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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹3.5 L+₹8,155.78 (2.41%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹3.5 L+₹12,390.52 (3.66%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹3.5 L+₹13,276.65 (3.93%)Rejected-Finance | L4 | Rejected-Finance L4 | |
| 5 | L5₹3.9 L+₹54,689.20 (16.2%)Rejected-Finance 2003 SUB TREASURY NILESWAR | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | PADMANABHAN P M L1 | babu k L5 | NV PURUSHOTHAMAN L2 | C NARAYANAN L6 | E RAVEENDRAN L3 | SUNIL KUMAR C L4 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00concrete | |||||||||
| 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. | 70.2 | cum | 51.11 ₹3,587.92 Lowest | 59.89 ₹4,204.28 | 52.35 ₹3,674.97 | 64.54 ₹4,530.71 | 52.99 ₹3,719.9 | 53.57 ₹3,760.61 |
| 1.00 | OD83939/2025-2026:
Filling with Quarry Muck <br> 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 | 6.75 | cum | 754.8 ₹5,094.9 Lowest | 877.1 ₹5,920.43 | 773.01 ₹5,217.82 | 945.17 ₹6,379.9 | 782.46 ₹5,281.61 | 784.49 ₹5,295.31 |
| 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. | 23.4 | cum | 1,867.45 ₹43,698.33 Lowest | 2,169.72 ₹50,771.45 | 1,912.48 ₹44,752.03 | 2,338.05 ₹54,710.37 | 1,935.86 ₹45,299.12 | 1,940.58 ₹45,409.57 |
| 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) | 35.1 | cum | 7,186.26 ₹2,52,237.73 Lowest | 8,349.23 ₹2,93,057.97 | 7,359.54 ₹2,58,319.85 | 8,997.01 ₹3,15,795.05 | 7,449.52 ₹2,61,478.15 | 7,467.52 ₹2,62,109.95 |
| 1.00 | 14.5.1:Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 Stone/Boulder | 1.69 | cum | 2,262.83 ₹3,819.66 Lowest | 2,629.81 ₹4,439.12 | 2,317.39 ₹3,911.75 | 2,833.85 ₹4,783.54 | 2,345.72 ₹3,959.58 | 2,352.1 ₹3,970.34 |
| 1.01 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m 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 | 3.36 | cum | 40.73 ₹136.85 Lowest | 47.73 ₹160.37 | 41.71 ₹140.15 | 51.42 ₹172.77 | 42.23 ₹141.89 | 42.68 ₹143.4 |
| 1.01 | 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 | 0.48 | cum | 6,763.73 ₹3,246.59 Lowest | 7,858.34 ₹3,772 | 6,926.82 ₹3,324.87 | 8,468.04 ₹4,064.66 | 7,011.5 ₹3,365.52 | 7,028.47 ₹3,373.67 |
| 1.01 | 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) | 1.44 | cum | 6,609.57 ₹9,517.78 Lowest | 7,679.73 ₹11,058.81 | 6,768.94 ₹9,747.27 | 8,275.57 ₹11,916.82 | 6,851.7 ₹9,866.45 | 6,868.72 ₹9,890.96 |
| 1.01 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 0.86 | cum | 7,429.08 ₹6,418.73 Lowest | 8,631.46 ₹7,457.58 | 7,608.21 ₹6,573.49 | 9,301.14 ₹8,036.18 | 7,701.23 ₹6,653.86 | 7,719.95 ₹6,670.04 |
Tender Value
₹4.2 L
EMD Value
₹10,587
Closing Date
22 Aug 2025, 5:00 pmClosed
SUMESH KUMAR P
Assistant Engineer LID and EW Section, Cheruvathur Grama Panchayat
ASSAAINARMUKK KAVUMCHIRA ROAD CONSTRUCTION
2025_LSGD_784074_22
DB1/TN(03)/2025-26.
Open Tender
Civil Works - Roads
Item Rate
180 days
CHERUVATHUR
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,587
Yes
23 Oct 2025
14 Aug 2025
26 Aug 2025
14 Aug 2025
22 Aug 2025
14 Aug 2025
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