Supply, installation, testing and commissioning of electro-mechanical equipment at water supply scheme Chicker Renzipora of Jal Shakti (PHE) Mechanical Division South Awantipora under JJM.

Supply, Installation, Testing & Commissioning of Submersible Pumping Unit as per IS 8034 with following specification are as under: PUMP: Discharge : 4000 GPH, Head = 70 mtr Efficiency = Not less than 50% Speed = 2900 RPM Type of pump = Mixed flow. Type of fluid to be handled = Borewell Water MATERIAL OF CONSTRUCTION: Impeller = Stainless Steel/Chrome Steel Pump Shaft = Stainless Steel SS 410. Pump Casing = Cast Iron/Stainless steel IMPELLER: Impeller is of the enclosed or semi – enclosed type and properly balanced. Enclosed Impellers equipped with seal rings on their hubs. COUPLING: A suitable coupling arrangement provided with pump set. Non Return Valve: Non Return Valve of the suitable size provided above the pump discharge case. MOTOR:- 3 phase induction squirrel cage Motor rating:Suitable for above parameters but not less than 10.00 HP Method of starting = Star – Delta/, Speed = 2900 RPM (Sync). Frequency = 50 ± 3 % Hz Working Voltage = 400± 15% V, 03 phase, Efficiency = As per IS 9283 (2013) with latest amendments Class of insulation = F/Suitable for above parameters Submersible motor should be water filled water lubricated squirrel cage type having capacity for above pumping parameters and working on 3 phase; AC supply ranging from 380 to 415 volts, 50Hz. The motor should be sealed by radial rings to avoid mixing of well water with motor filled water. a) The job includes providing and fitting of interlocking arrangement against any failure of coupling. It must be fabricated out of MS strips of suitable size and length. b) The job includes providing and fitting of appropriate size MS nipple 2 feet long threaded on one end and welded to same size MS flange of thickness (as per Table-17) at other end for column pipe as per site requirement. The threaded portion should be as per size of pumping out let for proper fixing.The job includes providing and fitting of R. I. cloth joints/rubber washers with nuts, bolts and washers for all joints of column pipe. The job also includes lowering of pumping unit in the well then proper testing and commissioning of pumping unit on full load at site. Note: Providing of test certificate, performance chart and Characteristic Curve of pumping equipment is compulsory and pumping unit is to be approved from the concerned Sub Divisional office before procuring.

Fabrication, providing, fitting and lowering, B-Class column pipe conforming to IS: 1239 of length 10 Rft into the 250mm casing dia. production well upto the desired depth ; The job includes Providing and welding of flanges conforming to IS: 6392, Table-05 and PN 16 to these pipes and welding of flanges in two layers to make the flanged joint strong and leak proof. The pipe of 10 ft length is to be weld on both sides with flanges using welding rod of reputed make. The job includes all types of skilled labours, arrangement of power supply/ diesel Generator set etc required for the job including P/F of suitable size nuts bolts and R.I Gasket in the flanged joints of column pipes. The job further includes cutting of 2 No. rectangular cable slots in each flange. The dia of pipe is 65 MM.

Providing/supplying and fitting of G.I flanged Rising Main at site. The Pipe shall be hot dip Galvanized, class C of 65 MM Dia confirming to IS 1239. The job includes providing and fitting of M.S Flanges conforming to BIS 6392/1997 Table 17 (Rating PN16). The flanges shall be double welded both from inside and outside of the pipe using standard electrode of reputed make. Flanges (as per IS 6392/1997 Table:17) Thickness shall conform to IS 6392 Part 1st Table-17. The flange welding shall be carried out in double layers using reputed make electrodes to form strong welding joint. Welding Electrode DC Arc Welding using welding electrode having diameter not less than 4mm. Nuts and Bolts Nuts and Bolts (conforming to IS:1363 Part 1st) Rubber Insertion Gaskets Rubber Insertion Gaskets (conforming to IS: 638/79) to be used between flanged joints. Test certificates of material and hydrotest from the original equipment maunifacturer is to be submitted at the time of supply of material.

Earth work in excavation by manual means in trenches for foundation, drains, pipes, cables (not exceeding 1.5 m in width ) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and reaming of bottom lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed. i.                    All kinds of soil (20%) 01 meter from cutting edge

ii.                   Ordinary rock (20%) 01 meter from cutting edge

Filling available excavated earth in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth , consolidating each deposited layer by reaming and watering, lead upto 50 m ad lift upto 1.5m.

Providing and laying of soling stone including manual compaction

Centering and shuttering including strutting, propping etc. and removal of form work for: Foundation, footings, bases for columns

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering - all work upto plinth level with 1: 2 : 4 mix (1 cement , 2 coarse sand , 4 graded stone aggregate 20 mm nominal size).

Providing and laying in position 12 mm thick cement plaster of mix: 1:4 (1 cement : 4 fine sand)