Source Augmentation Imp of LWSS Kathwari its adjoining villages in GP Bir Bari Gumanoo Sadhhyana Sehali Sai Kashan Sadoh and Tarnoh Tehsil Sadar Distt Mandi HP UNDER JJM

Amount

Cutting in earth work and disposal of excavated earth work in all kinds of soil such as pick work, jumper work, blasting work, chiselling work soft/hard rocks where blasting is prohibited in all leads and lifts.

Excavation in foundation and trenches etc.in earth work in all kind of soil such as pick work, jumper work, saturated soil including bailing or pumping out water, blasting soft / hard rock, chiselling soft/.hard rock where blasting is prohibited in all lifts including trimming and dressing of sides,levelling of bed,stacking the excavated soil clear from the edge of excavation and then returning the excavated soil in 15cm.layers including consolidating each deposited layer by ramming ,watering and then disposing of all surplus excavated soil as directed in all leads/lifts and shoring,strutting,timbering and dewatering where ever required as per direction of the Engineer-in-Charge.etc.complete in all respects.

Excavation in foundations trenches etc. (for pipes and pits) upto all depths in all kinds of soil such as pick work, jumper work, blasting and chiselling soft/hard rocks where blasting is prohibited in all leads and lifts including trimming and dressing of sides levelling of bed to correct excavation and returning the stacked soil after laying jointing and testing of G.I.Pipes in trenches in 15 cm. layers including consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed in all leads and lifts and soring strutting/timbering and dewatering where ever required including restoration of un-metalled/metalled paved surface of its original conditions including cost of diversion for traffic night signals Fixing caution boards and fencing etc.complete in all respects.

Providing and laying cement concrete 1:6:12 (1 cement : 6 sand : 12 crushed stone aggreagte 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth in all leads and lifts.

Providing and laying cement concrete 1:5:10 (1 cement:5 sand: 10 graded stone aggregate 40mm nominal size ) with 15 % plum 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 specifications in all leads and lifts.

Providing and laying cement concrete 1:4:8 (1 cement : 4 sand : 8 crushed stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth in all leads and lifts.

Providing and laying cement concrete 1:3:6 (1 cement : 3 sand : 6 crushed stone aggregate 40 mm nominal size) and curing complete excluding the cost of form work in foundation and plinth in all leads & lifts.

Random rubble masonry /polygonal rubble masonry (uncoursed brought to courses) with hard stone of approved quality in foundation and plinth including levelling up with cement concrete 1:6:12 (1cement:6 sand:12 crushed stone aggregate 20 mm nominal size) at plinth level in cement mortar 1:6 (1 cement : 6 sand) in all leads and lifts.

Providing and Fixing pressed steel doors frames manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jump lock jamb,beed and if required angle threshold of mild steel angle of section 50x25mm or base ties of 1.25 mm pressed mild steel welded or rigidly fixed together by mechanical means,adjustable lugs with split and tails to each jamb including steel butt things 2.5 mm thick with guards lock strike plate and shock as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-Charge.

Brick work using common burnt clay building bricks in foundation and plinth in cement mortar 1:6 (1cement : 6 sand ) in all leads and lifts. 2nd class bricks.

Providing form work with steel plates 3.15 mm thick welded with angle iron in frames 30x30x5 mm, so as to give a fair finish including centering ,shuttering, propping etc.with wooden battens and ballies, height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for-in-situ reinforced concrete and plain concrete work in:- Foundation footings bases of columns and the like and mass concrete in all leads and lifts.

Beam, cantilever, girders and lintels, sides and soffits of beam, beam haunching, cantilever, bressumers and lintels not exceeding 1 mtr. In depth in all heights from floor in all leads and lifts.

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

Columns, pillars, post and struts :- Square, rectangular or polygonal in plan upto 4.00 meters height in all leads and lifts.

Columns, pillars, post and struts :- Square, rectangular or polygonal in plan above 4.00 meters height in all leads and lifts.

Flat surfaces such as soffits of suspended floors, roofs landings and the like: floors etc. up to 200 mm in thickness in all leads & lifts.

Edges of slab and breaks in floors and walls under 20 cm wide in all leads and lifts.

Providing form work of ordinary timber plankings so as to give a rough finish including centering, shuttering, propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for-in-situ reinforced concrete and plaiin concrete work in:- Arches, domes, vaults up to all span in all leads and lifts. Upto 4.00 Meters height.

Above 4.00 Meters height.

Providing and laying cement concrete 1:11/2 :3 (1cement : 1 1/2 sand: 3 crushed stone aggregate 20 mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in :- Foundation footings bases of columns and the like and mass concrete in all leads and lifts.

Walls (any thickness but not less than 0.1 mtr thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level up to floor two level in all leads & lifts.

Walls (any thickness but not less than 0.1 mtr thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level up to floor four level to five level in all leads & lifts.

Colunms pillars posts and struts upto floor two level in all leads and lifts.

