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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.9 LAccepted-AOC KERALA KL | MALAPPURAM | KERALA | 670612 | L1 | Accepted-AOC Lowest rate and hence the work is awarded to the Contractor | |
| 2 | L2₹5.9 L+₹812.56 (0.14%)Rejected-AOC KERALA KL | IDUKKI | KERALA | 685533 | L2 | Rejected-AOC HIGHER RATE AND NOT ADMITTED |
Tender Value
₹5.9 L
EMD Value
₹14,818
Closing Date
20 Jan 2025, 9:00 amClosed
assistant engineer
assistant engineer sreekandapuram municipality
Proj. no.181/24-25 pallam thoppilayi road re tarring canal renovation
2025_LSGD_723701_4
AE/LSGD/PW3/dtd 10/01/25
Open Tender
Civil Works - Canal
Item Rate
90 days
sreekandapuram municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,310
Yes
₹14,818
Yes
19 May 2025
10 Jan 2025
20 Jan 2025
10 Jan 2025
20 Jan 2025
10 Jan 2025
Amount
Retarring
75.5.5.A.1pb:Modified Penetration Macadam 50 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.
75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> 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 <br> 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.
OD220910/2024-2025:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6
11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> 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
NIZAR MV (BID ID -2067789)
Bidder Name
RAJESH KUTTIYATTU VEETTIL
NIZAR MV
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1149457.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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