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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 LAccepted-AOC DEVIKA S N PURAM P O CHERTHALA ALLEPPEY KERALA PIN 688582 | CHERTHALA | ALAPPUZHA | KERALA | 688582 | L1 | Accepted-AOC LOWEST AMOUNT | |
| 2 | Rejected-Technical | - | Rejected-Technical HIGHEST |
Tender Value
₹2.5 L
EMD Value
₹6,351
Closing Date
28 Jan 2025, 6:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER THANNERMUKKOMGP
THANNEERMUKKOM GP2024-25-Akkayil Market Metalled Road Tarring Phase 2 Ward No.4
2025_LSGD_728463_2
6/AE/LIDEW/TKM
Open Tender
Civil Works - Roads
Item Rate
Thaneermukkom
Please refer Tender documents.
9 documents required · 9 mandatory
₹560
Yes
₹6,351
Yes
21 Jun 2025
21 Jan 2025
30 Jan 2025
21 Jan 2025
28 Jan 2025
21 Jan 2025
Amount
Metalling and tarring
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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
OD281465/2024-2025:DRY RUBBLE MASONRY _ Random rubble masonry with hard 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.
11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)
4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead
75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
75.5.2.3pb:Tack Coat - With Packed Bitumen Rates 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 granular surfaces treated with primer & 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)
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
VIJAY V NAIR (BID ID -2081093)
Bidder Name
SIVADAS KR
VIJAY V NAIR
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1160503.pdf
boq_comp_chart.xlsx
xlsx
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