Colunms pillars posts and struts upto floor two level to three level in all leads and lifts.

Colunms pillars posts and struts upto floor three level to four level in all leads and lifts.

In beam, beam haunching, cantilever, bressumers and lintels not exceeding 1 mtr. In depth in all heights from floor two level in all leads and lifts.

In beam, beam haunching, cantilever, bressumers and lintels not exceeding 1 mtr. In depth in all heights from floor two level to three level in all leads and lifts.

In beam, beam haunching, cantilever, bressumers and lintels not exceeding 1 mtr. In depth in all heights from floor three level to four level in all leads and lifts.

Arches upto floor two level in all leads and lifts.

Arches upto floor two level to three level in all leads and lifts.

Arches upto floor three level to four level in all leads and lifts.

Suspended floors, roofs, landings and shelves and their supports, balconies, beams, girders, bressumers and cantilivers up to floor three level to four level in all leads and lifts.

Providing and laying cement concrete 1:2:4 ( 1 cement : 2 sand : 4 crushed stone aggregate 20 mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in :- Foundation footings bases of columns and the like and mass concrete in all leads and lifts.

Suspended floors, roofs, landings and shelves and their supports, balconies, beams, girders, bressumers and cantilivers up to floor two level in all leads & lifts.

Providing and laying Tor Steel reinforcement for reinforcement cement concrete work including bending, binding and placing in position includig the cost of binding wire and cutting in all leads and lifts as per the directions of the Enginerer-in-Charge.

Providing and Fixing of Carb winch room of 3 MT capacity with lift of 20 meters with 16 mm wide rope in all leads and lifts.

Providing and Fixing of Carb winch of 10 MT capacity with lift of 20 meters with 25 mm wire rope in all leads and lifts.

Providing and Fixing of moveable trolly of 10 MT capacity to mount the pumping machinery etc.and attached to the winch on rail track of 750 mm complete in all leads and lifts.

Providing and Fixing of moveable trolly of 10 MT capacity of carriage of matirial etc.and attached to the winch room on rail track of 750 mm complete in all leads and lifts.

Providing and Fixing of flat footed rail type 50 R for N.G.track i/c rail fixtures and fastners etc. complete in all leads and lifts.

Providing and Fixing 300X300X10mm insert plate @ 90 cm C/C complete in all leads and lifts.

Providing and Fixing Lugs 10mm dia 20 cm long complete in all leads and lifts.

Boulder filling under floor complete in all leads and lifts.

Half bricks masonry in common burnt clay building bricks in cement mortar 1:4 (1cement:4 sand) in all leads and lifts. 2nd class Bricks.

Pointing on brick work with cement mortor 1:3 (1cement : 3 sand) Raised and Cut in all leads and lifts.

Providing and laying brick tiles over mumty roofs grouted with cement mortar 1:3 ( 1 cement :3 sand ) over a 12 mm layer of C.M 1:3 ( 1 cement : 3 sand ) and finished neat with in all leads and lifts complete in all respect in all leads and lifts.

6 mm cement plaster to ceiling in cement mortor 1:3 (1 cement : 3 Sand) complete in all leads and lifts.

15 mm thick cement plaster in single coat on rough side of brick/concrete/stone walls for interior plastering upto floor two level brick/concrete/stone walls for interior plastering upto floor two levels including arrises internal rounded angles chamfers and or rounded angles not exceeding 80 mm in girth and finished even and smoothing cement mortar 1:6 (1cement:6 sand) in all leads and lifts.

20 mm thick cement plaster in single coat on rough side of brick/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 ) in all leads and lifts.

White glazed tiles 6 mm thick in flooring cement mortar 1:3 (1cement : 3 sand) finished with flush pointing in white cement in all leads and lifts.

White glazed tiles 6 mm thick in skirting risers of steps and dado 12 mm thick cement mortar 1 :3 ( 1 cement : 3 sand ) and jointed with cement slurry in all leads and lifts.

Cement concrete flooring 1:2:4 (1 cement : 2 sand : 4 crushed stone aggregate 20 mm nominal size) laid in one layer finished with a floating coat of neat cement 40 mm thick in all leads and lifts.

Providing and Fixing panneled glazed or panelled and glazed shutters for doors, windows and clerestory windows,including black enamelled iron butt hinges with necessary screws. 40 mm thick. 2nd class deodar wood in all leads and lifts.

Providing & fixing M.S. grills of required pattern in wooden frame of window etc.with M.S. flats, square or round barswith round headedbolts and nuts by screws plain grills in all leads and lifts.

Providing and fixing wire gauge shutters using galvanised M.S. wire gauge of IS gauge specification 8 S.G with wire of dia 0.56 mm for doors,windows i/c bright finished black enamelled iron butt hinges with necessary screws 30 mm thick of 2nd class deodar wood with in all leads and lifts complete in all respect.

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 and other foreign matters in all leads and lifts.

Distempering with dry distemper of approved brand and manufacture (two coats)and of required shade on un-decorated wall surface to give an even shade sand papered smooth in all leads and lifts.

