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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.8 LAccepted-AOC | L1 | Accepted-AOC AGREEMENT EXECUTED |
| Sl No | Description | Qty | Unit | Viju P T L1 |
|---|---|---|---|---|
| 1.00TILING | ||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 950 | sqm | 10.76 ₹10,222 Lowest |
| 1.00 | OD23716/2022-2023:Filling up low lying and wtaerlogged areas with local material/quarry muck , spreading in layers, levelling the top at site and consolidation by ramming etc complete for improving CBR of subgrade | 142.5 | cum | 1,795.66 ₹2,55,881.55 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. | 380 | cum | 505.02 ₹1,91,907.6 Lowest |
| 1.00 | OD23718/2022-2023:Providing and Laying of interlocking Concrete Block Pavements using 80mm M40 interlocking paver blocks made by strong vibratory compaction of approved size, design and shape , laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness etc all complete as per the officers in charge | 650 | sqm | 1,104.27 ₹7,17,775.5 Lowest |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 30.3 | cum | 8,735.53 ₹2,64,721.5 Lowest |
| 2.00DRAIN | ||||
| 2.00 | 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 | 94.9 | cum | 392.56 ₹37,253.94 Lowest |
| 2.00 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 14.6 | cum | 8,533.15 ₹1,24,583.99 Lowest |
| 2.00 | 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) | 49.8 | cum | 8,340.94 ₹4,15,378.81 Lowest |
Tender Value
₹21.7 L
EMD Value
₹50,000
Closing Date
14 Feb 2025, 4:00 pmClosed
Executive Engineer
O/o the Executive Engineer, LSGD Division, Kakkanad, Ernakulam.
Refer Tender Document
2023_LSGD_553461_5
ET77/MLA-ADS/EE/LSGD/22-23
Open Tender
Civil Works - Roads
Item Rate
180 days
KAKKANAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
17 Nov 2025
5 Feb 2025
17 Feb 2025
5 Feb 2025
14 Feb 2025
5 Feb 2025
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