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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.8 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹6.8 L+₹139.60 (0.02%)Rejected-AOC | L2 | Rejected-AOC L2 |
Tender Value
₹6.8 L
EMD Value
₹16,948
Closing Date
9 Sept 2024, 5:00 pmClosed
Assistant Engineer
Office of Assistant Engineer LID EW Section Nagalassery Gramapanchayath, Koottanad
Nagalassery GP 2024-2025 Peringode - Kaithakkund Kothachira Road Re tarring
2024_LSGD_687315_1
01-AE-LIDEW-NGP-202425
Open Tender
Civil Works - Roads
Item Rate
180 days
office of the Asst. Exe. Engineer
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,495
Yes
₹16,948
Yes
18 Dec 2024
23 Aug 2024
11 Sept 2024
23 Aug 2024
9 Sept 2024
23 Aug 2024
Amount
RE TARRING
OD406894/2023-2024:od1303647/2021_2022 :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)
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
OD406879/2023-2024:1.001-Specification code: OD92386/2022-2023 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 manually mixing by mix in place method and compacting with rammers to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
Moidunni P.P-Works contractor
Bidder Name
Moidunni P.P-Works contractor
RAFEEK P P
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
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