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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.5 LAccepted-AOC KERALA KL | THRISSUR | KERALA | 680667 | L1 | Accepted-AOC Agreement executed | |
| 2 | L2₹12.8 L+₹25,924.88 (2.07%)Rejected-Finance | L2 | Rejected-Finance Higher rate rejected | |
| 3 | Rejected-Technical 1205 SUB TREASURY KOLENCHERY | ERNAKULAM | KERALA | 680667 | - | Rejected-Technical Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | TPMATHAI L3 | SAJID P P L1 | SUDHAKARAN K K L2 |
|---|---|---|---|---|---|---|
| 1.00Building maintenance | ||||||
| 1.00 | 15.56:Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | 635.82 | sqm | 51.12 ₹32,502.86 | 45 ₹28,611.68 Lowest | 47.86 ₹30,430.11 |
| 1.00 | 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 1.09 | cum | 2,277.07 ₹2,482.01 | 2,400 ₹2,616 | 2,131.84 ₹2,323.71 Lowest |
| 1.00 | 15.60:Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved | 8.72 | cum | 248.84 ₹2,169.64 | 250 ₹2,179.75 | 232.97 ₹2,031.27 Lowest |
| 1.00 | 5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 41.77 | cum | 12,161.1 ₹5,07,969.15 | 11,160 ₹4,66,153.2 Lowest | 11,385.49 ₹4,75,571.92 |
| 1.00 | 5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more | 1,127.79 | kg | 101.72 ₹1,14,718.8 | 95 ₹1,07,140.05 Lowest | 95.23 ₹1,07,399.44 |
| 1.01 | OD344448/2025-2026:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand) mixing with water proofing material in cement plaster @1 kg/ 50 kg of cement work in proportion recommended by the manufacturers. ( details based on Std Spec. 13.21) | 642.25 | sqm | 497.28 ₹3,19,379.07 | 450 ₹2,89,013.4 Lowest | 465.56 ₹2,99,006.84 |
| 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 | 1.55 | cum | 6,978.44 ₹10,795.65 | 7,200 ₹11,138.4 | 6,533.37 ₹10,107.12 Lowest |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 18.02 | sqm | 334.52 ₹6,029.72 | 310 ₹5,587.75 Lowest | 313.19 ₹5,645.25 |
| 1.01 | 13.88:Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. | 683.14 | sqm | 18.53 ₹12,658.58 | 14 ₹9,563.96 Lowest | 17.35 ₹11,852.48 |
Tender Value
₹15.1 L
EMD Value
₹37,658
Closing Date
25 Oct 2025, 4:00 pmClosed
AE VADAVUCODE BP
AE VADAVUCODE BP
Annual Plan-VBP S0039/26 Renovation of Vadavucode CHC-39/2025-26-General Civil Work
2025_LSGD_811386_1
03/2025-26/LID-EW/VBP
Open Tender
Civil Works - Buildings
Item Rate
180 days
VADAVUCODE BP
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹37,658
Yes
31 Jan 2026
17 Oct 2025
27 Oct 2025
17 Oct 2025
25 Oct 2025
17 Oct 2025
Work Name:Annual Plan-VBP S0039/26 Renovation of Vadavucode CHC-39/2025-26-General Civil Work
etc complete as per direction of Engineer in charge at site
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