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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹21.0 LAccepted-AOC | ₹21.0 L | l1 | Accepted-AOC L1 |
| 2 | l2₹22.2 LRejected-AOC | ₹22.2 L | l2 | Rejected-AOC L2 |
| 3 | l3₹22.3 LRejected-Finance | ₹22.3 L | l3 | Rejected-Finance L3 |
| 4 | l4₹22.5 LRejected-Finance | ₹22.5 L | l4 | Rejected-Finance L4 |
| 5 | l5₹23.1 LRejected-Finance | ₹23.1 L | l5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | HASEEB JAN L2 | JAFFER K M L4 | T.J.George L7 | K R PAULSON L8 | TENNY T J L5 | M.M.SUBAIR L1 | PradeepkumarV L6 | IJAS C L3 | BOND ENGINEERING PRIVATE LIMITED L9 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Detailed Estimate | ||||||||||||
| 1.00 | 16.83:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | 143 | sqm | 100.81 ₹14,415.83 | 100 ₹14,300 | 136.23 ₹19,480.89 | 136.23 ₹19,480.89 | 104.89 ₹14,999.27 | 95.36 ₹13,636.48 | 114 ₹16,302 | 121.93 ₹17,435.99 | 136 ₹19,448 |
| 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 | 19.5 | cum | 266.19 ₹5,190.71 | 250 ₹4,875 | 359.72 ₹7,014.54 | 359.72 ₹7,014.54 | 276.98 ₹5,401.11 | 251.8 ₹4,910.10 | 301.2 ₹5,873.40 | 321.95 ₹6,278.03 | 359 ₹7,000.50 |
| 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) | 13.65 | cum | 5,870.34 ₹80,130.14 | 6,700 ₹91,455 | 6,819.5 ₹93,086.18 | 7,932.89 ₹1.1 L | 6,108.32 ₹83,378.57 | 5,553 ₹75,798.45 | 6,643.7 ₹90,686.51 | 7,099.94 ₹96,914.18 | 7,932 ₹1.1 L |
| 1.00 | 50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete | 15.6 | cum | 5,055.04 ₹78,858.62 | 6,500 ₹1.0 L | 6,489.5 ₹1.0 L | 6,831.14 ₹1.1 L | 5,259.97 ₹82,055.53 | 4,781.8 ₹74,596.08 | 6,010 ₹93,756 | 6,113.87 ₹95,376.37 | 6,831 ₹1.1 L |
| 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 | 15.6 | cum | 5,708.02 ₹89,045.11 | 7,000 ₹1.1 L | 7,289.3 ₹1.1 L | 7,713.54 ₹1.2 L | 5,939.42 ₹92,654.95 | 5,399.45 ₹84,231.42 | 6,600 ₹1.0 L | 6,903.62 ₹1.1 L | 7,700 ₹1.2 L |
| 1.01 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge | 68.25 | cum | 539.75 ₹36,837.94 | 700 ₹47,775 | 729.39 ₹49,780.87 | 729.39 ₹49,780.87 | 561.63 ₹38,331.25 | 510.55 ₹34,845.04 | 610.8 ₹41,687.10 | 800 ₹54,600 | 729 ₹49,754.25 |
| 1.01 | 11.20.1:Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Light shade pigment using white cement | 130 | sqm | 1,144.24 ₹1.5 L | 1,200 ₹1.6 L | 1,330 ₹1.7 L | 1,546.27 ₹2.0 L | 1,190.62 ₹1.5 L | 1,082.4 ₹1.4 L | 1,295 ₹1.7 L | 1,383.91 ₹1.8 L | 1,500 ₹1.9 L |
| 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 | 4,875 | kg | 170.89 ₹8.3 L | 175 ₹8.5 L | 208 ₹10.1 L | 198.95 ₹9.7 L | 177.81 ₹8.7 L | 161.65 ₹7.9 L | 193 ₹9.4 L | 155 ₹7.6 L | 200 ₹9.8 L |
| 1.01 | 13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work | 710 | sqm | 122 ₹86,620 | 50 ₹35,500 | 150 ₹1.1 L | 164.86 ₹1.2 L | 126.94 ₹90,127.40 | 115.4 ₹81,934 | 135 ₹95,850 | 147.55 ₹1.0 L | 164 ₹1.2 L |
Tender Value
₹30.0 L
EMD Value
₹50,000
Closing Date
21 Jan 2026, 3:00 pmClosed
Executive Engineer
Executive EngineerPWD Buildings Division,Thrissur
DEPOSIT-High Security Prison - Pathway- Providing Ramp and grill work-General Civil Work
2026_PWD_826156_1
63/2025-26/EE(B)TSR
Open Tender
Civil Works - Buildings
180 days
HSP-viyyur
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
2 Mar 2026
7 Jan 2026
24 Jan 2026
7 Jan 2026
21 Jan 2026
7 Jan 2026
Detailed Estimate
16.83:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
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)
50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete
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
50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge
11.20.1:Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Light shade pigment using white cement
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
13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
9.48.1:Providing and fixing M.S. Grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to steel windows by welding
OD255292/2025-2026:Engaging Welder/Fitter
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