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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹1.7 L+₹2,152.38 (1.30%)Rejected-Finance 16011933 M C SUDHAKARAN | L2 | Rejected-Finance LOWEST BIDDER ACCEPTED | |
| 3 | L3₹1.7 L+₹9,077.68 (5.50%)Rejected-Finance KOLLAM KOLLAM KERALA 673585 | KOZHIKODE | KERALA | 673585 | L3 | Rejected-Finance LOWEST BIDDER ACCEPTED | |
| 4 | L4₹1.7 L+₹9,487.32 (5.75%)Rejected-Finance | L4 | Rejected-Finance LOWEST BIDDER ACCEPTED | |
| 5 | L5₹1.8 L+₹14,866.07 (9.01%)Rejected-Finance | L5 | Rejected-Finance LOWEST BIDDER ACCEPTED |
| Sl No | Description | Qty | Unit | RITHU M.V L3 | Suresh kumar.t.v L1 | RAMACHANDRAN M L6 | ASWIN A L7 | VINOD M L4 | BIJUKUMAR V L5 | JAMSHID TK L2 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Road concrete | ||||||||||
| 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. | 19.51 | cum | 13 ₹253.6 | 10 ₹195.08 Lowest | 14 ₹273.11 | 13.02 ₹253.99 | 14 ₹273.11 | 12.59 ₹245.61 | 35 ₹682.78 |
| 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 | 13.01 | cum | 2,531 ₹32,915.66 | 2,400 ₹31,212 | 2,750 ₹35,763.75 | 2,704.72 ₹35,174.88 | 2,600 ₹33,813 | 2,615.48 ₹34,014.32 | 2,396 ₹31,159.98 Lowest |
| 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) | 19.51 | cum | 7,226 ₹1,40,964.81 | 6,851 ₹1,33,649.31 Lowest | 7,400 ₹1,44,359.2 | 7,721.56 ₹1,50,632.19 | 7,200 ₹1,40,457.6 | 7,466.81 ₹1,45,662.53 | 6,939 ₹1,35,366.01 |
Tender Value
₹2.1 L
EMD Value
₹5,292
Closing Date
25 Sept 2025, 6:00 pmClosed
ASSISTANT ENGINEER
O/o ASSISTANT ENGINEER KAKKODI GP KAKKODI 673611
Annual Plan-64/25-26-CONSTRUCTION OF PARANGAT ROAD WARD 15-General Civil Work-at kakkodi GP
2025_LSGD_798280_6
148/2025/AE/LSGD/KKD
Open Tender
Civil Works - Roads
Item Rate
KAKKODI
Please refer Tender documents.
13 documents required · 13 mandatory
₹555
Yes
₹5,292
Yes
27 Nov 2025
18 Sept 2025
27 Sept 2025
18 Sept 2025
25 Sept 2025
18 Sept 2025
Amount
Road concrete
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)
JAMSHID TK (BID ID -2358825)
RITHU M.V (BID ID -2358515)
VINOD M (BID ID -2356601)
BIJUKUMAR V (BID ID -2355460)
RAMACHANDRAN M (BID ID -2358875)
ASWIN A (BID ID -2358895)
Bidder Name
RITHU M.V
RAMACHANDRAN M
VINOD M
Suresh kumar.t.v
ASWIN A
BIJUKUMAR V
JAMSHID TK
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