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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L3₹10.6 LAccepted-AOC | ₹10.6 L | L3 | Accepted-AOC Lowest bidder |
| 2 | L2₹11.1 LRejected-AOC | ₹11.1 L | L2 | Rejected-AOC Second lowest bidder |
| Sl No | Description | Qty | Unit | BENISH TOM BABU L2 | A S RAJANPILLAI L1 |
|---|---|---|---|---|---|
| 1.00Detailed Estimate | |||||
| 1.00 | 15.7.2: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 lime mortar with old mughal bricks | 11.23 | cum | 750 ₹8,422.50 | 1,548 ₹17,384.04 |
| 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 | 41.6 | cum | 300 ₹12,480 | 300 ₹12,480 |
| 1.00 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 5.2 | cum | 7,500 ₹39,000 | 6,662.8 ₹34,646.56 |
| 1.00 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 36.4 | cum | 7,000 ₹2.5 L | 7,000 ₹2.5 L |
| 1.00 | 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) | 10.59 | cum | 10,500 ₹1.1 L | 8,809.92 ₹93,297.05 |
| 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 | 1,120.05 | kilogram | 95 ₹1.1 L | 94 ₹1.1 L |
| 1.01 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 27.3 | sqm | 700 ₹19,110 | 704 ₹19,219.20 |
| 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 | 41.5 | cum | 7,300 ₹3.0 L | 6,400 ₹2.7 L |
| 1.01 | 14.1.1:Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground within 50 meters lead:With cement mortar 1:4 ( 1 cement : fine sand) | 25 | sqm | 500 ₹12,500 | 486 ₹12,150 |
Tender Value
₹12.7 L
EMD Value
₹31,775
Closing Date
7 Mar 2026, 11:30 amClosed
Assistant Executive Engineer
PWD Buildings Subdivision Thiruvalla
GENERAL Police Station Thiruvalla Reconstruction of compound wall to Police Station Thiruvalla General Civil Work
2026_PWD_841884_1
PWD/BLDG/TR/880/2026_5_1_1/1
Open Tender
Civil Works - Buildings
150 days
Thiruvalla
Please refer tender documents
10 documents required · 10 mandatory
₹2,760
₹31,775
15 May 2026
28 Feb 2026
9 Mar 2026
28 Feb 2026
7 Mar 2026
28 Feb 2026
Detailed Estimate
15.7.2: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 lime mortar with old mughal bricks
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
4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
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)
5.22.6: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
5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
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
14.1.1:Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground within 50 meters lead:With cement mortar 1:4 ( 1 cement : fine sand)
13.4.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse 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)
OD280154/2025-2026:Engaging Hydraulic Excavator
OD280158/2025-2026:Engaging labour
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