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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.3 LAccepted-AOC | ₹4.3 L | L1 | Accepted-AOC AGREEMENT EXECUTED BETWEEN CONTRACTOR AND AE |
| 2 | L2₹4.6 LRejected-AOC | ₹4.6 L | L2 | Rejected-AOC HIGHER BID |
| 3 | L3₹4.6 LRejected-AOC | ₹4.6 L | L3 | Rejected-AOC HIGHER BID |
| 4 | L4₹4.7 LRejected-AOC | ₹4.7 L | L4 | Rejected-AOC HIGHER BID |
| 5 | L5₹4.8 LRejected-AOC | ₹4.8 L | L5 | Rejected-AOC HIGHER BID |
| Sl No | Description | Qty | Unit | Dileep Kumar C K L2 | M P PREMAN L3 | ANANDAN K V M L1 | SHIJIN N K L4 | MALABAR LABOUR CONTRACT CO-OPERATIVE SOCIETY LTD L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00Road Concrete | ||||||||
| 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. | 89.2 | cum | 57.7 ₹5,146.84 | 58.53 ₹5,220.88 | 54.37 ₹4,849.80 | 55.9 ₹4,986.28 | 60.84 ₹5,426.93 |
| 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 | 30.23 | cum | 2,823.79 ₹85,349.05 | 2,855.76 ₹86,315.35 | 2,652.67 ₹80,176.95 | 2,870 ₹86,745.75 | 2,968.25 ₹89,715.36 |
| 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) | 45.34 | cum | 8,042.47 ₹3.6 L | 8,158.51 ₹3.7 L | 7,578.31 ₹3.4 L | 8,194 ₹3.7 L | 8,479.85 ₹3.8 L |
| 1.00 | OD88272/2025-2026:Supplying and fixing name board of size 75cmx45cm made with GI Plane sheets
1.25mm thick (clacc III) fitted with 35x35x4mm MS Angle 2Nos horizondallyand 3
Nos verticallyto make a frame for strenthening the GI Sheet, fitted 2Nos 32mm GI
Pipe vertically 90cm above from ground level and fixing in cement concrete 1:2:4 ,
30cm X 30cmX30cm including cost and conveyance of all materials all labour charges
fabricating etc.completed | 1 | each | 2,983.6 ₹2,983.60 | 3,297.27 ₹3,297.27 | 3,062.78 ₹3,062.78 | 3,950 ₹3,950 | 3,421.44 ₹3,421.44 |
Tender Value
₹5.1 L
EMD Value
₹12,711
Closing Date
19 Aug 2025, 6:00 pmClosed
SUBEESH T
Office of the Assistant Engineer, LID EW Section, Panoor Municipality
Annual Plan-PROJECT NO-645/25-26 KIYAKKAYIL PAYALATH ROAD CONCRETING-WARD 34-PANOOR MUNICIPALITY-General Civil Work
2025_LSGD_784987_22
AE/LSGD/PNR/10/2025
Open Tender
Civil Works - Roads
180 days
Office of Assistant Engineer, Panoor Municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,125
Yes
₹12,711
Yes
12 Jun 2026
12 Aug 2025
21 Aug 2025
12 Aug 2025
19 Aug 2025
12 Aug 2025
Amount
Road Concrete
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) <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)
OD88272/2025-2026:Supplying and fixing name board of size 75cmx45cm made with GI Plane sheets 1.25mm thick (clacc III) fitted with 35x35x4mm MS Angle 2Nos horizondallyand 3 Nos verticallyto make a frame for strenthening the GI Sheet, fitted 2Nos 32mm GI Pipe vertically 90cm above from ground level and fixing in cement concrete 1:2:4 , 30cm X 30cmX30cm including cost and conveyance of all materials all labour charges fabricating etc.completed
Dileep Kumar C K (BID ID -2293515)
M P PREMAN (BID ID -2294385)
SHIJIN N K (BID ID -2294471)
MALABAR LABOUR CONTRACT CO-OPERATIVE SOCIETY LTD (BID ID -2294643)
Bidder Name
M P PREMAN
Dileep Kumar C K
SHIJIN N K
ANANDAN K V M
MALABAR LABOUR CONTRACT CO-OPERATIVE SOCIETY LTD
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