Kerala Electrical And Allied Engineering Company Limited Tender
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Costs
EMD
₹ 50,000Document Cost
₹ 2,950Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_KEL_415423_1Bid Award Id
ViewTender No
KRO/ BDC/821/2020Tender Authority
Kerala Electrical And Allied Engineering Company Limited ViewPurchaser Address
-Website
http://https://www.kel.co.in/
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Documents
BOQ Items
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5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete. (Centering and shuttering for different category of work may be considered separately.)
64.8
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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. (Assessment of strength of concrete by Cube testing at Approved Govt labs as per IS)
57.35
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5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts. (Centering and shuttering for different category of work may be considered separately.)
184.32
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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). (Assessment of strength of concrete by Cube testing at Approved Govt labs as per IS)
16.42
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5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers. (Centering and shuttering for different category of work may be considered separately.)
451.34
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5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform. (Centering and shuttering for different category of work may be considered separately.)
377.65
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5.3 : Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° 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). (Assessment of strength of concrete by Cube testing at Approved Govt labs as per IS)
91.92
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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. Make: Tata,Vaishak, SAIL, JSW or eq primary make in the order of preference.
6022.08
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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. Make: Tata,Vaishak, SAIL, JSW or eq primary make in the order of preference.
11688.3
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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)
75.97
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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. Min. average compressive strength as per IS shall be 40-50kg/cm2 and has to be assessed by testing at Govt. lab. ( Variation in rate due to change in size of block and level of floor as per DSR/PRICE has to be considered)
89.97
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13.16.1 : 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
519.04
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13.7.1 : 12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
992.94
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10.5.2 : 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 flats 30x6 mm for diagonal braces and central cross piece. Make: Tata,Vaishak, SAIL, JSW or eq primary make in the order of preference.
45
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9.48.2 : 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 openings/ wooden frames with rawl plugs screws etc. Make: Tata,Vaishak, SAIL, JSW or eq primary make in the order of preference.
4723.62
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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. Make: Khajaria, Jhonson, RAK, NITCO, Cera or Eq. in the order of preference and prior sample approval from KEL, Client.
349.18
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13.43.1 : Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer. Make: Asian, Berger, Nerolac or eq. in the order of pref.
1511.98
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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). Make: Asian, Berger, Nerolac or eq. in the order of pref.
1511.98
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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. Make: Asian, Berger, Nerolac or eq. in the order of pref.
61.61
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10.28 : Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)
70
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od323373/2020_2021 : Providing grooves 6mm wide and 6mm deep to clear the joint
300
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od323374/2020_2021 : Providing water cutting 20mm wide and15mm thick in cement mortar 1:3.
94
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5 number of black board
1
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Electrification charges as per KSEB Norms and standard
1
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Note: Rate should be inclusive of preparation of schematic diagram and getting approval from KSEB/Electrical Inspectorate. Statutory fees paid to KSEB/EI shall be paid by us separately.
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Make of Electrical equipments/materials
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All electrical materials/equipments shall be of best branded items with ISI, strictly as per schedule specification
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Panel Boards: CPRI certified reputed manufacturers make
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MCB/ELCB/DB - L&T/LEGRAND/SCHNEIRDER or equivalent
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Cables & wires - Finolex/KEI/POLYCAB/RPG/V-GUARD
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Switches/Sockets/Regulators - SCHEIDER/ABB/HAVELS/LEGRAND or equivalent
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Rigid PVCPipes/Casing & Capping - A-ONE/REPUTED MAKE with ISI , Precession, Balco, GEO
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Cable Glands & Sockets - REPUTED MAKE , Cosmos
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Indicating Lamps - TEKINIC/RISHUB/STC, L&T, Schneider or equivalent
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Ceiling/Exhaust fan: Havells, Orient, Usha, Crompton Greaves, Bajaj
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Note :1 All materials, Items, Equipment shall be best branded items with IS and approved by client/KEL
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2:Rate should be inclusive of Transportation, delivery and installation cost for all items
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3.Rate should be Exclusive of GST.
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4.Work should be executed as per DSR/PWD specification and direction of Engineer at site.
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