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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹3.4 L+₹13,570.39 (4.19%)Rejected-Finance MUNDAKANDAM CHERUVATHUR VILLAGE | L2 | Rejected-Finance L2 | |
| 3 | L3₹3.6 L+₹37,807.20 (11.7%)Rejected-Finance 2003 SUB TREASURY NILESWAR | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | PRABHAKARAN P L1 | RAJESH M L2 | babu k L3 |
|---|---|---|---|---|---|---|
| 1.00ROAD CONCRETING | ||||||
| 1.00 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 14.4 | cum | 527.95 ₹7,602.48 Lowest | 550.1 ₹7,921.44 | 589.97 ₹8,495.57 |
| 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. | 22.4 | cum | 1,984.49 ₹44,452.58 Lowest | 2,067.73 ₹46,317.15 | 2,216.48 ₹49,649.15 |
| 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) | 33.6 | cum | 7,636.65 ₹2,56,591.44 Lowest | 7,956.95 ₹2,67,353.52 | 8,529.17 ₹2,86,580.11 |
| 1.00 | 4.12:Construction of Water Bound Macadam using locally available material (Table 400.13) <br> Providing, laying spreading and compacting local material in block or large discrete particles, such as kankar, Laterite, Dhandla etc. as per Table 400.13 to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming requisite type of screening /binding materials to fill-up the interstices of laid material watering and compacting to the required density as per Clause 405.3 and Technical Specification Cluase 408. | 7.8 | cum | 1,909.8 ₹14,896.44 Lowest | 1,989.9 ₹15,521.22 | 2,131.45 ₹16,625.31 |
Tender Value
₹3.8 L
EMD Value
₹9,530
Closing Date
22 Aug 2025, 5:00 pmClosed
SUMESH KUMAR P
Assistant Engineer LID and EW Section, Cheruvathur Grama Panchayat
CONSTRUCTION OF ROAD FROM KANNAMKULAM FOOT PATH TO NH
2025_LSGD_784074_20
DB1/TN(03)/2025-26.
Open Tender
Civil Works - Roads
Item Rate
180 days
CHERUVATHUR
Please refer Tender documents.
7 documents required · 7 mandatory
₹840
Yes
₹9,530
Yes
9 Oct 2025
14 Aug 2025
26 Aug 2025
14 Aug 2025
22 Aug 2025
14 Aug 2025
Amount
ROAD CONCRETING
3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
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)
4.12:Construction of Water Bound Macadam using locally available material (Table 400.13) <br> Providing, laying spreading and compacting local material in block or large discrete particles, such as kankar, Laterite, Dhandla etc. as per Table 400.13 to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming requisite type of screening /binding materials to fill-up the interstices of laid material watering and compacting to the required density as per Clause 405.3 and Technical Specification Cluase 408.
RAJESH M (BID ID -2301172)
babu k (BID ID -2302825)
Bidder Name
babu k
PRABHAKARAN P
RAJESH M
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