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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37.6 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹39.6 L+₹2.0 L (5.39%)Rejected-AOC KERALA KL | ERNAKULAM | KERALA | 680667 | L2 | Rejected-AOC L2 | |
| 3 | L3₹39.7 L+₹2.1 L (5.66%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹41.0 L+₹3.4 L (9.08%)Rejected-AOC | L4 | Rejected-AOC L4 | |
| 5 | L5₹56.2 L+₹18.6 L (49.6%)Rejected-Finance | L5 | Rejected-Finance L5 Rejected |
Tender Value
₹42.6 L
EMD Value
₹50,000
Closing Date
3 Feb 2020, 4:00 pmClosed
Executive Engineer
PWD Buildings Division Malappuram
General Education Department Anual Plan 2019 20 Construction of School Building of Government L P School Karad Malappuram District
2020_PWD_337898_1
2019_PWD_221319
Open Tender
Civil Works - Buildings
Item Rate
365 days
KARAD MALAPPURAM DIST
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
online
₹50,000
Yes
22 Oct 2020
22 Jan 2020
7 Feb 2020
22 Jan 2020
3 Feb 2020
22 Jan 2020
Amount
BUILDING WORKS
5.2.2 : Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
5.3 : Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15<sup>0</sup> 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) : 3 graded stone aggregate 20 mm nominal size).Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15<sup>0</sup> 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) : 3 graded stone aggregate 20 mm nominal size).
4.3.3 : Centering and shuttering including strutting, propping etc. and removal of form work for:Columns, piers, abutments, pillars, posts and struts
5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
5.9.7 : Centering and shuttering including strutting, etc. and removal of form for:Stairs, (excluding landings ) except spiral - staircases)
5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
5.9.19 : Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges
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
13.9.2 : Cement plaster 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement.20 mm cement plaster
11.41.2 : Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm.
13.6.1 : 20 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand)
50.6.1.2 : Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete.
50.6.1.3 : Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure above floor two level up to floor V level thickness 20cm and above in: CM 1:6 ( 1 cement :6 coarse sand) etc complete
13.4.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand)
13.16.1 : 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
50.18.8.7.1 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work including cutting chases and making good the wall etc. 63 mm pipe 6 Kgf/cm2
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
10.5.1 : Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using M.S. angels 40x40x6 mm for diagonal braces
13.43.1 : Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
13.52.1 : Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work
13.12 : 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 ( 1 cement : 5 coarse sand )and a top layer 6 mm thick cement plaster 1:3 ( 1 cement : 3 coarse sand) finished rough with sponge.18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 ( 1 cement : 5 coarse sand )and a top layer 6 mm thick cement plaster 1:3 ( 1 cement : 3 coarse sand) finished rough with sponge.
Demolition works
15.28.1 : Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :G.S. Sheet
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.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.
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
15.17.2 : Dismantling steel work in single sections including dismembering and stacking within 50 metes lead in:Channels, angles, tees and flats
VAZHAYOOR LABOUR CONTRACT CO OPERATIVE SOCITY LTD
Abdulla K
PT GROUP
BRIDGEWAY ENGINEERING COMPANY
Bidder Name
HASSAN SHA
Abdulla K
VAZHAYOOR LABOUR CONTRACT CO OPERATIVE SOCITY LTD
PT GROUP
BRIDGEWAY ENGINEERING COMPANY
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