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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L2₹2.8 L+₹12,948 (4.55%)Accepted-AOC | L2 | Accepted-AOC L1 | |
| 2 | L1₹2.8 LRejected-AOC | L1 | Rejected-AOC L2 |
Tender Value
₹3.0 L
EMD Value
₹7,415
Closing Date
7 Jan 2025, 6:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER LID EW SECTION MANJESHWAR GRAMA PANCHAYATH
ROAD RE TARRING
2024_LSGD_721551_1
406/AE/LSGD/MJR/2024-25
Open Tender
Civil Works - Roads
Item Rate
180 days
MANJESHWAR
Please refer Tender documents.
9 documents required · 9 mandatory
₹655
Yes
₹7,415
Yes
2 Mar 2025
31 Dec 2024
9 Jan 2025
31 Dec 2024
7 Jan 2025
31 Dec 2024
Amount
ROAD RETARING
5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 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. (B) 75 mm thick :- (II) Bitumen (S-65)
5.2.1a:Tack Coat 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.
5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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)
ROAD CONCRETE AND BERM CONCRETE
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.
75.8.1.1.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)
RONY D SOUZA (BID ID -2052680)
Bidder Name
RONY D SOUZA
NAZIR I
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1143336.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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