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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹3.9 L+₹16,942.24 (4.54%)Rejected-Finance KALATHINGAL HOUSE KARAKKUNNU POST MALAPPURAM | MALAPPURAM | MALAPPURAM | KERALA | 676123 | L2 | Rejected-Finance L2 |
Tender Value
₹3.4 L
EMD Value
₹8,475
Closing Date
24 Dec 2024, 5:00 pmClosed
Assistant Engineer
Municipal office Manjeri
Annual Plan-MANJERI MUNICIPALITY 2024-25 PROJECT NO 1247-Improvement work of Gas Godown Anganawadi Kuruvancheri road in ward 36-General Civil Work
2024_LSGD_717340_66
2716147/24/1
Open Tender
Civil Works - Roads
Item Wise
180 days
Manjeri
Please refer Tender documents.
9 documents required · 9 mandatory
₹750
Yes
₹8,475
Yes
21 Apr 2025
19 Dec 2024
25 Dec 2024
19 Dec 2024
24 Dec 2024
19 Dec 2024
Amount
MAINTENANCE OF ROAD
5.5.A.1a:Modified Penetration Macadam 50 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.
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.
4.9:Wet Mix Macadam <br> 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. <br> By Mechanical Means with 1 km lead
5.1.1a:Prime Coat :- Low porosity <br> 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
5.2.3a:Tack Coat <br>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.
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)
Rashid K (BID ID -2032767)
Bidder Name
Rashid K
HASHID C.K.
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1134327.pdf
boq_comp_chart.xlsx
xlsx
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