Providing in RCC work smooth finishing of the exposed surface with cement mortor 1:3 ( 1 Cement : 3 Sand) complete in all respect within all leads & lifts.

Finishing wall with water proofing cement paint of approved brand and manufacture (two coats) brushing to give an even shade I/c cleaning of oil,dirt,dust and other foreign matters,sand papering and knotting etc. with in all leads and lifts complete in all respect in all leads and lifts.

Applying priming coat on new wood and wood based surfaces after and including preparing the surface by thoroughly cleaning oil,grease,dirt and other foreign matters,sand papering and knotting.Ready mixed paint brushing wood primer pink in all leads and lifts.

Painting two coats (excluding priming coat)on new wood and wood based surfaces with enamel paint to give an even shade including cleaning the surface of dirt,dust and other foreign matters sand papering and stopping with enamel paint other than white in all leads and lifts.

Providing and Fixing anodized MS sliding door bolts with bolts and nuts screws etc.complete. 300 x 16 mm in all leads and lifts.

Providing and Fixing anodized MS tower bolts(barrel type)with screws etc.complete in all leads and lifts. 250X10 mm .

Providing and Fixing anodized MS handles with necessary screws etc. complete in all leads and lifts. 125 mm.

Precast terrazzo tiles hydraulic compressed 20 mm thick with marble chips of specified size in flooring cement mortar 1:6 (1cement : 6 sand) jointed with neat cement slurry. (Dark shade) in all leads and lifts.

Providing plinth protection 50 mm thick in cement concrete 1:3:6 (1cement : 3 sand : 6 crushed stone aggregate 20 mm nominal size) in all leads and lifts.

Providing under layer for plinth protection of 75mm thick (unconsolidated) bed dry brick/stone agg.40mm nominal size well rammed with rammed and consolidated and grouted with fine sand including preparation of ground in all leads and lifts.

Constructing coursed rubble hammer dressed "U" shape open surface drain with side wall 15 X 22 cm in cementy mortar 1:6 ( 1 cement, 6 sand ) and inside plastering with cement mortar 1:3 ( 1 cement, 3 sand ) i/c earth work and laying 10 cms cement concrete in 1:5;10 ( 1 cement,5 sand,10 graded stone aggregate 40 mm nominal size ) and 7.5 cms cement concrete 1:2:4 ( 1 cement,2 sand,4 graded stone aggregate 20 mm nominal size ) and finished with a floating coat of neat cement complete as per standard design with in all leads and lifts complete in all respect.

Providing and Fixing of Steel / fibre reinforcement concrete (SFRC) manhole cover with frame conforming to IS-12592 (Part - I) -1998 with latest ammendments 560 mm dia medium duty in all leads and lifts.

Supplying and fixing of cast iron manhole cover with frame 455 x 610 mm rectangular C.I. cover (light duty) single seal pattern the weight of cover 23 Kg. and weight of frame 15 Kg. The total weight of cover and frame to be not less than 38 Kg. compelete in all leads and lifts.

Providing, laying, jointing (by way of circumfrential butt welded joints by electrical arc welding ) and testing of MS pipe of following dia meters confirming to BIS 3183-2007, steel grade specified below (latest with upto date amendments) having wall thickness as specified below with bevelled ends and capable of withstanding required test pressure in a random length of 4 to 7 meters, including manufacturing reducers / tapers, all short pieces, beds etc. as per site requirement made from parent tubes . The laying of pipe will include all operation such as cutting, welding, jointing, fabrication of bends, tees etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the 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 pipes shall be factory galvanized (zinc coating both inside and outside) as per relevant IS standards. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing complete to the best satisfaction & direction of Engineer in charge with in all leads and lifts. (Earth work in trenches will be measured and paid for separately). 200 mm diameter.

150 mm diameter

Providing, laying, jointiong and testing in trenches GMS pipe of following dia meters confirming to BIS: 1239 (Part-i),of following grade having wall thickness as specified below with plain end and capable of with standing required test pressure in random length of 4 to 7 meters, including special, short pieces , beds reducers, tees etc. made from parent tube providing and welding of MS flanges detailed as below. The MS flanges shall confirm to BIS 6392 - 1971 (with latest up to date amendments) duly welded in two layers (two inner and two outer) with pipes at both ends as per relevant BIS standards along with nuts and bolts of required sizes, 3 mm thick compressed asbestos fiber/synthetic rubber gaskets confirming to relevant BIS standards. The laying of pipe will include all operation such as cutting, welding, jointing , providing and fixing of MS flanges, fabrication of bends, tees etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the 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 pipe shall be factory galvanized (zinc coating both inside and outside) as per relevant IS standards. The welding electrodes shall be as per IS 814 of Advani Oerlikon/L&T or ISI marked make. The rates also includes entire carrage of material, flushing, cleaning & hydraulic testing complete to the best satisfaction & direction of Engineer in Charge with in all leads and lifts (Earth work in trenches will be measured and paid for separately) 100 mm diameter.

