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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.5 LAccepted-AOC | L1 | Accepted-AOC Accepted Vide Resolution No.-2/1 dtd.29-01-2024 of CHUNGATHARA GP | |
| 2 | L2₹5.5 L+₹1,136.06 (0.21%)Rejected-AOC | L2 | Rejected-AOC Second bidder. Kept in abeyance till the execution of agmnt by the First Bidder |
Tender Value
₹5.5 L
EMD Value
₹13,771
Closing Date
25 Jan 2024, 6:00 pmClosed
Assistant Engineer
OFFICE OF AE LSGD CHUNGATHARA
Pro No - 388/24 - Vellampadam Anganwadi Road in Ward No - 09
2024_LSGD_645667_1
7/AE/CKTA/2023-24
Open Tender
Civil Works - Roads
Item Rate
360 days
CHUNGATHARA
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,215
Yes
₹13,771
Yes
26 Jul 2024
18 Jan 2024
27 Jan 2024
18 Jan 2024
25 Jan 2024
18 Jan 2024
Amount
ROAD CONCRETE
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)
OD175680/2023-2024:(OD-from DAR 2.281)--Surface dressing of the ground including removing vegetation inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.50 m. All kinds of soil Details of cost of 100 sqm
OD175679/2023-2024:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade for 300 m3 muck filling
OD175678/2023-2024:Providing Plain cement concrete for road work without form work cc 1:2:4(1 cement:2 fine aggregate:4 course aggregate) laid to required slope and camber in panels@ 3 m c/c) as required including compaction, finishing and tampering etc.complete.Max size of course aggregate not exceeding 25 mm , mixed in concrete mixer etc complete as per specification. (i) Nominal mix (1:2:4)
JOSE MATHEW
Bidder Name
SANTHOSH T
JOSE MATHEW
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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