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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.1 LAccepted-AOC | ₹3.1 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| 3 | Rejected-Technical SRO STAMP VENDOR RAJAPURAM 671532 | KASARAGOD | KERALA | 671532 | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | V V Manojan L3 | K Achuthan L2 | THAMBAN T L1 |
|---|---|---|---|---|---|---|
| 1.00Road concrete | ||||||
| 1.00 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> 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. | 64.8 | cum | 60 ₹3,888 | 52.6 ₹3,408.48 | 47.26 ₹3,062.45 Lowest |
| 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. <br>(ii) Using Gravel mix soil. | 21.6 | cum | 2,200 ₹47,520 | 1,905.51 ₹41,159.02 | 1,726.61 ₹37,294.78 Lowest |
| 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) | 32.4 | cum | 7,000 ₹2,26,800 | 7,332.56 ₹2,37,574.94 | 6,644.28 ₹2,15,274.67 Lowest |
| 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 | 7.7 | cum | 100 ₹769.5 | 41.9 ₹322.42 | 37.66 ₹289.79 Lowest |
| 2.00Side protection | ||||||
| 2.00 | OD345450/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | 13.39 | cum | 6,000 ₹80,370 | 4,691 ₹62,835.95 | 4,250 ₹56,928.75 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,592
Closing Date
10 Nov 2025, 6:00 pmClosed
Sumisha K K
Office of the Assistant Engineer, LIDEW Section, Ajanur Grama Panchayat
461/26-G L P S Chittari Vaniyampara road balance portion concrete
2025_LSGD_817403_18
06/2025-26/AE/LSGD/AJR
Open Tender
Civil Works - Roads
Item Rate
180 days
Ajanur Gramapanchayath
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,592
Yes
18 Jul 2026
1 Nov 2025
12 Nov 2025
1 Nov 2025
10 Nov 2025
1 Nov 2025
Amount
Road concrete
3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> 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.
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. <br>(ii) Using Gravel mix soil.
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)
3.5.3: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
Side protection
OD345450/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
K Achuthan (BID ID -2434203)
V V Manojan (BID ID -2434365)
Bidder Name
V V Manojan
THAMBAN T
K Achuthan
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