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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 LAccepted-AOC N A | ₹1.7 L | L1 | Accepted-AOC Accepted Vide Resolution No.lll(1)dtd.12/03/2026 of Chekkiad GP |
| 2 | L2₹1.8 LRejected-AOC | ₹1.8 L | L2 | Rejected-AOC Higher rate and hence not admitted |
| 3 | L3₹2.9 LRejected-AOC | ₹2.9 L | L3 | Rejected-AOC Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | Basheer P C L1 | RIJESH M K L2 | BINILLAL.MP L3 |
|---|---|---|---|---|---|---|
| 1.00Detailed Estimate | ||||||
| 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. | 13.5 | cum | 15.04 ₹203.04 | 16 ₹216 | 250 ₹3,375 |
| 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 | 10.2 | cum | 3,124.47 ₹31,869.59 | 3,343 ₹34,098.6 | 10,000 ₹1,02,000 |
| 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) | 13.5 | cum | 8,926.16 ₹1,20,503.16 | 9,550 ₹1,28,925 | 12,000 ₹1,62,000 |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 1.8 | cum | 8,574.28 ₹15,433.7 | 9,174 ₹16,513.2 | 11,000 ₹19,800 |
Tender Value
₹1.7 L
EMD Value
₹4,200
Closing Date
11 Mar 2026, 5:00 pmClosed
SHEELA P R
ASSISTANT ENGINEER LID EW SECTION CHEKKIAD GP
Annual Plan LSGD ANNUAL PLAN 2025 26 CHEKKIAD GP PR NO 336 Construction of korothu vannantavida mukku road completion IN WARD 15 General Civil Work
2026_LSGD_843573_3
009/2025-26/AE/LIDEW/CKD
Open Tender
Civil Works - Others
180 days
CHEKKIAD GRAMA PANCHAYATH
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹4,200
Yes
24 Jun 2026
4 Mar 2026
12 Mar 2026
4 Mar 2026
11 Mar 2026
4 Mar 2026
Detailed Estimate
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)
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
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