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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.1 LAccepted-AOC | L1 | Accepted-AOC Accepted Vide Resolution No.23(1)/2026 dtd.12/03/2026 of Sreekandapuram Municipality | |
| 2 | L2₹5.7 L+₹54,937.11 (10.8%)Rejected-AOC | L2 | Rejected-AOC Higher rate hence rejected |
| Sl No | Description | Qty | Unit | NIGESH V V L1 | HAMSAKUTTY M L2 |
|---|---|---|---|---|---|
| 1.00CONCRETE ROAD | |||||
| 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. | 77.4 | cum | 55 ₹4,257 Lowest | 60.99 ₹4,720.63 |
| 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. | 29.02 | cum | 1,994 ₹57,875.85 Lowest | 2,209.61 ₹64,133.93 |
| 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) | 58.05 | cum | 7,676 ₹4,45,591.8 Lowest | 8,502.17 ₹4,93,550.97 |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 4.5 | cum | 524 ₹2,358 Lowest | 580.94 ₹2,614.23 |
Tender Value
₹5.9 L
EMD Value
₹14,830
Closing Date
10 Mar 2026, 6:00 pmClosed
BINDU P.S
Assistant Engineer Sreekandapuram Municipality
Project No. 568/25-26 Madampam Kambipalam-Thrikkadamb vayal Road Concreting in B/w Ch. 0/465 to 0/594 km
2026_LSGD_843418_24
PW1-4013331-5-2025
Open Tender
Civil Works - Roads
Item Rate
180 days
SREEKANDAPURAM MUNICIPALITY
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,310
Yes
₹14,830
Yes
6 Jun 2026
5 Mar 2026
11 Mar 2026
5 Mar 2026
10 Mar 2026
5 Mar 2026
CONCRETE ROAD
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.
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.
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)
3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
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