Supply, Installation, Testing and commissioning of Sensor actuated PLC based Fully automatic Foggy Dense Mist Generating shower system for new Y-Curve siding, Lakhanpur Area, MCL

Amount

Electrical cable "ISI" marked - control /power

Power cable, 70sqmm , 4 core, aluminium , PVC armoured, 1100 volts, ISI mark

control cable 1.5sqmm 24 core 1100 volts, ISI mark, Copper

Sensor cable 1.5sqmm , 4 core, screen cable, 24 volt DC, copper, ISI mark

Mist motor unit - horizotal centrifugal pump with min. CPMH 80/32 with 90 KW, 2 pole, IE2 class, class F insulation, copper winding induction motor of reputed make along with base frame, coupling , coupling guard and foundation bolts having 125mm suction x 80 mm delievry suitable for following condition head: min. 147.5 mtrs , discharge: min. 500 US GPM, starter :Fully automatic star delta starter with timer and relay suitable for the system , 415 volts , 110KW water proof with all safety features

MMIC (Microwave /millimeter wave monolithic integrated circuit) sequential timer based sensor actuated control system, components reputed make, consisting of switch fuse unit, aux contactor, transformer, power contactors, sequential timer, on delay timer, suitable to control auto mist solenoid valve 110VAC in sequence.

Micro strainer (Body -GI, strainer stainless steel, ISI mark

Dense Mist rain gun 360 degree/35-42 mtr throw., type -Impact, Pressure4-7kgf/cm2

Auto mist valve/1.5N /(CF-8/SS-304) normally closed pilot operated diaphram type solenoid valve screwed end 50 mm, operating voltage 110V AC

Pressure relief valve, 50mm dia, 6-12 kgf/cm2 adjustable control, brass make

Sensor set reputed make, 15-20 mtr range through beam type, 10- 30 volts DC

Mist discharge header unit 50 mm x 6 mtr. Length GI medium class, ISI mark as per IS-1239,

Mist discharge header unit 150mm x 6 mtr. Length GI medium class, ISI mark as per IS-1239

Mild steel water tank 20000 Ltr capacity complete with top cover, painting and concrete base- 02 nos.

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.

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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)

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 (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)

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 upto 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.

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.

Centering and shuttering including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work

Pre- fabricated system room 2x5x2.6 mtr with PCC foudation made of CGI sheet , angle , channel, room should be water proof, PCC flooring, PCC foundation for pump motor set, control panel & starter- 02 nos.

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.

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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)

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 (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)

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 upto 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.

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.

Centering and shuttering including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work

Mist control valve 40mm ball valve/100 sluice valve/100mm NRV/150mm sluice valve.

Providing and fixing gun metal gate valve with c.l. wheel of approved quality lscrewed end : -50 mm nominal bore

C.I non return valve 150mm, heavy duty, PN-1.6

Providing and fixing C.l. sluice valves {with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : - 150 mm dia, Class -ii

Pressure guage ISI marked, 0-12 bar, 6" dia

Construction of RCC Column (3 mtr height)-233 nos.

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 upto 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.( 233 nos. 1x1x1.20 mtr)

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.( 233 nos. 1x1x0.1 mtr)

1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)( 233 nos. 1x1x0.1 mtr)

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 (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)

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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natu- ral sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)( 233 nos. x.25 x.25 x 3.40 mtr)

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.

Centering and shuttering including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete

Centering and shuttering including strutting, propping etc. and removal of form for: Columns, Pillars, Piers, Abutments, Posts and Struts

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

Fabrication, installation, commissioning and testing including required misc. material & trial run of the system for 30 days

AMC for operation and maintenace of the system for 730 days (ie., 2years) after trial run(1 skilled & 1 unskilled labour in each shift, for 03 shifts per day)

Total impact of GST plus Labour Cess [@ 1 % (BOCW Cess to be deducted from the RA bill as per the value of the work progress)] for the purpose of CTC

CKS consutling Engineers Private Limited