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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.2 LAccepted-Finance | ₹10.2 L | L1 | Accepted-Finance L1 |
| 2 | L2₹10.8 LAccepted-Finance | ₹10.8 L | L2 | Accepted-Finance L2 |
| Sl No | Description | Qty | Unit | M P PREMAN L1 | ANANDAN K V M L2 |
|---|---|---|---|---|---|
| 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. | 185.1 | cum | 59.49 ₹11,011.60 | 60 ₹11,106 |
| 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 | 61.7 | cum | 2,902.63 ₹1.8 L | 3,058.85 ₹1.9 L |
| 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) | 92.55 | cum | 8,292.4 ₹7.7 L | 8,738.71 ₹8.1 L |
| 1.00 | OD94815/2025-2026: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 | 3,348 ₹3,348 | 3,528 ₹3,528 |
| 2.00HANDRAIL | |||||
| 2.00 | 50.10.2:Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete | 350.72 | kg | 163 ₹57,167.03 | 170 ₹59,622.06 |
| 2.00 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.19 | cum | 8,111 ₹1,557.31 | 8,200 ₹1,574.40 |
| 2.00 | 13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work | 19.8 | sqm | 132 ₹2,614.13 | 139 ₹2,752.76 |
Tender Value
₹11.0 L
EMD Value
₹27,507
Closing Date
10 Mar 2026, 6:00 pmClosed
JINITHA KUMARI P
Office of the Assistant Engineer, LID and EW Section, Panoor Municipality
LAC-ADS-LAC-ADS 25-26 KARUVAN KUNNUMMAL VAANIYANTAVIDA P R KURUP MEMMORIAL ROAD-WARD 34-PANOOR MUNICIPALITY-General Civil Work
2025_LSGD_817332_70
AE/LSGD/PNR/13/2025
Open Tender
Civil Works - Roads
180 days
PANOOR MUNICIPALITY
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹27,507
Yes
13 May 2026
3 Mar 2026
12 Mar 2026
3 Mar 2026
10 Mar 2026
3 Mar 2026
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) (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)
OD94815/2025-2026: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
HANDRAIL
50.10.2:Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete
4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
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