CONSTRUCTION OF OPEN GYM, OPEN STAGE AND LAND BEAUTIFICATION AT KALAMASSERY MUNICIPALITY, ERNAKULAM DISTRICT

Amount

Open Stage

2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.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 : 8 graded stone aggregate 40 nominal size)

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)

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

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

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.

13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)

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)

od24576/2023_2024 : Supplying and fixing rough stone cladding wall ( thickness to be specified by the manufacture) of approved make in all colours, shades expect burgandy, bottle green, black of any sizes as approved by Engineer in charge in skirting , risers of steps and dadoos over 12mm thick bed of cement mortar 1:3 and jointing with gray cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete.

od24657/2023_2024 : Providing and fixing 60x30x2 cm Granite stone block Flamed surface on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints filled with same mortar including ruled pointing etc. complete as per direction of engineer-in-charge

10.16.2 : Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished seamless type tubes

10.2 : Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

12.50 : Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.

25.7 : Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including: a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design. b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Alumini um sheets (each0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium item.s The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places.

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

od24865/2023_2024 : Designing and Fixing Inauguration/signage Board including cost of board, lettering, fixing, conveying etc all complete As per the Direction Of Departmental officers

Landscaping and Benches

2.1.1 : Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil

2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil

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)

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

5.9.1 : 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

13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)

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)

13.33.1 : Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing

30.2.2 : Supplying and stacking of good earth at site including royalty and carriage upto 5 k.m. lead complete (earth measured in stacks will be reduced by 20% for payment).

30.2.3 : Supplying and stacking sludge at site including royalty and carriage upto 5 k.m. lead complete (sludge measured in stacks will be reduced by 8% for payment).

30.2.9 : Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge

30.2.8 : Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately).

od25215/2023_2024 : Providing and Planting of Buffalo grass for Lawn in Ordinary soil including Breaking clods, Watering, Ramming and Sectioning of spoil bank etc., including all labour charges, etc., complete

od25216/2023_2024 : Supplying and fixing machine finished granite stone sitting bench of 1.5 m length, slab thickness not less than 50 mm, 450 mm clear height from ground level, 450 mm wide sitting slab, 450 mm wide back rest including cost of conveying, loading, unloading,material and labour charges etc. complete as per the direction of departmental officers.

16.91.1 : Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern.

Open Gym

2.1.1 : Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil

2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil

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

16.79 : Providing , laying spreading and compacting graded stone aggregate ( size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub - base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer - in- Charge.

16.91.1 : Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern.

od25463/2023_2024 : Providing and fixing Ski trainer - FNF 007 (Make FUN PLAY )using, Minimum 100 NB G.I. C CLASS pipes for MAIN FRAME, Minimum 40 NB G.I. pipe for FOOT REST PIPE, Minimum 40NB & 25 NB G.I. pipe for HANDLE, Minimum 25 NB & 40 NB GI B-CLASS Pipe for CONNECTING PIPE, LLDP Rotomoulded seat with inbuilt bolts 3/8" X 1.5" for FOOT REST, Nylon 66 injection moulded BEARING CAP & PIPE CAP, fully Done by first coat of Primer – jotun Brad 40-50 Micron thickness and Top Coat of pure polyester powder with 70- 80 micron thickness POWDER COAT including cost of concrete foundation , all materials, labour,etc all complete asper the instruction of Engineer in-charge

od25464/2023_2024 : Providing and fixing Leg press - FNF006 (Make FUN PLAY )using, Minimum 100 NB GI C-class Pipe- for MAIN FRAME, Minimum 32 NB GI B-CLASS pipe for SEAT FRAME, Minimum 40 NB & 25 NB B CLASS GI B-CLASS Pipe for HANDLE FRAME, Minimum 32NB & 25NB GI B-CLASS pipe with two handles for LEG REST, LLDP Rotomoulded seat with inbuilt bolts 3/8" X 1.5" for FOOT REST & SEAT REST, Nylon 66 injection moulded BEARING CAP & PIPE CAP, fully Done by first coat of Primer – jotun Brad 40-50 Micron thickness and Top Coat of pure polyester powder with 70- 80 micron thickness POWDER COAT including cost of concrete foundation , all materials, labour,etc all complete asper the instruction of Engineer in-charge

od25625/2023_2024 : LEG EXTENTION- Providing and fixing Cycle - FNF020 (Make FUN PLAY )using, 25 NB & 40 NB GI B-class Pipe for MAIN FRAME, 32 NB GI B-CLASS Pipe for SEAT FRAME, 25 NB GI B-CLASS Pipe for HANDLE FRAME, Nylon 66 injection moulded BEARING CAP & PIPE CAP, fully Done by first coat of Primer – jotun Brad 40-50 Micron thickness and Top Coat of pure polyester powder with 70- 80 micron thickness POWDER COAT including cost of concrete foundation , all materials, labour,etc all complete asper the instruction of Engineer in-charge

