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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.4 LAccepted-AOC | 1 | Accepted-AOC Lowest | |
| 2 | 2₹3.0 L+₹52,796.14 (21.7%)Rejected-AOC | 2 | Rejected-AOC 2nd | |
| 3 | 3₹3.2 L+₹75,385.84 (30.9%)Rejected-AOC | 3 | Rejected-AOC 3rd |
Tender Value
₹3.0 L
EMD Value
₹7,415
Closing Date
17 Jan 2023, 4:00 pmClosed
Assistant Engineer
Office of the Assistant Engineer,LID-EW Section, Koottilangadi GP, Padinhattumuri(P.O)-676506
Annual Plan22-23 Project No149-23 Koottilangadi Grama Panchayath- Renovation works to Unnamthala Kariyad Road- General Civil Work
2023_LSGD_546691_9
AE/LSGD/KTD/ET/05/2022-23
Open Tender
Civil Works - Roads
Item Rate
365 days
Unnamthala
Please refer Tender documents.
10 documents required · 10 mandatory
₹655
Yes
₹7,415
Yes
6 Apr 2023
9 Jan 2023
20 Jan 2023
9 Jan 2023
17 Jan 2023
9 Jan 2023
Amount
Road Retarring
OD207882/2022-2023:[OD from DAR 2.28.1] - Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m . All kinds of soil
OD207881/2022-2023:[OD from DAR 51.2.3] - Filling with Quarry Muck. Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, levelling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
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)
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.
5.2.1a: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)
K CHEKKU HAJI
ABDUL LATHEEF KAVUNGAL
Bidder Name
ABDUL LATHEEF KAVUNGAL
K CHEKKU HAJI
MOHAMMED MANNAMPARAMBIL
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