50 mm diameter

Providing, laying and jointing, testing in trenches galvanised mild steel tubes (Light Class) screwed and socketed, ISI marked, conformining to IS :1239 & latest with upto date ammendments including tube fitting such as bends, tees, air valves, unions and collars etc. as per direction and to the entire satisfaction of the Engineer-in-charge (Earth work in trenches to be measured and paid for separately) in all leads and lifts. 125 mm diameter.

100 mm diameter

65 mm diameter

Providing and Fixing Cast Iron Sluice Valve of LEADER / KIRLOSKAR / KILBURN make IS No. 14846 class PN 1.00 with flange Table - 5 including welding of flanges, Nuts & Bolts and Gasket etc.The sluice valve conforming to IS - 780. The dia of valve as mentioned below complete in all leads and lifts and to the entire satisfaction of the Engineer - in - Charge. 200 MM Diameter Table - 5

150 MM Diameter Table - 5

125 MM Diameter Table - 5

100 MM Diameter Table - 5

65 MM Diameter Table - 5

50 MM Diameter Table - 5

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 gratting, framed guard bar, ladders, railing brackets and similar works in all leads and lifts.

Providing and Fixing wire gauge using galvanised M.S. wire gauge of I.S. gauge designation 85 G. with wire of dia 0.56 mm for Ventilator of tank complete in all respect in all leads and lifts.

Providing and Fixing of MS Fabricated Protection Panel 750 mm x 750 mm made with MS Angle 40 x 40 x 4 mm for frame, MS Angle 30 x 30 x 3 mm for cover, MS Flat 25 x 5 mm for Fixing of sliding door bolt and MS Sheet 4.00 mm thick for protection of manhole covers of storage tanks including the cost of cutting and welding of MS angle, MS Flat & MS Sheet, embedding in RCC Slab by drilling holes in MS angle & in RCC slab, provision for providing and Fixing sliding door bolt 300 x 16 mm, MS Handle 100 mm, Lock and applying a coat of red lead paint & painting two coat with steel paint (Firoza Blue) complete job in all respect in all leads and lifts and to the entire satisfaction of the Engineer - in - Charge.

1.20 metre heigh fencing (as per approved design) 1.80 metres R.C.C.posts 3 metres centre to centre and R.C.C. struts with 7 horizental lines and two diagonals of galvanised steel bar bed wire (IS 278-1962 type I) weighing 9.38 kg./100 metres (minimum) strained and fixed to posts by typing to 6mm galvanised steel bar niles/clips with G.I. binding wire including cost of Excavation, R.C.C. Posts,R.C.C. struts and straining belts and embeded in cement concrete 1:4:8 ( 1cement : 4 sand : 8 graded stone aggregate 40 mm nominal size) and curing complete in all respect with manufacturing & Fixing of MS Gate 1.20X1.50 Meter and to the entire satisfaction of the Engineer-in-Charge.

Proving & fixing of below items required for OHSR complete. Lightening Conductor

Water measurement gauge

Provision for ventilation complete

Flanged bell mouth a/w puddle collars

Expansion joints

Construction designing testing and commissioning of water treatment plant 2.00 MLD at following locations comprising of following units.RAW WATER TANK .INLET CHAMBER .INLET CHAMBER &PARSHALL FLUME.PRE SETTLING TANK.FLASH MIXER UNIT. FLOCULATOR SETTLING TANK. RAPID SAND GRAVITY FILTER . BACK WASH SYSTEM . CLEAR WATER TANK . PLANT BULDING . LABORATORY EQUIPMENT and Proivision for barbed wire fencing with RCC poles around water treatment plant =266.00 Rmt.complete in all respect.and to the entire satisfaction of the Engineer-in-Charge. Note:- (1). The Lump-Sum Price bid of the contractor shall consist of following three parts. (a). Cost of WTP component including pump house cum WC toilet with septic tanks mechanical/electrical works (excluding site development) Rs. (b). Cost of site development work including R/wall, B/wall etc Rs. (c ). C/O Cost of fencing work Rs (d). Cost of Gaseous Chlorination. (e) C/O Approach roadh for WTP. ( f). Total Cost = ( a+b+c+d+e). Rs. (2). The detailed design parameters /specification and conditions shall be as per detailed design parameters. (3). The contractor/ firm shall propose the layout of WTP units in such a manner that the cost of site development is minimum. Terms and Condition:- The firm shall submit the detailed hydraulic and structural design and drawing for each component of treatment plant which shall be approved by the department before the work is started. Before submitting the hydraulic as well as structural design and drawing for approval by the department it should be duly vetted from any of institution mentioned below:- (ii) Any of IIT/NIT (iii) (ii) Punjab Engineering College Chandigarh. The design/ drawing of mechanical/ electrical equipment and wiring etc. along with manufacture’s specification/design also be submitted for approval of the department after vetting. In design and drawings the contractor/ firm shall submit the design calculations clearly indicating various formulae used and reference of books IS codes thereto. The contractors/ firms shall also supply software copy.(CD) of design calculation along with basic data used in the design so as to facilitate the quick checking/approval of the same. On the completion of all civil mechanical and electrical works, the contractor shall test/run the plant for 90 days before handing over the same to the department at the risk and cost of the contractor, however, electrical charges shall be borne by the department. During this period the contractor shall run the plant of full rated capacity and produce the results as per the CPHEEO standards and ISI codes in the presence of Engineer-in-Charge or his representative. During this period , the daily testing of raw water and treated water samples shall be done. Complete record of the test results and the flow measurement shall be kept during this period. If the performance of various units of the treatment plant is as specified in the CPHEEO Manual the plant shall be formally taken over by the department, otherwise the contactor shall make necessary changes / repair to improve the efficiency of the units/plant. The contractor / firm shall run and maintain the plant for further 90 days after handing over the plant to the department. During this period the firm shall depute at least one trained person to train the departmental persons in operating, maintaining the plant and regular testing of the raw water and treated water samples in the laboratory for the same period shall be done. During this period. Only energy charges shall be borne by the department. The contractor/ firm shall be responsible for any break down of the machinery/ equipment and shall have to repair all the fault/defects as directed by the Engineer-in-Charge. Out of 90 days one month should preferably be Monsoon to test the plant for heavy silt loads.

