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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹84,663.79Accepted-AOC | ₹84,663.79 | L1 | Accepted-AOC l1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical 87837.03 |
| 3 | Rejected-Technical | - | - | Rejected-Technical 86929.70 |
| Sl No | Description | Qty | Unit | C R AJITPRASAD L3 | SAJEESH.P L2 | Musthafa K P L1 |
|---|---|---|---|---|---|---|
| 1.00Interlocking | ||||||
| 1.00 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 4.66 | cum | 1,559.43 ₹7,263.82 | 1,610 ₹7,499.38 | 1,602.71 ₹7,465.42 |
| 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. | 19.72 | sqm | 9.49 ₹187.14 | 12 ₹236.64 | 9.76 ₹192.47 |
| 1.00 | OD283720/2024-2025: 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 | 6.17 | cum | 914.43 ₹5,637.46 | 35 ₹215.78 | 29.66 ₹182.85 |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 5.05 | cum | 2,169.7 ₹10,967.83 | 2,300 ₹11,626.50 | 2,229.91 ₹11,272.20 |
| 1.00 | OD283721/2024-2025:Flooring with interlocking paving blocks 80mm thick M 30 GRADE,over a bed of 6mm metal
filing in 50mm average thick and compacting using earth hammer/compacting ting machine
hand operated including cost and conveyance of all materials labour charges, etc complete.
Excluding cost of edge concreting (16.91.2 modified) | 34.72 | 1 sqm | 982.53 ₹34,113.44 | 1,020 ₹35,414.40 | 1,009.8 ₹35,060.26 |
| 1.01 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 3.52 | cum | 8,031.89 ₹28,288.32 | 8,500 ₹29,937 | 8,254.77 ₹29,073.30 |
| 1.01 | OD297661/2024-2025:Providing and fixing Name board of size 60 x 45 cm using 1 mm thick MS sheet and&lt;br&gt;25x25x4 mm angle section and fixing in 150 cm (120cm above GL and 30 cm below GL) overall height (25x25x4&lt;br&gt;mm angle section) post including fixing in 20x20x30 cm concrete block below ground level | 1 | each | 1,379.02 ₹1,379.02 | 2,000 ₹2,000 | 1,417.29 ₹1,417.29 |
Tender Value
₹84,664
EMD Value
₹2,117
Closing Date
23 Dec 2024, 6:00 pmClosed
ASSISTANT ENGINEER
OFFICE OF THE ASSISTANT ENGINEER KULUKKALLUR GP
Annual Plan-KULUKKALLUR GP - 2024-25, PROJ No- 17-2024-25 ,VERENGA PARAMBU POOKOTTUKULAM ROAD NAVEEKARANAM-WARD- 03
2024_LSGD_716285_23
01/AE/KLR/LSGD/2024-25(1)
Open Tender
Civil Works - Roads
180 days
KULUKKALLUR GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹555
₹2,117
KULUKKALLUR GP
27 May 2026
16 Dec 2024
26 Dec 2024
16 Dec 2024
23 Dec 2024
16 Dec 2024
16 Dec 2024 - 18 Dec 2024
16 Dec 2024
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