Kerala Electrical And Allied Engineering Company Limited Tender

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Kerala Electrical And Allied Engineering Company Limited - KEL Tender

Works
Eprocure
Opening Date13 Nov 2020
Closing Date23 Nov 2020
Tender AmountRefer Documents 
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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) Cement make: Use Malabar cement only as per Govt. direction and in case of non availabilty of Malabar cement use Ultra Tech, Dalmia, Ramco or eq. brand in the order of preference.

42.9

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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.)

377.87

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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)

15.6

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60.7.1 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site.

15.6

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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.)

475.54

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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.

153.83

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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.

299.9

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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)

70.8

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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)

2.2

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5.9.18 : Centering and shuttering including strutting, etc. and removal of form for:Small surfaces such as cantilever ends, brackets and ends of steps, caps and bases to pilasters and columns and the like. (Centering and shuttering for different category of work may be considered separately.)

9.45

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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)

103.13

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4.1.5 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) Cement make: Use Malabar cement only as per Govt. direction and in case of non availabilty of Malabar cement use Ultra Tech, Dalmia, Ramco or eq. brand in the order of preference.

2.56

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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 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.

19051.24

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2.25 : Filling available excavated 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.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.

147.85

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50.6.1.9 : Solid block masonry using pre cast solid blocks( Factory made) of size 40x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for super structure above floor two level upto floor five level with thickness 15cm 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).

6.41

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50.6.1.8 : Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x15cm 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. 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).

62.37

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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

555.57

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13.4.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand)

1074.09

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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)

11.52

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od138422/2020_2021 : White cement washing one coat to new plastered area of walls including all cost conveyance and all labour charges etc. complete. Make: Asian, Berger, Nerolac or eq. in the order of pref.

1629.66

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13.60.1 : Wall painting with acrylic emulsion 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.

1629.66

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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. Make: Tata,Vaishak, SAIL, JSW or eq primary make in the order of preference.

37.8

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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. Make: Asian, Berger, Nerolac or eq. in the order of pref.

85.05

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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.

279.92

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10.26.3 : Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.G.I. pipes.

88.87

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od138432/2020_2021 : Providing and laying factory made chamfered edge cement concrete 80 mm and above thickness paver blocks of required strength, and size/shape made by table vibratory method to attain superior smooth finish using PU or equivalent moulds laid in required gray colour and pattern over 50 mm thickness& compacted bed of course sand , compacting and proper embedding /laying of interlocking paver blocks in to the sand beddidng layer through vibratory compaction by using plate vibrator filling the joints with jamuna sand and cutting of paver blocks as per required size and pattern finishing and sweeping extra, sand in footpath parks lawns driveway or light traffic parking etc all complete as per manufactutre, specification and direction of engineer in charge (Sample to be tested and test report to be produced) The strength of blocks may be assessed by testing at approved government labs.

213

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od138440/2020_2021 : Providing and fixing Name Board with aluminium frame of size 4m*3m including lettering etc as per LSGD norms and direction of engineer in charge

4

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Electrification of newly constructed building

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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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