od25465/2023_2024 : CYCLE- Providing and fixing Cycle - FPSPCL208 (Make FUN PLAY )using, 25 NB & 40 NB GI B-class Pipe for MAIN FRAME, 32 NB GI B-CLASS Pipe for SEAT FRAME, 25 NB GI B-CLASS Pipe for HANDLE FRAME, Nylon 66 injection moulded BEARING CAP & PIPE CAP, fully Done by first coat of Primer – jotun Brad 40-50 Micron thickness and Top Coat of pure polyester powder with 70- 80 micron thickness POWDER COAT including cost of concrete foundation , all materials, labour,etc all complete asper the instruction of Engineer in-charge

od25466/2023_2024 : PENDULUM- Providing and fixing Pendulum - FNF 012 (Make FUN PLAY )using, Minimum 100 NB GI C-class Pipe for MAIN FRAME, Minimum 40 NB GI B-CLASS Pipe for LEG FRAME, Minimum 25 NB & 32 NB GI B-CLASS Pipe for HANDLE FRAME, LLDP Rotomoulded seat with inbuilt bolts 3/8" X 1.5" for FOOT REST, Nylon 66 injection moulded BEARING CAP & PIPE CAP, fully Done by first coat of Primer – jotun Brad 40-50 Micron thickness and Top Coat of pure polyester powder with 70- 80 micron thickness POWDER COAT including cost of concrete foundation , all materials, labour,etc all complete asper the instruction of Engineer in-charge

od25467/2023_2024 : ABB TRAINER- Providing and fixing ABB Trainer - FPSPCL187 (Make FUN PLAY )using, Minimum 80 NB GI B-class Pipe for MAIN FRAME, Minimum 32 NB GI B-class Pipe for SIDE FRAME, Minimum 25 NB G.I. PIPES for INTERMEDIATE PIPE, Nylon 66 injection moulded BEARING CAP & PIPE CAP, fully Done by first coat of Primer – jotun Brad 40-50 Micron thickness and Top Coat of pure polyester powder with 70- 80 micron thickness POWDER COAT including cost of concrete foundation , all materials, labour,etc all complete asper the instruction of Engineer in-charge

od25468/2023_2024 : SHOULDER TWIRL NEW- Providing and fixing Bench with fix weight - FPSPCL247 (Make FUN PLAY )using, 100 NB G.I C-Class pipe for main frame, 32 NB G.I B-Class pipe for Bench frame, 20 NB G.I B-Class pipe for Handle frame, fully Done by first coat of Primer – jotun Brad 40-50 Micron thickness and Top Coat of pure polyester powder with 70- 80 micron thickness POWDER COAT including cost of concrete foundation , all materials, labour,etc all complete asper the instruction of Engineer in-charge

od25469/2023_2024 : ONE SEATING CUM 2 STANDING TWISTER- Providing and fixing Tai chi cum twister - FPSPCL215 (Make FUN PLAY )using, Minimum 100 NB GI C-class Pipe for MAIN FRAME, Minimum 25 NB GI B-CLASS Pipe for HANDLE FRAME, LLDP Rotomoulded seat with inbuilt bolts 3/8" X 1.5" for TWISTER DISC, Minimum 25 NB & 20 NB GI B-class Pipe for SEATING FRAME, Minimum 80 NB GI B-class Pipe for SEATING FRAME STAND, Minimum 80 NB GI B-CLASS Pipe for TWISTER STAND, Minimum 25 NB GI B-CLASS Pipe for TWISTER HANDLE FRAME, LLDP Plastic- TWISTER DISC, Nylon 66 injection moulded BEARING CAP & PIPE CAP, fully Done by first coat of Primer – jotun Brad 40-50 Micron thickness and Top Coat of pure polyester powder with 70- 80 micron thickness POWDER COAT including cost of concrete foundation , all materials, labour,etc all complete asper the instruction of Engineer in-charge

od25470/2023_2024 : CHEST PRESS CUM SHOULDER PRESS- Providing and fixing Chest press cum shoulder press - FNF 016 (Make FUN PLAY )using, Minimum 100 NB GI C-class Pipe for CENTER FRAME, Minimum 40 NB & 32 NB GI B-CLASS Pipe for MAIN FRAME, Minimum 32 NB & 25 NB GI B-CLASS Pipe for HANDLE FRAME, Minimum 32 NB & 25 NB & 40 NB GI BCLASS Pipe for CONNECTING PIPE, LLDP Rotomoulded seat with inbuilt bolts 3/8" X 1.5" for SEAT & BACK REST, Nylon 66 injection moulded BEARING CAP & PIPE CAP, fully Done by first coat of Primer – jotun Brad 40-50 Micron thickness and Top Coat of pure polyester powder with 70- 80 micron thickness POWDER COAT including cost of concrete foundation , all materials, labour,etc all complete asper the instruction of Engineer in-charge

