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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 LAccepted-AOC | L1 | Accepted-AOC Agt.executed | |
| 2 | L2₹4.7 L+₹10,587.65 (2.33%)Rejected-Finance | L2 | Rejected-Finance As per commitee resolution | |
| 3 | L3₹4.8 L+₹20,060.68 (4.41%)Rejected-Finance | L3 | Rejected-Finance As per commitee resolution |
Tender Value
₹4.2 L
EMD Value
₹10,584
Closing Date
19 Dec 2022, 5:00 pmClosed
Assistant Engineer
O/o,Assistant Executive Engineer, LSGD Sub Division Pazhayannur
GENERAL-Pazhayannur BP 2022-23-Project no.99/23 Pottikunnu colony road retarring (Kondazhy GP)-General Civil Work GP.-General Civil Work
2022_LSGD_535528_10
TN-02/PZR/2022-23
Open Tender
Civil Works - Roads
Item Rate
180 days
KONDAZHY
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,584
Yes
19 Jan 2023
5 Dec 2022
20 Dec 2022
5 Dec 2022
19 Dec 2022
5 Dec 2022
Amount
Pottikunnu road retarring
75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <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.
75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <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.
75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <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 <br> Type A <br> (II) Bitumen (S-65)
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
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)
Kaippully
thowzeef
Bidder Name
thowzeef
Kaippully
Cherupushpam
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finance_778405.pdf
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