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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.1 LAccepted-AOC | L1 | Accepted-AOC FIRST LOWEST | |
| 2 | L2₹8.2 L+₹9,205.66 (1.14%)Rejected-AOC | L2 | Rejected-AOC SECOND LOWEST |
Tender Value
₹8.5 L
EMD Value
₹21,182
Closing Date
6 Mar 2024, 1:00 pmClosed
Assistant Engineer
O/o Office of the Assistant Engineer ,LID EW Section ,Mangattidam GP
Improvement work for Kirachi Anganwadi Canal Road
2024_LSGD_664740_9
AE/LID EW/MGP/ ET -7/23-24
Open Tender
Civil Works - Roads
Item Rate
Mangattidam GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,870
Yes
₹21,182
Yes
26 Mar 2024
28 Feb 2024
7 Mar 2024
28 Feb 2024
6 Mar 2024
28 Feb 2024
Amount
Road Retarring
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.
75.5.5.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)
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
T. JAYAPRAKASHAN
Bidder Name
JIJESHKUMAR P
T. JAYAPRAKASHAN
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1031999.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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