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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 LAccepted-AOC | L1 | Accepted-AOC Accepted Vide Resolution No.01 dtd.08/12/2022 of Mannarkkad Municipality | |
| 2 | L2₹3.8 L+₹38,094.28 (11.3%)Rejected-AOC | L2 | Rejected-AOC Higher rate and hence not admitted |
Tender Value
₹3.4 L
EMD Value
₹8,466
Closing Date
21 Nov 2022, 3:00 pmClosed
BIBIN JOSE
Office of the Assistant Engineer, LID AND EW Section, Mannarkkad Municipality
Mannarkkad Municipality 2022-23 Sivankunnu gas godown main road retarring (P 190)
2022_LSGD_525855_1
E2/1/AE/LSGD/MKD/2022-23
Open Tender
Civil Works - Roads
Item Rate
180 days
Mannarkkad Municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹750
Yes
₹8,466
Yes
20 Jan 2023
9 Nov 2022
23 Nov 2022
9 Nov 2022
21 Nov 2022
9 Nov 2022
Amount
Road Re Tarring
OD221810/2022-2023: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.
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)
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.
Baseel Latheef N K
Bidder Name
loola
Baseel Latheef N K
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_758120.pdf
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details.html
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