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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 LAccepted-AOC | L1 | Accepted-AOC L1 |
Tender Value
₹3.4 L
EMD Value
₹8,474
Closing Date
20 Feb 2024, 11:00 amClosed
Aravind M
Office of the Assistant Engineer, LID EW Section,
Annual Plan CHULLIYODI MUNDAPLAVU ROAD IMPROVEMENT in Kallar GP 324 24 General Civil Work
2024_LSGD_647681_44
AE/LID EW/KLR/TEN/03/2023 24
Open Tender
Civil Works - Roads
Item Rate
180 days
Kallar GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹750
Yes
₹8,474
Yes
8 Aug 2024
12 Feb 2024
21 Feb 2024
12 Feb 2024
20 Feb 2024
12 Feb 2024
Amount
Road Retarring
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.
OD354480/2023-2024:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 using Shredded Plastic Providing , laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2mm to 0.9mm (Type-A) or 13.2mm to 0.9mm (Type-B) aggregates coated with shredded plastic (3% by weight of bitumen) as per standard procedure 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 , 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)
3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
Bidder Name
aravindakshan
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1015853.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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