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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹95,535Accepted-AOC KURUPPAMPADY VENDOR P N SULOCHANA | KANNUR | KERALA | 670001 | ₹95,535 Quoted ₹95,534.50 | L1 | Accepted-AOC LOWER RATE ,HENCE ADMITTED |
| 2 | L2₹97,343.64Rejected-AOC ERANAKULAM PERUMBAVOOR PO KERALA KL | ERNAKULAM | KERALA | 683542 | ₹97,343.64 | L2 | Rejected-AOC HIGHER RATE HENCE ADMITTED |
| 3 | L3₹99,027.48Rejected-AOC | ₹99,027.48 | L3 | Rejected-AOC HIGHER RATE HENCE ADMITTED |
| Sl No | Description | Qty | Unit | ANSHAD M.K. L1 | Abdul Majeed K.P. L3 | Paul Varghese L2 |
|---|---|---|---|---|---|---|
| 1.00Renovation of compound 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 | 3.9 | cum | 591 ₹2,304.90 | 714 ₹2,784.60 | 702 ₹2,737.80 |
| 1.00 | 15.9.2: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 cement mortar | 1.56 | cum | 2,414 ₹3,765.84 | 2,491 ₹3,885.96 | 2,448 ₹3,818.88 |
| 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 | 1.56 | cum | 337 ₹525.72 | 353 ₹550.68 | 346 ₹539.76 |
| 1.00 | OD423589/2025-2026:Dry rubble masonry with with DEPARTMENT RUBBLE. complete as per direction of departmental officers at site. | 1.2 | cum | 1,629 ₹1,954.80 | 1,682 ₹2,018.40 | 1,652 ₹1,982.40 |
| 1.00 | OD417045/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good
quality blasted rubble including packing to compactness to lines and levels cost and conveyance
of all materials labour charges etc. complete as per direction of Departmental officers at site | 1.92 | cum | 3,793 ₹7,282.56 | 3,914 ₹7,514.88 | 3,846 ₹7,384.32 |
| 1.01 | OD432848/2025-2026:Random rubble masonry with Cement MORTAR 1:6 (I cement : 6 coarse sand ) with hard stone in foundation and plinth as per direction of engineer in charge at site | 2.34 | cum | 6,385 ₹14,940.90 | 6,588 ₹15,415.92 | 6,474 ₹15,149.16 |
| 1.01 | 50.6.1.4: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 foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete | 4.26 | cum | 6,134 ₹26,130.84 | 6,329 ₹26,961.54 | 6,219 ₹26,492.94 |
| 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) | 0.78 | cum | 9,963 ₹7,771.14 | 10,279 ₹8,017.62 | 10,101 ₹7,878.78 |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 3.9 | sqm | 366 ₹1,427.40 | 378 ₹1,474.20 | 372 ₹1,450.80 |
Tender Value
₹1.0 L
EMD Value
₹2,527
Closing Date
21 Feb 2026, 6:00 pmClosed
assistant engineer
assistant engineerperumbavoor municipality
Pro No 348 Renovation of the compound wall of the Municipal Veterinary Hospital
2026_LSGD_829007_2
PW1/2497328/348/25-26
Open Tender
Civil Works - Buildings
150 days
perumbavoor municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
₹2,527
11 Mar 2026
13 Feb 2026
23 Feb 2026
13 Feb 2026
21 Feb 2026
13 Feb 2026
Renovation of compound 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
15.9.2: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 cement 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
OD423589/2025-2026:Dry rubble masonry with with DEPARTMENT RUBBLE. complete as per direction of departmental officers at site.
OD417045/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
OD432848/2025-2026:Random rubble masonry with Cement MORTAR 1:6 (I cement : 6 coarse sand ) with hard stone in foundation and plinth as per direction of engineer in charge at site
50.6.1.4: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 foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete
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)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
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