od25471/2023_2024 : WALKER SINGLE- Providing and fixing Walker single- FNF 004 (Make FUN PLAY )using, Minimum 100 NB GI C-class Pipe- for MAIN FRAME, minimum 32 NB GI B-CLASS Pipe- for LEG FRAME, Minimum 25 NB GI B-CLASS Pipe for HANDLE FRAME, NYLON 66 INJECTION MOULDED CASING CLAMPS, LLDP Rotomoulded seat with inbuilt bolts 3/8" X 1.5" FOOT REST, Nylon 66 injection Moulded BEARING CAP & PIPE CAP, fully Done by first coat of Primer – jotun Brad 40-50 Micron thickness and Top Coat of pure polyester powder with 70- 80 micron thickness POWDER COAT including cost of concrete, all materials, labour,etc all complete asper the instruction of Engineer in-charge

Electrification Works

2.4.1 : Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 volts, on surface / recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)4 way (4 + 12), Double door

2.12.1 : Supplying and fixing following rating, double pole, 240 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.40 amps

2.14.2 : Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required.40 amps

2.10.1 : Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.Single pole

1.1.3 : Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required.Group C

1.7.2 : Wiring for circuit/ sub main wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required2X2.5 sq.mm+1X2.5 sq.mm earth wire

1.23.3 : Supplying and fixing following piano type switch / socket on the existing switch box/ cover including connections etc. as required.15/16 amp switch

od23800/2023_2024 : Providing and fixing LED UP and DOWN LIGHT as per the direction of Engineer in charge

1.23.5 : Supplying and fixing following piano type switch / socket on the existing switch box/ cover including connections etc. as required.6 pin 15/16 amp socket outlet

od24021/2023_2024 : Providing and fixing Hanging Light including cost of materials, commissioning, testing etc all complete as per the Direction of Engineer un charge

od56991/2023_2024 : Providing and fixing Minimass light , Using 7 mtr pole with Bracket and Foundation bolt, 150w flood light 4 nos, ELCB, Connector, Timer, 2.5 mtr Cable for light fixtures etc including cost of all labor, conveying, errection, testing etc all complete as per the Direction of Engineer in charge

od56996/2023_2024 : CABLING - Supply, laying and clamping of 1 no. PVC insulated and PVC sheathed armoured aluminium power cable, 1.1 KV grade of the following sizes using clamps noted along with the cables, spacing of clamps not exceeding 60cms, making good the damages , colour washing etc. as required - 4 core 10 sq mm with factory made clamp and 25mm PVC pipe

EXCLUSIVE OF GST

Note :1 All materials, Items, Equipment shall be best branded items with IS and approved by client/KEL

2:Rate should be inclusive of Insurance,Transportation, delivery and installation cost for all items

3.Rate should be Exclusive of GST.

4.Work should be executed as per DSR/PWD specification and direction of Engineer at site.

5.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.

6.RCC: (Assessment of strength of concrete by Cube testing at Approved Govt labs as per IS) 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.

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

8.CENTERING & SHUTTERING: (Centering and shuttering for different category of work may be considered separately.)

9. SOLID BLOCK MASONRY: 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)

10. ACRYLIC SMOOTH EXTERIOR PAINT/ SYNTHETIC ENAMEL PAINT/WHITE CEMENT BASED PUTTY/ CEMENT PRIMER: Make: Asian, Berger, Nerolas or eq. in the order of pref.

11.ELECTRICAL: 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.

Make of Electrical equipments/materials

All electrical materials/equipments shall be of best branded items with ISI, strictly as per schedule specification

Panel Boards: CPRI certified reputed manufacturers make

MCB/ELCB/DB - L&T/LEGRAND/SCHNEIRDER or equivalent

Cables & wires - Finolex/KEI/POLYCAB/RPG/V-GUARD

Switches/Sockets/Regulators - SCHEIDER/ABB/HAVELS/LEGRAND or equivalent

Cable Glands & Sockets - REPUTED MAKE , Cosmos

Indicating Lamps - TEKINIC/RISHUB/STC, L&T, Schneider or equivalent

Ceiling/Exhaust fan: Havells, Orient, Usha, Crompton Greaves, Bajaj

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