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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.0 LAccepted-AOC AVALA THIRUVALLUR GRAMA PANCHAYATH | ₹2.0 L | 1 | Accepted-AOC 1 |
| 2 | 2₹2.0 LRejected-Finance EDAKKANDY MANNIL AVALA P O KOYILANDI TALUK KOZHIKODE DISTRICT | KOZHIKODE | KERALA | 612906 | ₹2.0 L | 2 | Rejected-Finance 2 |
| Sl No | Description | Qty | Unit | KAREEM M L2 | KUNHAMMAD E M L1 |
|---|---|---|---|---|---|
| 1.00Road concrete | |||||
| 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. | 12.4 | cum | 600 ₹7,440 | 600 ₹7,440 |
| 1.00 | 3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment 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. | 18.6 | cum | 15 ₹279 | 14.81 ₹275.47 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material | 12 | cum | 3,080 ₹36,960 | 3,077.04 ₹36,924.48 |
| 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) | 18 | cum | 8,785 ₹1,58,130 | 8,784.48 ₹1,58,120.64 |
Tender Value
₹2.0 L
EMD Value
₹5,069
Closing Date
5 Nov 2025, 3:00 pmClosed
Assistant Engineer
LSGD section Cheruvannur GP
Annual Plan-Cheruvannur Gp 2025-26 Pro no ,269/26,Rennovation of Malayil Makham road
2025_LSGD_815257_16
AE/LSGD/TN/4/2025-26
Open Tender
Civil Works - Roads
270 days
Cheruvannur GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹555
Yes
₹5,069
Yes
7 Jan 2026
27 Oct 2025
6 Nov 2025
27 Oct 2025
5 Nov 2025
27 Oct 2025
Amount
Road 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 (i) Compacting original ground supporting embankment 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) (A) By Mix in Place Method 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. (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)
KAREEM M (BID ID -2429000)
Bidder Name
KUNHAMMAD E M
KAREEM M
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