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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 LAccepted-AOC | L1 | Accepted-AOC ACCEPTED | |
| 2 | L2₹2.9 L+₹7,198.35 (2.56%)Rejected-AOC | L2 | Rejected-AOC REJECTED | |
| 3 | L3₹3.0 L+₹21,595.85 (7.69%)Rejected-AOC | L3 | Rejected-AOC REJECTED |
| Sl No | Description | Qty | Unit | PALAKKAD DISTRICT CONTRACTORS CO OP SOCIETY L3 | YOOSUF TK L2 | SUROJ L1 |
|---|---|---|---|---|---|---|
| 1.00Road Retarring | ||||||
| 1.00 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 2.87 | cum | 1,925 ₹5,522.83 | 1,834 ₹5,261.75 | 1,788.23 ₹5,130.43 Lowest |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 7.33 | cum | 70.18 ₹514.07 | 66.84 ₹489.6 | 65.17 ₹477.37 Lowest |
| 1.00 | OD121373/2026-2027: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 manually compacting to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material. Derived from Code 4.1.A.1 | 2.93 | cum | 3,307.78 ₹9,691.8 | 3,150 ₹9,229.5 | 3,071.51 ₹8,999.52 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) | 28.55 | cum | 10,041.93 ₹2,86,646.89 | 9,563.75 ₹2,72,997.24 | 9,324.66 ₹2,66,172.42 Lowest |
Tender Value
₹2.9 L
EMD Value
₹7,199
Closing Date
1 Oct 2026, 2:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
REENA.V
Office of the Assistant Engineer,LID EW section,Karakurussi gp
Annual Plan-Karakurussi gp 2026/27,Project No-238/26-27-THANNIKKUNNU ROAD R E C O N C R E T E A N D I R I S H CONSTRUCTION-General Civil Work
2026_LSGD_871994_13
02/26-27/AE/LSGD/KKSY
Open Tender
Civil Works - Roads
Item Rate
300 days
Karakurussi gp
Please refer Tender documents.
11 documents required · 11 mandatory
₹635
Yes
₹7,199
Yes
23 Oct 2026
24 Sept 2026
3 Oct 2026
24 Sept 2026
1 Oct 2026
24 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Retarring | |||||
| 1.001 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 2.87 | cum | - | - |
| 1.002 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 7.33 | cum | - | - |
| 1.003 | OD121373/2026-2027: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 manually compacting to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material. Derived from Code 4.1.A.1 | 2.93 | cum | - | - |
| 1.004 | 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) | 28.55 | cum | - | - |
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