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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.1 LAccepted-AOC DOOR NO 41 1387 E PANAMPILLY AVENUE KOCHI 682036 | ERNAKULAM | KERALA | 682036 | ₹3.1 L | L1 | Accepted-AOC AS PER BOARD RESOLUTION |
| 2 | L2₹3.2 LRejected-AOC NOT AVAILABLE | NA | NA | 121004 | ₹3.2 L | L2 | Rejected-AOC AS PER BOARD RESOLUTION |
| Sl No | Description | Qty | Unit | ALI AZHAR L1 | SURESH BABU K L2 |
|---|---|---|---|---|---|
| 1.00CONCRETE | |||||
| 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. | 17.4 | cum | 609.86 ₹10,611.56 | 700 ₹12,180 |
| 1.00 | 3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 14.4 | cum | 15.04 ₹216.58 | 20 ₹288 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 18.3 | cum | 3,124.47 ₹57,177.80 | 3,200 ₹58,560 |
| 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) | 27.45 | cum | 8,926.17 ₹2.5 L | 9,000 ₹2.5 L |
Tender Value
₹3.1 L
EMD Value
₹7,826
Closing Date
2 Feb 2026, 4:00 pmClosed
ASSISTANT ENGINEE NADAPURAM GP
OFFICE OF THE ASSISTANT ENGINEER LID AND EW SECTION NADAPURAM GRAMA PANCHAYATH KALLACHI
Annual Plan Project number 306 26 Moorippurath Road Second Reach Ward 8 IN NADAPURAM GP General Civil Work NEW PR NO 506
2026_LSGD_830530_1
T6202526AELIDEWNDPM
Open Tender
Civil Works - Roads
365 days
NADAPURAM
Please refer Tender documents.
11 documents required · 11 mandatory
₹690
Yes
₹7,826
Yes
26 May 2026
24 Jan 2026
4 Feb 2026
24 Jan 2026
2 Feb 2026
24 Jan 2026
CONCRETE
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.
3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
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)
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