Providing LWSS to Diunder Mata Temple from Delivery tank of LWSS Gagna Badlog in Tehsil Chopal Distt, Shimla

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 2X20HP) Static Head = 290M Discharge =3.00 LPS

Excavation in foundations , trenches etc., in earth work , lift up to 1.50 metres. Stacking the eacavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15 cm. (fifteen centimetres) layers , when required in to plinth and sides of foundations etc., conslolidating each of the disposited layer by ramming and watering and then disposing off all excavated soil as directed with in the load of 20 mtrs. Pick and Jumper work etc. complete as per the direction of the Engineer - in - Charge.

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 )

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).

Steel work welded in built up sections, trusses and framed work including cutting hoisting Fixing in position and applying a priming coat of red lead paint :-

In trusses and trussed purlings in buildings.

White washing with lime on undecorated wall surfaces (two coats) to give an even shade including thoroughly brooming the surface to remove all dirt dust mortor drops and other foreign matter.

Supplying and Fixing woven plains G.I wire fencing of mesh 50mm to 150 mm to any type of standard rails ,strainging bolts etc. including provision of binding wire, staples etc.

Excavation in earth work in all kind of soil stacking excavated soil in the plinth sides of foundation and then disposing of all surplus soil in all leads & lifts as directed by Engineer in Charge.

Providing and laying cement concrete 1:6:12 (1cement: 6sand: 12graded stone agg. 40mm nominal size)and curing complete excluding cost of form work in :- a) Foundation and plinth./walls

Providing and laying cement concrete 1:1:2 ( 1cement: 1 sand: 2 graded stone aggregate 20 mm nominal size )and curing complete excluding the cost of form work and reinforcement in:-

foundation footing and bases of columns & like mass concrete.

Walls(any thickness but ot less than 0.1 mtr thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level up to floor two level.

Providing & laying CC 1:2:4 1cement:2 sand 4 graded aggregates 20mm nominal size curing complete excluding cost of form work & reinforcement for RCC work in:- with in all leads and lifts as per the directions of the Engineer in charge.

In suspended floor roofs landing shalves & their support balconies,beams, girders bressumers cantilevers upto floor two level

Providing form work with steel plates 3.15mm thick so as to give fair finish I/c centering shuttering propping etc. height of propping below supporting floor to ceiling not exceeding 4mt. Height & removal of same in situ reinforce ment concrete and plain concrete work in :-

Vertical surface such as walls(any thickness) partitions and the like including attached pillasters, butteresses, plinth and string courses and the like.

Flat surfaces such as soffits of suspended floor roofs landing & like floor etc.,upto 200mm thickness.

Edge of slab and break in floor 20 cm wide

Providing mild steel/tor steel reinforcement I/c bending binding and placing in position complete

Providing and laying cement concrete 1:3:6 (1cement: 3sand: 6graded stone agg. 40mm nominal size)and curing complete excluding cost of form work in :- a) Foundation and plinth.

Providing andf laying cement concrete 1:5:10 (1 cement :5 sand : 10 graded stone aggregate 40 mm nominal size ) with 15% plum concrete and curing complete excluding cost of form work in retaining walls/breast walls,the size of plums shall usually be 150 mm to 300 mm as per H.P.P.W.D Specification.

Boulder/Stone filling behind retaing wall & crate wall within all leads and lifts and as directed by the Engineer-in-charge.

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