹3.9 L+₹2,449 (0.63%)Rejected-Finance | L2 | Rejected-Finance L2 |
Tender Value
₹4.2 L
EMD Value
₹10,576
Closing Date
4 Jan 2024, 6:00 pmClosed
AE LSGD PUTHIGE
AE OFFICE PUTHIGE
Annual Plan-PUTHIGE GP 2023-24 PRO NO 64/23-24 - CHODALA SC COLONY ROAD IMPROVEMENT-General Civil Work
2023_LSGD_635844_12
7/AE/LSGD/PTG/2023-24
Open Tender
Civil Works - Roads
Item Rate
180 days
AE LSGD PUTHIGE
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,576
Yes
25 Jan 2024
27 Dec 2023
6 Jan 2024
27 Dec 2023
4 Jan 2024
27 Dec 2023
Amount
ROAD IMPROVEMENT
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
5.1.1a:Prime Coat :- Low porosity 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 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.
5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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)
3.3:Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
ABDUL RAHIMAN T N
Bidder Name
ABDUL RAHIMAN T N
ABOOBACKER SIDDIQUE P
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tech_eval.pdf
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finance_967876.pdf
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