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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 LAccepted-AOC 11 | KANNUR | KERALA | 670511 | ₹2.3 L | L1 | Accepted-AOC Accepted Vide Resolution No. 4 dtd.02/02/2026 of Muvattupuzha municipality |
| 2 | L2₹2.4 LRejected-AOC | ₹2.4 L | L2 | Rejected-AOC Higher rate and hence not admitted |
| 3 | L3₹2.5 LRejected-AOC | ₹2.5 L | L3 | Rejected-AOC Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | rajan k L2 | BABU M G L3 | MUHAMMED RIYAS L1 |
|---|---|---|---|---|---|---|
| 1.00MAINTENANCE | ||||||
| 1.00 | OD252291/2025-2026:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m. | 14.82 | cum | 715.85 ₹10,608.90 | 757.52 ₹11,226.45 | 681.84 ₹10,104.87 |
| 1.00 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 9.95 | cum | 339.93 ₹3,380.60 | 359.72 ₹3,577.42 | 323.78 ₹3,219.99 |
| 1.00 | OD252292/2025-2026:DRY RUBBLE MASONRY _ Dry rubble masonry with Depart mental good quality blasted rubble , including conveyance of all materials labour charges etc. complete as per adirection of departmental officers (Modified 60.7.1) -using departmental meterials. | 11.12 | cum | 1,621.5 ₹18,022.97 | 1,715.88 ₹19,072.01 | 1,544.46 ₹17,166.67 |
| 1.00 | OD252293/2025-2026:DRY RUBBLE MASONRY _ Dry rubble masonry with good quality blasted rubble , including conveyance of all materials labour charges etc. complete as per adirection of departmental officers (Modified 60.7.1) | 32.09 | cum | 3,452.76 ₹1.1 L | 3,653.72 ₹1.2 L | 3,288.71 ₹1.1 L |
| 1.00 | 5.9.21:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick. | 6.5 | sqm | 828.85 ₹5,387.53 | 877.1 ₹5,701.15 | 789.47 ₹5,131.56 |
| 1.01 | 5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 2.6 | cum | 9,415.91 ₹24,481.37 | 9,963.93 ₹25,906.22 | 8,968.53 ₹23,318.18 |
| 1.01 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 208 | kilogram | 106.24 ₹22,097.92 | 112.43 ₹23,385.44 | 101.19 ₹21,047.52 |
| 1.01 | 50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 2.66 | cum | 7,289.29 ₹19,418.67 | 7,713.54 ₹20,548.87 | 6,942.95 ₹18,496.02 |
| 1.01 | 13.4.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand) | 36.03 | sqm | 364.08 ₹13,117.80 | 385.28 ₹13,881.64 | 346.79 ₹12,494.84 |
Tender Value
₹2.5 L
EMD Value
₹6,350
Closing Date
21 Jan 2026, 10:00 amClosed
ASSISTANT ENGINEER
Office of the Assistant Executive Engineer LIDEW Muvattupuzha Municipality
319/2025-2026 Maintenance of Side Protection Wall-At Sivankunnu HSS in Ward 22 of Muvattupuzha Municipality
2026_LSGD_827172_12
09/2025-26/AE/LSGD/MVPZA
Open Tender
Civil Works - Others
Muvattupuzha Municipality
Please refer Tender documents.
10 documents required · 10 mandatory
₹560
₹6,350
23 Apr 2026
14 Jan 2026
22 Jan 2026
14 Jan 2026
21 Jan 2026
14 Jan 2026
MAINTENANCE
OD252291/2025-2026:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m.
2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
OD252292/2025-2026:DRY RUBBLE MASONRY _ Dry rubble masonry with Depart mental good quality blasted rubble , including conveyance of all materials labour charges etc. complete as per adirection of departmental officers (Modified 60.7.1) -using departmental meterials.
OD252293/2025-2026:DRY RUBBLE MASONRY _ Dry rubble masonry with good quality blasted rubble , including conveyance of all materials labour charges etc. complete as per adirection of departmental officers (Modified 60.7.1)
5.9.21:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick.
5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete
13.4.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand)
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge
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