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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹97,943.43Accepted-AOC | ₹97,943.43 | L1 | Accepted-AOC l1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical 101679.34 |
| 3 | Rejected-Technical | - | - | Rejected-Technical 105933.46 |
| 4 | Rejected-Technical | - | - | Rejected-Technical 98870.65 |
| 5 | Rejected-Technical | - | - | Rejected-Technical 116946.78 |
| Sl No | Description | Qty | Unit | C R AJITPRASAD L1 | ANWAR CONSTRUCTION L3 | muhhamed musthafa P L4 | Musthafa K P L2 | RAMACHANDRAN.V L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00CONCRETING | ||||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | 63.7 | sqm | 7.52 ₹479.02 | 7.81 ₹497.50 | 8.06 ₹513.42 | 8 ₹509.60 | 8.97 ₹571.39 |
| 1.00 | 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. | 16.88 | cum | 49.55 ₹836.45 | 51.46 ₹868.70 | 54.25 ₹915.79 | 50 ₹844.05 | 59.17 ₹998.85 |
| 1.00 | OD280298/2024-2025:Granular sub-base/base/ surface course with local materials ( Table 400.13) by mix inplace method normal. Construction of granular sub-base by providing local material spreading in uniform layers manually mixing by mix in place method and compacting with rammers to achieve the desured density complete as per Clause 401.4 as per Technical Specification Clause 408. ii Using Gravel mix soil | 8.44 | cum | 1,612.86 ₹13,612.54 | 1,764.66 ₹14,893.73 | 1,817.5 ₹15,339.70 | 1,650 ₹13,926 | 1,925.8 ₹16,253.75 |
| 1.00 | 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) | 12.66 | cum | 6,360.3 ₹80,521.40 | 6,455 ₹81,720.30 | 6,727.5 ₹85,170.15 | 6,350 ₹80,391 | 7,594.38 ₹96,144.85 |
| 1.00 | OD280297/2024-2025:Engaging Labour For Clearing site | 2 | Day | 701 ₹1,402 | 727.85 ₹1,455.70 | 622.2 ₹1,244.40 | 900 ₹1,800 | 837.02 ₹1,674.04 |
| 1.01 | OD280299/2024-2025: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 | 1,092.02 ₹1,092.02 | 2,243.41 ₹2,243.41 | 2,750 ₹2,750 | 1,400 ₹1,400 | 1,303.9 ₹1,303.90 |
Tender Value
₹1.3 L
EMD Value
₹3,178
Closing Date
23 Dec 2024, 6:00 pmClosed
ASSISTANT ENGINEER
OFFICE OF THE ASSISTANT ENGINEER KULUKKALLUR GP
ANNUAL PLAN- KULUKKALLUR GP- 2024-2025 -PRO NO-39-2025- KORATTY MULAYANKAVU ROAD RENNOVATION
2024_LSGD_716285_17
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
₹3,178
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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