GASEOUS CHLORINATION SYSTEM :- Supply, delivery, erection and commissioning of vaccum operated, pressure feed chlorination system capable to treat 7.45 MLD water (16 Hours pumping) i/c control panel, Chlorinator, interconnecting pipe line, field test kit, Monoblock pump, Chlorine leak detector, On-line chlorine analyser, Gas cylinder 100 kg 5 no's, gas tonner etc complete at WTP Site. Provision for online Quality Monitoring at storage reservoirs shall be provided. Plant room for installation of above equipments shall also be constructed at the site complete in all respect.The rates quoted by the contractor shall be for the complete work. All ancilliary works and accessories required to make the system fully functional shall be included in the cost of work. Nothing extra shall be paid on this account.

Providing and fixing automatic flushing cistern with a pair of CI or MS bracket complete with fitting including CI Syphonic apprature masquits proof lid, CP brass unions and coupling for connecting with inlet outlet and over flow pipes including cutting holes and making good the same Over flow pipe to be measured and paid for seperately (Viterous china 5 liters capacity in all leads and lifts.

Providing and fixing vitreous china wash down water closet (Indian Type, W.C pan) with integral P or S trap including jointing the trap with soil pipe in cement mortar 1 : 1 ( 1 cement 1 sand) ( Seat and cover to be measured and paid for separately) (White colour) in all leads and lifts.

Providing and fixing 100 mm size P or S trap for water closet ( Squatting Pan) including jointing the trap with the pan and soil pipe in cement mortar 1:1 ( 1cement : 1 sand) Sand cast iron in all leads and lifts.

Providing & fixing viterious china wash basin with single hole for pillar tap with CI or MS bracket painted white including cutting hole including good the same excluding fitting Cera sanitary work (cornet) white 550x400 white in all leads and lifts.

Providing and fixing viterious china padestral for wash basin complete recessed at the basic for reception of pipe and fittings Cera sanitary work (carnet) white (Viterious China in White Colour) in all leads and lifts.

Providing and Fixing of water storage tank sintex having of capacity 500 liters with necessary fittings including over flow pipes, scour pipes etc. inlet and outlet and inside paint of required size for inlet or outlet and inside paint of approved quality complete including hoisting complete in all respects in all leads and lifts.

Providing and fixing on wall face PVC (D - Plast) rain water pipes of working pressure not less 4.5 Kg/Sqcm including fitting the joints with approved adhesive complete with in all leads , lifts and carriage of materials.110 mm nominal bore in all leads and lifts.

Providing and fixing on wall faces PVC door bend (D-Plast) with oval access door, insertion rubber washer 3 mm thick bolts and nuts ISI marked complete including fixing with approved adhesive complete.75 mm nominal bore in all leads and lifts.

Providing and fixing to wall ceiling and floor galvanised mild steel tubes (Medium grade) tube fittings and clamp including making good the wall ceiling and floor in all leads and lifts.) 15 mm nominal bore in all leads and lifts.

Providing and fixing full way wheel valve 15 mm dia Gun metal in all leads and lifts.

Providing and fixing cast iron spun soil waste and ventilating pipe lead caulked joint to be measured and paid for separately 100mm dia with C.I cowl 100 mm dia nominal size in all leads and lifts.

Providing and fixing brass bib tap (superior qualityor heavy type) 15 mm dia in all leads and lifts.

Providing & Fixing CP Brass Soap Dish with CP breckets fixed to wodden plugs with CP brass screws complete in all respect in all leads and lifts.

