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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.9 LAccepted-AOC K P ABOOBACKER SREEKANDAPURAM MUNICIPALITY SREEKANDAPURAM P D JOSEPH | L1 | Accepted-AOC Lowest rate and hence the work is awarded to the Contractor | |
| 2 | L2₹6.0 L+₹11,857 (2.00%)Rejected-AOC KANNUR KERALA 670631 | KANNUR | KERALA | 670631 | L2 | Rejected-AOC HIGHER RATE AND NOT ADMITTED |
Tender Value
₹5.9 L
EMD Value
₹14,823
Closing Date
12 Dec 2024, 6:00 pmClosed
assistant engineer
assistant engineer sreekandapuram municipality
Proj .no. 201/24-25Vayakkara Moloor road re tarring drainage renovation
2024_LSGD_711758_6
AE/LSGD/PW2/dtd 5/12/24
Open Tender
Civil Works - Roads
Item Rate
90 days
sreekandapuram municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,310
Yes
₹14,823
Yes
1 May 2025
5 Dec 2024
16 Dec 2024
5 Dec 2024
12 Dec 2024
5 Dec 2024
Amount
road 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.
75.5.5.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.
75.5.2.1pb: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.
11.4.1.2:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (ii) Nominal mix 1:3.6 (Hand mixing)
11.4.2.2:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203II. P.C.C grade M 15 (ii) Nominal mix 1:2.5:5 (Hand mixing)
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
KHALID K P (BID ID -2011628)
Bidder Name
K P ABOOBACKER
KHALID K P
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1119788.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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