DESIGN MANUFACTURE SUPPLY INSTALLATION TESTING COMMISSIONING OF 20 CUSEC, 10 MT DYNAMIC HEAD, 960 RPM HORIZONTAL PUMPING UNIT WITH 120 HP ELECTRIC DRIVEN 03 PHASE INDUCTION MOTORAND ALLIED MECHANICAL WORKS(SUCTION DELIVERY ANDFOOT VALVE) (TO BE EXEC

Design, Manufacture, Supply, Installation, Testing & Commissioning Of 20 Cusec, 10 Mt Dynamic Head, 960 Rpm Horizontal Pumping Unit With 120 Hp Electric Driven 03 Phase Induction Motor (Annexure A)

B) M.S. RISING MAIN Fabrication, Providing and installation of 500 mm dia 35Mtrs length (Tentative Dia of Pipe proposed as per calculation. It may be noted here the actual dia of pipe depends upon the design of pump by the manufacturer and proposed thickness of pipe is 6.5 mm thick for both delivery and suction side ).The Cost includes the fitting of flanges and allied items required at site. Approximately weight 59.65 Kg/Mt

Providing and installation of 500 mm dia 6.5 mm thick M.S bends for both Suction and delivery side of installation of Pump.

Providing and installation of 500 mm dia. M.S foot valve including M.S strainer and fitting material.

Fabrication, providing and fitting of 500 mm dia. & 12mm thick, M.S flap valve.

Design,fabrication,providing and installation of 2Ton capacity suction gantry along with working plateform.The job comprises of the following process and involvement of material and specifications:- a) Capacity…………… 2 Ton b)Height of vertical post of ISMB200….12 feet c) Length of Horizontal Beam of ISMB200... 10 feet d) Length of supporting Horizontal beams for working plate200.........11 feet e) Length of Supporting Channels ISC 150......6 feet f) Dimensions of 12mm thick Stiffeners..200x200x12 mm The steel details involved are as under:- A) Vertical Posts out of ISMB 200 =2x12 feet =24 Rft=7.317 [email protected]/m=177.07 Kgs B)Horizontal Beam & supporting for working Platform out of ISMB 200 =1x10+2x11 feet=32 R.ft= [email protected] Kg/m=236.09 KGS C)Supporting Channels out of ISMC 150 = 5x6 feet [email protected]/m=153.652 Kgs D) 6mm thick Hot Rolled Chequered plate for flooring of working platform: =3300x1800mmx6mm=0.0356 cubic meter@7850/cum=279.46 KGS E) Stiffeners out of 12mm thick MS Plate =8x200x200x12=0.00384 Cum@7850Kg/cum=30.144 Kgs F)50x50x6mm Angle for stairs on both sides: =12x1.5feet=18 Rft=5.487 [email protected] Kg/m=24.691 Kg G) Side Supports of vertical posts out of ISMC 100=4x5 ft=20R.ft=6 [email protected] Kg/m=57.36 Kgs Total A+B+C+D+E+F+G=958.467 Kgs Supply,installation,testing and commissioning of 2 Ton capacity,6mts lift chain pully block confirming to IS3832(2005).The job includes providing/Fitting of hanging sling made out of 10 mm dia. Multi strand steel rope. The gantry structure shall have to be painted with two coats of steel primer and two coats of super enamel paint of yellow shade for I-section Horizontal beam and black shade for vertical posts after removing, dirt, dust, grease etc from the surface of the structure. The job further includes required concreting of the fixed members of the Gantry.

Providing and installation of self-priming pump set of size (3” X 2.5”) with suction and delivery pipes/nipples, valves and electrical operative devices.

ELECTRIC WORKS: Providing and fitting of 120 Sq MM copper Conductor along with all fitments.