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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.9 LAccepted-Finance | L1 | Accepted-Finance L1 |
| Sl No | Description | Qty | Unit | P V BABYCHAN L1 |
|---|---|---|---|---|
| 1.00Tarring, retarring and side protection | ||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 20.72 | cum | 358.5 ₹7,428.12 Lowest |
| 1.00 | OD68180/2023-2024:Dry rubble masonry - Dry rubble masonry with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site Modified 60.7.1 | 54.98 | cum | 3,637.27 ₹1,99,995.29 Lowest |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 2.77 | cum | 8,296.75 ₹23,023.48 Lowest |
| 1.00 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 1.05 | cum | 7,617.3 ₹7,998.17 Lowest |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 54.67 | cum | 461.21 ₹25,216.66 Lowest |
| 1.01 | OD68432/2023-2024:Sectioning up to 150 mm and forming the surface for old road way levelling cambering etc complete as per direction of Engineer in charge | 379.9 | sqm | 25.31 ₹9,615.27 Lowest |
| 1.01 | OD71398/2023-2024:Construction of granular sub-base by providing local material spreading in uniform layers on prepared surface and compacting by ramming to achieve the desired density complete. (ii) Using Gravel mix soil/Quarry muck | 63.72 | cum | 1,639.87 ₹1,04,492.52 Lowest |
| 1.01 | 4.9:Wet Mix Macadam 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. By Mechanical Means with 1 km lead | 89.1 | cum | 3,316.46 ₹2,95,496.59 Lowest |
| 1.01 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates 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 | 594 | sqm | 82.78 ₹49,171.32 Lowest |
Tender Value
₹8.9 L
EMD Value
₹22,234
Closing Date
1 Nov 2024, 6:00 pmClosed
Assistant Engineer
O/o Assistant Executive Engineer, LSGD SUBDIVISION, ANGAMALY
LAC-ADS-2022-23-Thottakom Branch Canal Bund Road Tarring in Ward 4 of Kalady GP - General Civil Work
2024_LSGD_682266_2
ET3/AE/LSGD/24-25
Open Tender
Civil Works - Roads
Item Rate
330 days
Angamaly
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,965
Yes
₹22,234
Yes
22 Apr 2026
24 Oct 2024
4 Nov 2024
24 Oct 2024
1 Nov 2024
24 Oct 2024
24 Oct 2024 - 1 Nov 2024
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