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| Sl No | Description | Qty | Unit | P.A ISAAC L1 | MANU.A.I L2 |
|---|---|---|---|---|---|
| 1.00Renovation | |||||
| 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 | 8.64 | cum | 435.89 ₹3,766.09 Lowest | 454.74 ₹3,928.95 |
| 1.00 | OD231358/2025-2026:Filling up low lying and water logged areas with local material/Quarry muck, spreading in layers, levelling the top at site and consolidation by ramming etc. complete. | 5.76 | cum | 1,712.01 ₹9,861.18 Lowest | 1,786.06 ₹10,287.71 |
| 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) | 29.78 | cum | 9,442.21 ₹2,81,217.34 Lowest | 9,850.66 ₹2,93,382.21 |
| 2.00ROAD SIDE PITCHING | |||||
| 2.00 | 11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 20.64 | cum | 929.86 ₹19,192.31 Lowest | 970.08 ₹20,022.45 |
| 2.00 | OD202487/2025-2026:Dry Rubble Masonry with hard stone excluding through /bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved data 75.7.1, drawing and relevant technical specification. | 48.59 | cum | 6,915.57 ₹3,36,027.55 Lowest | 7,214.66 ₹3,50,560.33 |
| 2.00 | 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) | 1.94 | cum | 9,070.15 ₹17,550.74 Lowest | 9,462.33 ₹18,309.61 |
Tender Value
₹6.8 L
EMD Value
₹16,905
Closing Date
11 Sept 2025, 5:00 pmClosed
George Thomas Chirayil
Office of the Assistant Engineer, LIDEW Section, Chettikulangara Grama Panchayat
Puthentharayil Junction to Peringara Padeettathi Junction Road Maintenance Ward 4 in Chettikulangara GP 202526 proj no 293
2025_LSGD_793167_1
02/2025-26/AE/LIDEW/CHTGP/1 PHASE
Open Tender
Civil Works - Roads
Item Rate
180 days
Chettikulangara GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,495
Yes
₹16,905
Yes
29 Oct 2025
1 Sept 2025
15 Sept 2025
1 Sept 2025
11 Sept 2025
1 Sept 2025
Amount
Renovation
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
OD231358/2025-2026:Filling up low lying and water logged areas with local material/Quarry muck, spreading in layers, levelling the top at site and consolidation by ramming etc. complete.
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)
ROAD SIDE PITCHING
11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth
OD202487/2025-2026:Dry Rubble Masonry with hard stone excluding through /bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved data 75.7.1, drawing and relevant technical specification.
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)
MANU.A.I (BID ID -2334876)
Bidder Name
P.A ISAAC
MANU.A.I
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