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Tender ID
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₹2.4 LAccepted-AOC CHATTIKKAL HOUSE KOTTAPPADI | KOTTAYAM | KERALA | 686001 | L1 | Accepted-AOC Accepted Vide Resolution No.1(1) dtd.17-09-2025 of velom GP | |
| 2 | L2₹2.4 L+₹4,793.75 (2.00%)Rejected-AOC | L2 | Rejected-AOC Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | BIJU L1 | TOM KATTAKKAYAM L2 |
|---|---|---|---|---|---|
| 1.00ROAD CONCRETING | |||||
| 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. | 13.5 | cum | 15.04 ₹203.04 Lowest | 15.34 ₹207.09 |
| 1.00 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 2.7 | cum | 617.78 ₹1,668.01 Lowest | 630.13 ₹1,701.35 |
| 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 | 14.4 | cum | 3,124.47 ₹44,992.37 Lowest | 3,186.96 ₹45,892.22 |
| 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) | 21.6 | cum | 8,926.16 ₹1,92,805.06 Lowest | 9,104.68 ₹1,96,661.09 |
Tender Value
₹2.4 L
EMD Value
₹5,992
Closing Date
3 Sept 2025, 1:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Engineer
OFFICE OF THE ASSISTANT ENGINEER, LIDEW VELOM GP
AnnualPlanVELOMGPAAYADAKANDICHERAPURAM U P SCHOOL ROAD-PROJNO103/2025-26-General CivilWork
2025_LSGD_789659_1
37/TENDER/2025/AE/LIDEW/VELOM
Open Tender
Civil Works - Roads
Item Rate
240 days
VELOM GRAMA PANCHAYATH
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹5,992
Yes
21 Oct 2025
22 Aug 2025
8 Sept 2025
22 Aug 2025
3 Sept 2025
22 Aug 2025
Amount
ROAD CONCRETING
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.
3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
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)
TOM KATTAKKAYAM (BID ID -2323411)
Bidder Name
TOM KATTAKKAYAM
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finance_1301103.pdf
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