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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹4.0 L+₹50,172.68 (14.4%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹4.0 L+₹55,253.04 (15.9%)Rejected-Finance | L3 | Rejected-Finance L3 |
Tender Value
₹4.2 L
EMD Value
₹10,591
Closing Date
12 Dec 2022, 1:00 pmClosed
Assistant Engineer
Assistant Engineer LID EW Meenja GP
Road Improvement
2022_LSGD_535775_2
AE/LID EW /3/2022
Open Tender
Civil Works - Roads
Item Rate
Meenja GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹935
Yes
₹10,591
Yes
9 Jan 2023
3 Dec 2022
13 Dec 2022
3 Dec 2022
12 Dec 2022
3 Dec 2022
Amount
road retarring
5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 <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. <br> (B) 75 mm thick :- (II) Bitumen (S-65)
5.2.1a:Tack Coat<br> 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 <br> 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 <br> By Manual Means :- Type A <br> (II) Bitumen (S-65)
4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
IDDINKUNHI ALIAS KHALID A.K
M.K ISMAIL
Bidder Name
IDDINKUNHI ALIAS KHALID A.K
MOOSA KALEEM
M.K ISMAIL
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_778160.pdf
boq_comp_chart.xlsx
xlsx
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details.html
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