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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.4 LAccepted-AOC NULL | ₹21.4 L | L1 | Accepted-AOC L1 |
| 2 | L2₹21.8 LRejected-AOC | ₹21.8 L | L2 | Rejected-AOC L2 |
| 3 | L3₹22.0 LRejected-AOC | ₹22.0 L | L3 | Rejected-AOC L3 |
| 4 | Rejected-Technical MUVATTUPUZHA | THRISSUR | KERALA | 680667 | - | - | Rejected-Technical L5 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | LIJU JOSE L2 | Surya Constructions L6 | JOSE PAUL L4 | biju vp L1 | AHAMMED FANAS M A L3 | ALIAS P.P L5 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Dismantling | |||||||||
| 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) | 0.62 | cum | 2,400 ₹1,485.60 | 3,500 ₹2,166.50 | 2,400 ₹1,485.60 | 2,315 ₹1,432.99 | 2,000 ₹1,238 | 2,491.76 ₹1,542.40 |
| 1.00 | 15.10.2:Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually / by mechanical means including stacking of serviceable and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge:In cement mortar | 18.33 | cum | 2,800 ₹51,332.40 | 6,000 ₹1.1 L | 2,800 ₹51,332.40 | 2,736 ₹50,159.09 | 800 ₹14,666.40 | 2,945.11 ₹53,992.70 |
| 2.00Retaining wall construction. | |||||||||
| 2.00 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 380.58 | cum | 240 ₹91,339.20 | 600 ₹2.3 L | 250 ₹95,145 | 236 ₹89,816.88 | 350 ₹1.3 L | 255.05 ₹97,066.93 |
| 2.00 | 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) | 10.84 | cum | 7,500 ₹81,270 | 13,000 ₹1.4 L | 8,500 ₹92,106 | 7,297 ₹79,070.29 | 9,000 ₹97,524 | 7,853.56 ₹85,101.18 |
| 2.00 | OD90950/2024-2025:Dry rubble masonry with hard stone including cost of conveyance, labour etc as per direction of departmental officer at site | 302.99 | cum | 4,025 ₹12.2 L | 12,500 ₹37.9 L | 4,100 ₹12.4 L | 3,919 ₹11.9 L | 4,550 ₹13.8 L | 4,217.92 ₹12.8 L |
| 2.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 12.56 | sqm | 355 ₹4,458.80 | 1,200 ₹15,072 | 355 ₹4,458.80 | 355 ₹4,458.80 | 450 ₹5,652 | 382.29 ₹4,801.56 |
| 2.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 64.14 | sqm | 355 ₹22,768.64 | 1,300 ₹83,378.10 | 355 ₹22,768.64 | 355 ₹22,768.64 | 550 ₹35,275.35 | 382.29 ₹24,518.93 |
| 2.01 | 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) | 20.3 | cum | 9,800 ₹2.0 L | 20,000 ₹4.1 L | 9,800 ₹2.0 L | 9,648 ₹2.0 L | 12,500 ₹2.5 L | 10,383.88 ₹2.1 L |
Tender Value
₹23.2 L
EMD Value
₹50,000
Closing Date
13 Feb 2026, 2:00 pmClosed
Executive Engineer
Office of the Executive Engineer,PWD,Buildings Division Ernakulam
Retaining wall provided for front yard protection of Main block.
2026_PWD_829448_2
PWD/BLDG/TR/12916/2024_5_1_1/1
Open Tender
Civil Works - Buildings
180 days
Manimalakkunnu
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
18 Mar 2026
5 Feb 2026
16 Feb 2026
5 Feb 2026
13 Feb 2026
5 Feb 2026
Dismantling
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)
15.10.2:Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually / by mechanical means including stacking of serviceable and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge:In cement mortar
Retaining wall construction.
2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.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)
OD90950/2024-2025:Dry rubble masonry with hard stone including cost of conveyance, labour etc as per direction of departmental officer at site
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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)
OD94551/2024-2025:Filling with departmental earth (excluding rock) in open areas 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.
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
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)
OD274396/2025-2026:Solid masonry using pre cast solid blocks ( factory made ) of size 30x20x15cmor nearest available size confirming to IS 2185 part 1 of 1979 for super structure up to floor two level with any thickness in CM 1:6 ( 1cement : 6 coarse sand ) etc complete
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