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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.8 LAccepted-AOC | 1 | Accepted-AOC 1 | |
| 2 | Rejected-Technical KODASSERY PARAMBIL H LESWARAM P O OMASSERY 673 582 | OMASSERY | KOZHIKODE | KERALA | 673582 | - | Rejected-Technical 491846 | |
| 3 | Rejected-Technical | - | Rejected-Technical 500846 |
Tender Value
₹5.1 L
EMD Value
₹12,711
Closing Date
1 Oct 2024, 5:00 pmClosed
AEE Kunnamangalam Sub division
AEE Kunnamangalam Sub division
Kunnamangalam Block Panchayath Annual Plan 2024-25.Proj no 136/2025 Pettumthadayil-Penakkavu Colony Road Renovations in Chathamangalam Grama Panchayath
2024_LSGD_692106_1
AE/TN-2/KGM/2024-25(7)
Open Tender
Civil Works - Roads
Item Rate
180 days
Kunnamangalam
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,125
Yes
₹12,711
Yes
6 Nov 2024
24 Sept 2024
3 Oct 2024
24 Sept 2024
1 Oct 2024
24 Sept 2024
Amount
ROAD WORK
3.8.2:Excavation in Ordinary Rock with Dozer with lead upto 100 m <br> Excavation for roadway in ordinary rock by deploying a dozer D-50 including cutting and pushing the cut earth to site of embankment upto a distance of 100 m (average lead 50 m), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross-sections with lift upto 1.5 m.
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
OD119983/2024-2025:od1686307/2021_2022 DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site 60.7.1
12.5.1.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 <br> For height upto 5 m <br> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)
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
75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <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
75.5.2.3pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
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)
OD94200/2024-2025:Supplying and Fixing Name Board, With Good quality 18 mm Thick Granite Stone Piece , Square or Rectangular Shape, Suitable to Fixing Plae,Minimum 0.40 Sqm To maximum 0.50 Sqm, Fixed at Site With Cement Mortar 1:4,12 mm Thick , And permanantly Engraving the details of Work on the Stone as Directed by Officers , Including all Cost of Material,Conveyance, Labour etc Complete
AHAMMED KUTTY
SADIK K P
Bidder Name
AHAMMED KUTTY
KOZHIKODE JILLA LABOUR CONTRACT AND CONSTRACTION CO OP SOCIETY LTD
SADIK K P
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1077729.pdf
boq_comp_chart.xlsx
xlsx
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