Wiring for light point / fan point / exhaust fan / call bell point with 1.5 Sq. mm. PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in PVC casing & capping and earthing the light point with 1.5 Sq.mm. HRFRLS/PVC insulated single core copper conductor cable as required Group C.

Wiring for circuit / sub-main with following size PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in PVC casing & capping along with 1 No.HRFRLS/PVC insulated single core copper conductor cable of same size for earthing as required. 2 x 1.50 Sq. mm.

2 x 4.00 Sq. mm.

Supplying and fixing 3 pin 5/6 amps. Socket outlet on the exists switch box/covers including connections etc. as required.

Supplying and fixing 2 way 5/6 amps. Tumbler/piano type switch on the existing switch box on the switch box/cover including connections etc. as required.

Supplying and fixing 3 pin 15/16 amps. Socket outlet on the exists switch box/covers including connections etc. as required.

Supplying and fixing 15/16 amps. Tumbler/piano type switch on the existing switch box on the switch box/cover including connections etc. as required.

Supplying and fixing wooden box of following size (nominal) on surface or recess with suitable size of phenolic laminated sheet cover of in front as required. 229 mm.x 102 mm.x 60 mm. deep

203 mm.x152 mm.x 60 mm. deep

Supplying and fixing ceiling rose on existing junction box/ wooden block including connections etc. as required.

Supplying and fixing plain pandent with 16/20 mm twin twisted, flexible PVC insulated copper cable and backelite pendant holder including connections, etc. as required.

Supplying and Fixing 5 Amps to 32 Amps rating, 240 Volts, L series miniature circuit breaker of following poles in the existing MCBDB complete with connections, testing and commissioning etc. as required Cat - A. (Single Pole)

Providing and Supplying of CFL 1x23 watt in all leads and lifts.

Providing and Supplying of CFL 1x5 watt in all leads and lifts.

Supplying and Fixing of following way, single pole and neutral, sheet steel, MCB distribution board, 240 Volts on surface/ recess, complete with tinned copper busbar, netural link, earthbar, dibnbar, detachable gland plates, inter connections, i/c painting, earthing etc. as required busbar 8 way.

Supplying and fixing following rating, double pole, 240 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. (63 amp. CAT - A)

Providing, installing, testing and commissioning of ceiling fan and regulator i/c wiring the down rod of standard length (upto 30 Cm with 1.5 Sqmm PVC insulated copper conductor signle core cable etc. as required.Ceiling fan 1400 mm sweep category A

Providing and fixing ultra slim decorative extruded box fixture with domestic electronic ballast, snap-on installers, suitable for 28 watt FTL (T5), complete with all accessories (including one No. T-5 Tube), connections, testing and commissioning etc. as required 1 x28 watt-FTL (T5) (Category-A)

Providing and Fixing LED Flood Light watt mentioned below (OREVA make) complete in all respect in all leads and lifts.

Providing and fixing two core service wire 6 Sqmm thick in all leads and lifts.

Providing , laying, fixing, jointing and testing in trenches MS pipe of following dia meters confirming to confirming to BIS 3183-2007, of following grade and having wall thickness as specified below with plain end and capable of withstanding required test pressure in random length of 4 to 7 meters, including specials, short pieces, bends, reducers, tees etc. made from parent tube, providing and welding of MS flanges detailed as below. The MS flanges shall confirm to BIS 6392-1971 (with latest up to date amendments) duly welded in two layers (two inner and two outer) with pipes at both ends as per relevant BIS standards along with nuts and bolts of required sizes, 3mm thick compressed asbestos fiber/synthetic rubber gaskets confirming to relevant BIS standards. The laying of pipe will include all operation such as cutting, welding, jointing, providing & fixing of MS flanges, fabrication of bends, tees etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the 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 pipes shall be factory galvanized (zinc coating both inside and outside) as per relevant IS standards and the damaged portion of the pipes and specials made form the parent tube shall be provided anticorrosive treatment by applying two coats of anticorrosive bituminous paint over a priming coat as per AWWA specifications C-203-1978. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing complete to the best satisfaction & directin of Engineer in charge with in all leads and lifts. (Earth work in trenches will be measured and paid for separately). Raw Water Stage :- 200 mm diameter MS Pipe (L-290 or X-42) 4.00 mm thickness with Flane Table-11

First Stage :- 200 mm diameter MS Pipe (L-290 or X-42) 5.60 mm thickness with Flane Table-34

200 mm diameter MS Pipe (L-290 or X-42) 4.80 mm thickness with Flane Table-28

200 mm diameter MS Pipe (L-290 or X-42) 4.00 mm thickness with Flane Table-28

200 mm diameter MS Pipe (L-290 or X-42) 4.00 mm thickness with Flane Table-23

200 mm diameter MS Pipe (L-290 or X-42) 4.00 mm thickness with Flane Table-17

200 mm diameter MS Pipe (L-290 or X-42) 4.00 mm thickness with Flane Table-5

Second Stage :-150 mm diameter MS Pipe (L-290 or X-42) 4.80 mm thickness with Flane Table-28

