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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 LAccepted-AOC | ₹1.3 L | L1 | Accepted-AOC Accepted Vide Resolution No. 4 dtd.02/02/2026 of Muvattupuzha municipality |
| Sl No | Description | Qty | Unit | rajan k L1 |
|---|---|---|---|---|
| 1.00Side protection wall | ||||
| 1.00 | 15.7.1:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In mud mortar | 4.18 | cum | 728.74 ₹3,043.22 |
| 1.00 | 15.9.1:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In Lime Mortar | 5.22 | cum | 1,197.33 ₹6,250.06 |
| 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 | 9.74 | cum | 359.72 ₹3,505.11 |
| 1.00 | OD300460/2025-2026:Dry rubble masonry-Dry rubble masonry with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officercs at site modified 60.7.1 | 4.18 | cum | 1,715.88 ₹7,165.51 |
| 1.00 | OD151972/2025-2026:Dry rubble masonry:-Dry rubble masonry with good quality blasted rubble including conveyance of material and labour charges etc complete as per direction of departmental officers at site Modified 60.7.1 | 13.92 | cum | 3,993.46 ₹55,588.96 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 1.16 | sqm | 762.88 ₹884.94 |
| 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 | 31.9 | kilogram | 112.43 ₹3,586.52 |
| 1.01 | 5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.58 | cum | 10,488.77 ₹6,083.49 |
| 1.01 | 50.6.1.5:Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 3.63 | cum | 7,279.03 ₹26,422.88 |
Tender Value
₹1.3 L
EMD Value
₹3,173
Closing Date
21 Jan 2026, 10:00 amClosed
Assistant Engineer
Office of the Assistant Executive Engineer LIDEW Muvattupuzha Municipality
Pro.No.320/25-26 Maintenance of Compound wall in Dumping yard Muvattupuzha Municipality Retender
2026_LSGD_827172_5
09/2025-26/AE/LSGD/MVPZA
Open Tender
Civil Works - Others
Muvattupuzha Municipality
Please refer Tender documents.
10 documents required · 10 mandatory
₹555
₹3,173
23 Apr 2026
14 Jan 2026
22 Jan 2026
14 Jan 2026
21 Jan 2026
14 Jan 2026
Side protection wall
15.7.1:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In mud mortar
15.9.1:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In Lime Mortar
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
OD300460/2025-2026:Dry rubble masonry-Dry rubble masonry with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officercs at site modified 60.7.1
OD151972/2025-2026:Dry rubble masonry:-Dry rubble masonry with good quality blasted rubble including conveyance of material and labour charges etc complete as per direction of departmental officers at site Modified 60.7.1
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
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
5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)
50.6.1.5:Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above 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)
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