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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC KERALA KL | IDUKKI | KERALA | 685533 | L1 | Accepted-AOC Lowest rate and hence the work is awarded to the Contractor | |
| 2 | L2₹4.2 L+₹11.04 (<0.01%)Rejected-AOC KERALA KL | MALAPPURAM | KERALA | 670612 | L2 | Rejected-AOC HIGHER RATE AND NOT ADMITTED |
Tender Value
₹4.2 L
EMD Value
₹10,578
Closing Date
10 Mar 2025, 11:00 amClosed
Assistant Engineer
Assistant Engineersreekandapuram municipality
Pro.No 210/2024-25- -Renovation of Kavumbayi Pulliyamkunnu road
2025_LSGD_743078_12
PW1/7466/19
Open Tender
Civil Works - Roads
Item Rate
90 days
sreekandapuram municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,578
Yes
8 May 2025
3 Mar 2025
11 Mar 2025
3 Mar 2025
10 Mar 2025
3 Mar 2025
Amount
Re-Tarring
75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.
75.5.2.1pb:Tack Coat - With Packed Bitumen Rates 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.
75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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)
3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
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
RAJESH KUTTIYATTU VEETTIL (BID ID -2145078)
Bidder Name
RAJESH KUTTIYATTU VEETTIL
NIZAR MV
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1199434.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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