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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.6 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹23.5 L+₹93,029.31 (4.13%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹24.7 L+₹2.2 L (9.75%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | l4₹26.4 L+₹3.8 L (17.1%)Rejected-AOC | l4 | Rejected-AOC L4 |
| Sl No | Description | Qty | Unit | Jiji Kuriakose L4 | RONY GEORGE L2 | Jomon joseph L3 | Joy Kalappurayil L1 |
|---|---|---|---|---|---|---|---|
| 1.00BUILDING PROPER | |||||||
| 1.00 | 15.7.4: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 cement mortar | 1.27 | cum | 2,100 ₹2,677.5 | 1,200 ₹1,530 Lowest | 1,948 ₹2,483.7 | 1,800 ₹2,295 |
| 1.00 | 15.28.1:Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :G.S. Sheet | 18.3 | sqm | 165 ₹3,019.5 | 100 ₹1,830 Lowest | 156 ₹2,854.8 | 145 ₹2,653.5 |
| 1.00 | 15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. | 0.9 | cum | 3,400 ₹3,060 | 1,200 ₹1,080 Lowest | 3,358 ₹3,022.2 | 3,120 ₹2,808 |
| 1.00 | 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 | 7.76 | cum | 9,200 ₹71,392 | 9,000 ₹69,840 | 7,057 ₹54,762.32 | 6,560 ₹50,905.6 Lowest |
| 1.00 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 121.91 | sqm | 360 ₹43,885.8 | 300 ₹36,571.5 Lowest | 337 ₹41,081.99 | 315 ₹38,400.08 |
| 1.01 | 6.47:Providing and laying Autoclaved Aerated concrete (AAC) blocks masonry
150mm/230mm/300 mm thick with Grade- I AAC blocks in super structure
above plinth level up to floor V level with RCC band at sill level and lintel
level with approved block laying polymer modified adhesive mortar all
complete as per direction of Engineer-in-Charge. (The payment of RCC band
and reinforcement shall be made for seperately). | 24.75 | cum | 9,200 ₹2,27,700 | 10,000 ₹2,47,500 | 8,276 ₹2,04,831 | 7,800 ₹1,93,050 Lowest |
| 1.01 | 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). | 0.86 | cum | 12,900 ₹11,145.6 | 9,000 ₹7,776 Lowest | 12,299 ₹10,626.34 | 11,000 ₹9,504 |
| 1.01 | 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 | 86.4 | kg | 110 ₹9,504 | 100 ₹8,640 | 102 ₹8,812.8 | 95 ₹8,208 Lowest |
| 1.01 | 50.10.1:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete | 3,849.7 | kg | 188 ₹7,23,743.6 | 200 ₹7,69,940 | 211.3 ₹8,13,441.61 | 180 ₹6,92,946 Lowest |
Tender Value
₹27.1 L
EMD Value
₹50,000
Closing Date
11 Feb 2026, 3:00 pmClosed
Executive Engineer
PWD Buildings Division Kottayam
In this estimate provision for Solid block masonry side wall,Stage costruction,Floor tiling work,truss work with GI sheet roofing,inside false ceiling,plastering,painting etc is included. LS provision for electrification included in the estimate.
2026_PWD_833833_1
PWD/BLDG/16549/2025-2026
Open Tender
Civil Works - Buildings
Item Rate
270 days
Kottayam
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
₹50,000
10 Mar 2026
5 Feb 2026
13 Feb 2026
5 Feb 2026
11 Feb 2026
5 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1BUILDING PROPER | |||||
| 1.001 | 15.7.4: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 cement mortar | 1 | cum | - | - |
| 1.002 | 15.28.1:Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :G.S. Sheet | - | sqm | - | - |
| 1.003 | 15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. | - | cum | - | - |
| 1.004 | 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 | cum | - | - |
| 1.005 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | - | sqm | - | - |
| 1.006 | 6.47:Providing and laying Autoclaved Aerated concrete (AAC) blocks masonry
150mm/230mm/300 mm thick with Grade- I AAC blocks in super structure
above plinth level up to floor V level with RCC band at sill level and lintel
level with approved block laying polymer modified adhesive mortar all
complete as per direction of Engineer-in-Charge. (The payment of RCC band
and reinforcement shall be made for seperately). | - | cum | - | - |
| 1.007 | 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). | 1 | cum | - | - |
| 1.008 | 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 | - | kg | - | - |
| 1.009 | 50.10.1:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete | 1 | kg | - | - |
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