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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹66.0 LAccepted-AOC | L1 | Accepted-AOC First Lowest | |
| 2 | L2₹66.6 L+₹62,355.26 (0.94%)Rejected-AOC | L2 | Rejected-AOC Second Lowest | |
| 3 | L3₹69.5 L+₹3.5 L (5.29%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹69.8 L+₹3.8 L (5.83%)Rejected-Finance | L4 | Rejected-Finance L4 | |
| 5 | L5₹73.6 L+₹7.6 L (11.6%)Rejected-Finance | L5 | Rejected-Finance L5 |
Tender Value
₹80.5 L
EMD Value
₹50,000
Closing Date
12 Nov 2024, 3:00 pmClosed
Executive Engineer
Executive Engineer PWD Buildings Division,Thrissur
GENERAL-General Education Department- Annual Plan 2023-24.Construction of School Building for Government U.P School, Vellikulangara, Thrissur-School Building for GUPS, Vellikulangara-General Civil Work
2024_PWD_700278_1
32/2024-25/EE/TSR
Open Tender
Civil Works - Buildings
Item Rate
365 days
Vellikulangara
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
11 Dec 2024
28 Oct 2024
15 Nov 2024
28 Oct 2024
12 Nov 2024
28 Oct 2024
Amount
Construction of School building
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.
15.5:Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work ( Payment shall be made on the cross sectional area of R.C.C. or R.B work) as per direction of Engineer-in-charge.
15.6:Extra for scrapping, cleaning and straightening reinforcement from R.C.C. or R.B work.
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
15.56:Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
2.7.1: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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock
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 : 8 graded stone aggregate 40 nominal size)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for: Edges of slabs and breaks in floors and wallsUnder 20 cm wide
OD235947/2023-2024:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of<br>laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Excess cement used as per design mix is not payable and content should not be less than @ 330 kg/cum. All works up to plinth level
OD235948/2023-2024:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of<br>laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Excess cement used as per design mix is not payable and content should not be less than @ 330 kg/cum.All works above plinth level up to floor V level
OD235949/2023-2024:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete
OD235950/2023-2024:Solid block 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 thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete
OD83867/2024-2025:Solid block 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 above floor two level upto floor five level thickness 20cm and above in : CM 1:6 ( 1 cement : 6 coarse sand sand) etc complete
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
5.22A.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
4.2.5:Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:3:6 ( 1 cement : 3 coarse sand :6 graded stone aggregate 20 mm nominal size)
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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.
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
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
OD83947/2024-2025:12 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
50.13.1:9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete
OD235953/2023-2024:Supplying and fixing pressed steel door of standard pattern with the frame as per the profile of IS 4351 of section 105x60 mm using 18 G (1.2mm thick TATA Galvano) sheet and shutters made of section 75 x 30 cm for outer styles and horizontal members and then inserted with enclosed and stiffened sheet 26 CR as per specification with zincromate primer coat measured in sequence metre totally including all charges for fixing handle, aldrop, but hinges etc. complete
OD235954/2023-2024:Supplying and fixing Pressed steel windows and ventilators of standard pattern with the outer frame as per the profile of section 82x60mm and shutters 50x20mm with 12mm dia rod 25x5mm flat grill with 3" SS hinge,2" SS hook .5" SS stay & Nsd handle, and finally applied with Zincromate primer coat: glazed/stiffened sheet shutters
10.6.2:Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x1.20 mm M.S. laths with 1.20 mm thick top cover
OD235955/2023-2024:Providing and laying vitrified floor tiles(double-charged) 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 providing spacer at suitable intervals, grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm.
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
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)
13.62.1:Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture .
13.83.2:Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile including applying additional coats wherever required to achieve even shade and colour.Two coats
OD235956/2023-2024:Supplying 65mm dia five or more liver pad lock
OD235965/2023-2024:Supplying and fixing green board of size 180x120cm with Aluminium framework etc complete including the cost of materials, labor charge for fixing, etc. complete
50.18.9.18.1:Providing and fixing PVC pipes including fixing the pipe with clamps/clips at 1.00 m spacing. This included jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 75 mm dia 6Kgf/cm2 - External work- Exposed on wall
50.18.9.21.4:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 75 mm dia Bend
OD235967/2023-2024:Painting letters of figures 23cm,25cm,or 30 cm height (block,roman,italic,or lndian) with any kind of paint.
OD235966/2023-2024:Supplying and fixing inaugration black granite stone including engraving letters,all kind of labour charges etc. complete
OD235968/2023-2024:Supplying and fixing DLP board 90x60cm in size with 3mm thick ACP sheet with HD Vinyl printed letters in required size and colour as per the direction of Engineer -in -charge including fitting charges etc complete.
V L POLACHAN (BID ID -1972248)
MOHAMMED SHUHAIL B A (BID ID -1973602)
T.J.George (BID ID -1969766)
Kuriakose KV (BID ID -1969278)
Bidder Name
Babu Antony
T.J.George
V L POLACHAN
Kuriakose KV
MOHAMMED SHUHAIL B A
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1093891.pdf
boq_comp_chart.xlsx
xlsx
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