150 mm diameter MS Pipe (L-290 or X-42) 4.00 mm thickness with Flane Table-28

Providing, laying, jointing (by way of circumfrential butt welded joints by electrical arc welding) and testing of MS pipe of following dia meters confirming to BIS 3183-2007, steel grade specified below (latest with upto date amendments) having wall thickness as specified below with bevelled ends and capable of withstanding required test pressure in a random length of 4 to 7 meters, including manufacturing reducers/ tapers , all short pieces, beds etc. as per site requirement made from parent tubes . The laying of pipe will include all operation such as cutting, welding, jointing, fabrication of bends, tees etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the 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 pipes shall be factory galvanized (zinc coating both inside and outside) as per relevant IS standards. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing complete to the best satisfaction & direction of Engineer in charge with in all leads and lifts. (Earth work in trenches will be measured and paid for separately). Raw Water Stage :- 200 mm diameter MS Pipe (L-290 or X-42) 4.00 mm thickness

First Stage :-200 mm diameter MS Pipe (L-290 or X-42) 5.60 mm thickness

200 mm diameter MS Pipe (L-290 or X-42) 4.80 mm thickness

200 mm diameter MS Pipe (L-290 or X-42) 4.00 mm thickness

200 mm diameter MS Pipe (L-290 or X-42) 4.00 mm thickness

200 mm diameter MS Pipe (L-290 or X-42) 4.00 mm thickness

200 mm diameter MS Pipe (L-290 or X-42) 4.00 mm thickness

Second Stage :- 150 mm diameter MS Pipe (L-290 or X-42) 4.80 mm thickness

150 mm diameter MS Pipe (L-290 or X-42) 4.00 mm thickness

Providing, laying, jointiong and testing in trenches GMS pipe of following dia meters confirming to BIS: 1239 (Part-i),of following grade having wall thickness as specified below with plain end and capable of with standing required test pressure in random length of 4 to 7 meters, including special, short pieces , beds reducers, tees etc. made from parent tube providing and welding of MS flanges detailed as below. The MS flanges shall confirm to BIS 6392 - 1971 (with latest up to date amendments) duly welded in two layers (two inner and two outer) with pipes at both ends as per relevant BIS standards along with nuts and bolts of required sizes, 3 mm thick compressed asbestos fiber/synthetic rubber gaskets confirming to relevant BIS standards. The laying of pipe will include all operation such as cutting, welding, jointing , providing and fixing of MS flanges, fabrication of bends, tees etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the 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 pipe shall be factory galvanized (zinc coating both inside and outside) as per relevant IS standards. The welding electrodes shall be as per IS 814 of Advani Oerlikon/L&T or ISI marked make. The rates also includes entire carrage of material, flushing, cleaning & hydraulic testing complete to the best satisfaction & direction of Engineer in Charge with in all leads and lifts (Earth work in trenches will be measured and paid for separately) Second Stage :- 150 mm dia-GMS pipe 5.40 mm thickness with Flange Table-28 (Heavy Class)

150 mm dia-GMS pipe 4.80 mm thickness with Flange Table-28 (Medium Class)

150 mm dia-GMS pipe 4.80 mm thickness with Flange Table-17 (Medium Class)

150 mm dia-GMS pipe 4.80 mm thickness with Flange Table-5 (Medium Class)

Providing, laying, jointiong and testing (by way of circumfrential butt welded joints by electrical arc welding) and testing of GMS pipe of following dia meters confirming to BIS: 1239 (Part-i) grade specified below (latest withup to date amendments ) having wall thickness as specified below with bevelled ends and capable of with standing required test pressure in random length of 4 to 7 meters, including manufacturing reducers tapers , all short pieces, beds etc. as per site requirement made from parent tubes. The laying of pipe will include all operation such as cutting, welding , jointing , fabrication of bends , tees etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the 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 pipe shall be factory galvanized (zinc coating both inside and outside) as per relevant IS standards. The welding electrodes shall be as per IS 814 of Advani Oerlikon/L&T or ISI marked make. The rates also includes entire carrage of material, flushing, cleaning & hydraulic testing complete to the best satisfaction & direction of Engineer in Charge with in all leads and lifts (Earth work in trenches will be measured and paid for separately) Second Stage :- 150 mm dia-GMS pipe 5.40 mm thickness (Heavy Class)

150 mm dia-GMS pipe 4.80 mm thickness (Medium Class)

150 mm dia-GMS pipe 4.80 mm thickness (Medium Class)

150 mm dia-GMS pipe 4.80 mm thickness (Medium Class)

