RR of LWSS Batewari in G.P Dewat Tehsil Chopal Distt. Shimla HP

Providing and installation of submersible pump confirming to ISS9034-1976 along with a directy coupled submersible type squrrile cage electric induction motor suitable for operation on 415-+10% volts 3 phase 50 cycles AC supply water lubericated bearing i/c Supply and fixing of control panel complete with sheet and angle iron fabricvated dully painted and complete with intermal wiring and comprising of air break star delta starter complete with GPSM system to operate through mobiles main switch of suitable amperage T.P. Volt meter an meter phase indicate , Supply and fixing of submersible cable sets 6mmsqmt( 50m length ) Providing and fixing of reputed make of 65mm cast Steel double flanged cast steel reflux valve 1 no of various dia. with req. accessaries in 65 mm dia,rope wire 4mm dia suitable to bear the wight of submersible motor pump set and GI pipe etc including entire carriage of material and supporting clamps submersible set including entire carriage of material upto all leads and lifts. ( Stage 1st 1X20HP) Static Head = 290M Discharge =2.78 LPS

Providing and installation of submersible pump confirming to ISS9034-1976 along with a directy coupled submersible type squrrile cage electric induction motor suitable for operation on 415-+10% volts 3 phase 50 cycles AC supply water lubericated bearing i/c Supply and fixing of control panel complete with sheet and angle iron fabricvated dully painted and complete with intermal wiring and comprising of air break star delta starter complete with GPSM system to operate through mobiles main switch of suitable amperage T.P. Volt meter an meter phase indicate , Supply and fixing of submersible cable sets 6mmsqmt( 50m length ) Providing and fixing of reputed make of 65mm cast Steel double flanged cast steel reflux valve 1 no of various dia. with req. accessaries in 65 mm dia,rope wire 4mm dia suitable to bear the wight of submersible motor pump set and GI pipe etc including entire carriage of material and supporting clamps submersible set including entire carriage of material upto all leads and lifts. ( Stage 2nd 1X20HP) Static Head = 290M Discharge =2.78LPS

Laying ,jointing, with circumferential butt joints by electrical arc welding (Welding thickness shall be equal to pipe wall thickness) and testing of G.I Pipe of Jindal/Surya Roshani /Tata/AST or of approved rate contract of DGS and D / HP Govt make of following diameter confirming to IS:1239:1990 (Part-ii) (latest with up to date amendments having wall thickness as specified below capable of withstanding required test pressure , including manufacturing and fabrication of reducers taper all shorts pieces, bends etc as per site requirement made from parent tubes. The laying of pipe shall also include flanged joints duly welded in three layer (Two inner and one outer) Where ever required as per direction of Engineer in charge (Earth work in trenches and the cost of flanges I/C nut and bolts gasket will be measured and paid for separately) and all operation such as cutting welding and jointing fabrication of bends tees i.e lowering and laying in excavated trench to ensure required level including flushing cleaning and hydraulic testing complete in all respect to the entire satisfaction of the Engineer in charge. The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The welding electrodes shall be as per IS 814 of Advani Overlikon/Over cord s/s make.The damaged portion of the pipe and all specials (if damaged during laying and jointing operation of pipe ) made from the parents tube shall be provided anticorrosive treatment by applying two coats of anticorrosive bituminous paints over a priming coat as per AWWA specification C-203-1978. The rates also includes entire carriage of material ,flushing, Cleaning and Hydraulic testing,DP test of butt welded joints complete in all respect and to the entire satisfaction of Engineer in charge with in all leads and lifts. (Stage 1st & 2nd)

Construction of Pump House (3050MM*3658MM*3353MM/2440MM )Roof Hut Shape (As Per Drawing)and Fixing of 50mm Micro Ribbed Continuous Line Puf Wall Panel Having 0.40mm TCT PPGI Sheet on Both Sides,, Puf Infill with (1) Density 40+2 Kg/M3 . Ral 9002 Sheet and 30/65MM Continuous Line Puf Roof Having 0.40mm TCT PPGI Sheet on Both Sides , Puf Infill Density 40+ 2 Kg/M3. Ral 9002 ( outer Trapezodial / Inner Micro Ribbed Panel ) Sheet . Top & Bottom and L Flashing etc. Roof Size 3658MM *4267MM. ( 2) Supply and fixing of Two No. powder coating off white aluminium Sliding Windows ( As Per Drawing )(3)Supply and fixing 50mm Thick Puff Doors ( As Per Drawing) Sizes 2100MM * 762MM.(4) Supply and fixing Basic Electrical Points ( Light 6no.,Fan 2no, Charging Point 4no. Included.(5) One wash room Supply of Basic Toilet Seat 1no., wash Basin 1no. (brand cera / hindware ) taps 2no One water tank of 500 ltr included all sanitary fitting for wash room.(6) Floor Tiling inside the cabin Tile size 2ft * 2ft. Wash room 1ft * 1ft on Basic Floor . ( basic Floor In Cilent Scope).

In trusses and trussed purlings in buildings.

Providing & Fixing 0.45mm thick prepainted steel sheet in roofing with hot dipped metallic zinc coated sheet with top coat of regular modified polyster (RNP) organic coating of 20 microns over 5 microns primer coating to back coat of polyster of 5 microns over 5 microns primer coatig including Fixing with prepainted iron J or L hooks, bolts and nuts 6mm dia metre with prepainted limpet and rubber washers complete with all accessories as required as per the direction of Engineer-in-charge.

Providing ridges or hips 60 cm over all in plain with galvanised iron prepainted steel Sheet fixed J or L hooks bolts and nuts 8mm dia G.I Limpet and bitumen washers complete 0.60 mm thick sheet.

20 mm thick cement plasterin two coats , 15 mm and finisinhing coat 5 mm thick on rough side of brics/stone/concrete walls for interior plastering up to floor two level including arrisses, internal rounded angles, chamfers and or rounded angles not exceeding 80 mm in girth and finished even and smooth with in all leads and lifts in C.M 1:6 ( 1 cement : 6 sand )

Providing and laying heavy duty precast cement conrete inter locking precast cement conrete inter locking paver blocks vibro compacted upto M-50 grade i/c border or kurb block grey or coloured over sub-base of concrete with 25mm thick average thickness of cement mortar 1:4 (1 cement : 4 sand) laid over and jointed with neat cement slurry mixed with pigment to match the shade of blocks i/c curing rubbing & polishing complete (Sub base concrete floor to be paid for 60mm thick inter locking blocks