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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.7 LAccepted-AOC | ₹17.7 L | L1 | Accepted-AOC Accepted Vide Resolution No.lll(1)dtd.12/03/2026 of Chekkiad GP |
| 2 | L2₹18.2 LRejected-AOC N A | ₹18.2 L | L2 | Rejected-AOC Second bidder. Kept in abeyance till the execution of agmnt by the First Bidder |
| Sl No | Description | Qty | Unit | Basheer P C L2 | T KUNHIRAMAN L1 |
|---|---|---|---|---|---|
| 1.00Road work | |||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 291 | cum | 450 ₹1,30,950 | 412.06 ₹1,19,909.46 |
| 1.00 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 117 | cum | 70 ₹8,190 | 64.04 ₹7,492.68 |
| 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 | 58.5 | cum | 3,150 ₹1,84,275 | 3,124.47 ₹1,82,781.5 |
| 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) | 87.75 | cum | 9,000 ₹7,89,750 | 8,926.16 ₹7,83,270.54 |
| 2.00GROUND | |||||
| 2.00 | 2.7.1:Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock | 1,404.5 | cum | 500 ₹7,02,250 | 483.34 ₹6,78,851.03 |
Tender Value
₹17.7 L
EMD Value
₹44,308
Closing Date
12 Mar 2026, 11:00 amClosed
SHEELA P R
ASSISTANT ENGINEER LID EW SECTION CHEKKIAD GP
Annual Plan LSGD ANNUAL PLAN 2025 26 CHEKKIAD GP PR NO 102 Construction of Odorakkunnu Play ground IN WARD 8 General Civil Work
2026_LSGD_843573_1
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
₹2,760
Yes
₹44,308
Yes
25 Jun 2026
4 Mar 2026
12 Mar 2026
4 Mar 2026
12 Mar 2026
4 Mar 2026
Road work
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
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)
GROUND
2.7.1:Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock
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