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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹4.2 L+₹8,044.99 (1.94%)Rejected-AOC | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | K V BALAKRISHNAN L1 | N V GANESHAN L2 |
|---|---|---|---|---|---|
| 1.00CC Pavement | |||||
| 1.00 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 76.5 | cum | 62.82 ₹4,805.73 Lowest | 64.04 ₹4,899.06 |
| 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. | 25.5 | cum | 2,275.72 ₹58,030.86 Lowest | 2,319.8 ₹59,154.9 |
| 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) | 38.25 | cum | 8,756.56 ₹3,34,938.42 Lowest | 8,926.16 ₹3,41,425.62 |
| 1.00 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 1.3 | cum | 50.05 ₹65.07 Lowest | 51.02 ₹66.33 |
| 1.00 | OD235395/2025-2026:Laterite masonry with neatly dressed laterite stone of size 35x20x20 cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | 2.88 | cum | 6,079.5 ₹17,508.96 Lowest | 6,197.25 ₹17,848.08 |
Tender Value
₹4.2 L
EMD Value
₹10,585
Closing Date
21 Oct 2025, 5:00 pmClosed
Assistant Engineer
Office of Asst Engineer
KPGP 74/25-26-Providing concrete works to Cheruvichery Anganwadi Cherkkal road
2025_LSGD_808134_2
AELIDEWKDNPLY05
Open Tender
Civil Works - Roads
Item Rate
240 days
Kadannappally
Please refer Tender documents.
9 documents required · 9 mandatory
₹935
Yes
₹10,585
Yes
6 Feb 2026
13 Oct 2025
23 Oct 2025
13 Oct 2025
21 Oct 2025
13 Oct 2025
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