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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.0 LAccepted-AOC | ₹11.0 L | L1 | Accepted-AOC L1 |
| Sl No | Description | Qty | Unit | SUMESH B L1 |
|---|---|---|---|---|
| 1.00culvert | ||||
| 1.00 | 2.7.B:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br>(B) Rubble Stone Masonry in Cement Mortar | 5.4 | cum | 763 ₹4,120.20 |
| 1.00 | OD412364/2023-2024::RING BUND Type l puttinging bund as per approved shape 2.5 m bottom width ,1m
top
width using empty bag/polythene filled with earth placed in two rows at.6m appart and filled in between with
puddle clay to form bund for an average height 2 m including | 15 | metre | 1,585 ₹23,775 |
| 1.00 | OD412363/2023-2024:Bailing outwater using 5HP PUMP Bailingou of water with 5HP engine and pump set
including conveyance to site and errection cost of fuel lubrication oil and other stores ,pay of staff etc
complete | 156 | hour | 474.87 ₹74,079.72 |
| 1.00 | 11.1.1.1:Excavation for Structures 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. I. Ordinary soil (i) Upto 3 m depth | 9 | cum | 941 ₹8,469 |
| 1.00 | OD412362/2023-2024:Coconut pile-Supplying and stacking well matured straight coconut post | 120 | metre | 149.16 ₹17,899.20 |
| 1.01 | OD412361/2023-2024:Coconut pile -Driving down coconut pile to lines and levels through various strata
including all hire charges and labour for fixing staging platform and all other applainces necessary for pile
driving down after pointing the bottom end | 120 | metre | 1,347.89 ₹1.6 L |
| 1.01 | 14.8:Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3 | 5.58 | cum | 5,062.87 ₹28,230.56 |
| 1.01 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 1.02 | cum | 9,001.46 ₹9,217.50 |
| 1.01 | 12.5.4:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m IV. R.C.C. grade M 25 | 9.53 | cum | 10,991.68 ₹1.0 L |
Tender Value
₹11.0 L
EMD Value
₹27,506
Closing Date
23 Feb 2026, 5:00 pmClosed
MUNICIPAL ENGINEER
ALAPPUZHA MUNICIPALITY
Annual Plan-Project 615/23-24-Side protection works and culvert construction at east side of punnamada starting point near ponnappans house-( RE TENDER)
2026_LSGD_836452_1
T25/615/ME/LSGD/AMC/P3/2025
Open Tender
Civil Works - Others
ALAPPUZHA MUNICIPALITY
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹27,506
Yes
23 May 2026
16 Feb 2026
24 Feb 2026
16 Feb 2026
23 Feb 2026
16 Feb 2026
culvert
2.7.B:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br>(B) Rubble Stone Masonry in Cement Mortar
OD412364/2023-2024::RING BUND Type l puttinging bund as per approved shape 2.5 m bottom width ,1m top width using empty bag/polythene filled with earth placed in two rows at.6m appart and filled in between with puddle clay to form bund for an average height 2 m including
OD412363/2023-2024:Bailing outwater using 5HP PUMP Bailingou of water with 5HP engine and pump set including conveyance to site and errection cost of fuel lubrication oil and other stores ,pay of staff etc complete
11.1.1.1:Excavation for Structures 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. I. Ordinary soil (i) Upto 3 m depth
OD412362/2023-2024:Coconut pile-Supplying and stacking well matured straight coconut post
OD412361/2023-2024:Coconut pile -Driving down coconut pile to lines and levels through various strata including all hire charges and labour for fixing staging platform and all other applainces necessary for pile driving down after pointing the bottom end
14.8:Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6
12.5.4:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m IV. R.C.C. grade M 25
12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
OD321728/2025-2026:2.25. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m
OD321725/2025-2026:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers on prepared surface, mixing by mix in place method and compacting with surface vibrator to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.(quarry muck)
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)
SIDE PROTECTION
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
OD348251/2025-2026: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 drawing and relevant technical specifications.
OD348252/2025-2026:( Item modified 12.4.3.3 ) Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204<br> III. Random rubble masonry <br>(iii) In cement mortar (1:5). Excluding Through/Bond stone.
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)
OD412587/2023-2024:Construction of subgrade and earthernshoulders with approved material obtained from borrowpits with all lifts and leads, transportingto site, spreading, grading to required slope and compacted to meet requirements of table 300.2 with lead upto 1000m as per technical specification
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