Pumping Machinery:- Supply of submersible pumping set of KSB/Calama/SU/ johnson and other approved make comprising to latest relevant BIS Code. The pump should be fitted with bronze impller of suitable alloys as per BIS 5659-1972 latest suitable for having greased packed bearing and shaft with wound stator on motor side and with soft protection sleeve on pump side ensuring better life for shaft coupled to a submersibed squirrei cage electric induction motor (water proof type) of required HP RPM 2900 of Kirloskar /NGEF/ Cromption and other approved make make conformining to BIS 9287-1979 latest with upto date amendmednts totally dust and water proof for submersible duty isolated from the pump by intermediate casing with double mechanical seal in oil chamber and grease packed lubricated bearings and provided with stainless steel thrust bearing plate to with stand non vertical loads with minimum wear and tear. The power of electric motor/motors should be at +10% in excess of the maximum power required by the pump/pumps in the operation range of (+) 10% and (-)15% of the duty point head with 60% efficiency. It should also be fitted with a device to take up expansion of water with heating of motor:- Booster Stage :- Discharge (Q) 19.53 LPS for each pump. Total Dynamic heads:- 75.02 Meter. LWL in sump well(h) 699.00 Meter. Shaft Level 698.00 Meter. Level at Discharge point 770.00 Meter. Suction Lift +ve . Discharge Head 72.00 Meter. Static head 72.00 Meter. Rising Main Length 180 Meter Dia 200 mm . Pumping Hours 16 Hours. Altitude of installation above MSL 750 Meter . Characterstics of water Raw Cold Water. Temperature 25 degree centigrade .

Providing ICTP main switch with HRC fuses of Kilburn/ L&T/Siemens/Standard/ Havells make and having capacity 30% extra of the operational rating as per IS: 4064-1978 with up to date amendments , immediately after the power meter of the HPSEBL.

Providing MS sheet steel fabricated floor mounted closed(almirah type) switch board including angle iron post of suitable height and size ISA 40x4r0x6 duly painted with steel sheet of 16 gauge comprising and capable of mounting the following accessories within all internal connections. All the accessories should be suitable for the proposed pumping machinery at item No.1 above and to the entire satisfaction of HPSEB authorities. The same shall have to be replaced with out extra cost if recommended by HPSEB authorities

a) OCB/MCCB of MEI/Havels/ standard make and of suitable capacity for offered motor on incoming feeder with or without initial oil filling as the case may be with neutral linked under voltage released as per relevent IS code with upto date ammendments

b) Earth leakage circuit breaker of recommended make (Kilburn/L&T/MEI/GEC) as per IS:2516:1977 with upto date ammendments of suitable range which should have control box, operation, handle and trip/reset bush button on/off indicators, re-indicating off spring condition of the ciruit breaking for cover current protection. The circuit should be equipped with magnet thermal release with metallic tap etc, it should also be fitted with earth fault for tripping of breaker on occurnce of earth fault on off breaker load side end.

c) The voltage monitor relay of AE/MEI/L&T / Havells make three phase with all protection and usual indicator and electric siren against single phasing,low voltage,high voltage, reverse phasing, over loading and phase voltage difference as per IS:3482(latest edition)

e) Digital Power factor meter of standard make AE/L&T/IMP/Havells as per relevant IS code with upto dateammendments

f) Digital Frequencey meter of standard makeAE/L&T/IMP/Havells as per relvant IS code with uptodate ammendments

g) Bus bar chamber having three copper bars of suitable rating for full length equal to the width of the board for three live phases and suitable for inducted current, one copper bar of half the rating of full length for neutral phase as per IS 8084-1976 and IS:11353-1985 read with BIS 5578-1985 with upto date ammendments

h) ICTP switches with HRC fuses unit of Kilbur/L&T/siemens/stands/Havells make and of suitable capacity as per IS:4064:1978 with upto date ammendments

i) Three phase indicator lamps complete with toggle switches for individual motors as per IS:3452:(P-I & II) with upto date ammendments

k) Capacitor of Mechneil/ BHEL/GEC make as per 15:2834:1986 with upto date ammendments , to raise the power factor at site to 0.95 for direct connections to induction motor individually of required KVA rting according to H.P.offered including cables as per relevant ISI code (of siemens/clocter.IEC make )from bus bar chamber to capacitor and also including ICTP switches of appropriate range as per Is:4064:1978 with upto date ammendments

l) Providing suitable oil immersed starter delta/direct on line/auto transformer/. starter rotor starter of MEI/.Kilburn/Jyoti /L&T/Siemens make as per IS:8544:1979 with upto date ammendments for squirrel cage/slip ring motor mounted on panel board with magnetic type over-load release and dashpot, time lag, under voltage release with or without initial oil filling as the case may be with single phae preventor as per IS:1248( P-V) 1983 with upto date ammendments

m) Providng Digital hour run meter of recommended make and suitable capacity as per IS:722(latest edition.)

n) Providng antivibration pads under the pumps and motors of suitable size for the above pumping machinery as per IS:6337:1971.

Providing double flanged CI sluice valve PN-1 of Leader/BHEL/ Kirlosker / GLED/Kilburn /Fourses /Kartar make and equal to dia of suction pipe and capable of withstanding the normal seat pressure as per IS:780:1984 with up to date amnmendments)

Providing double flanged cast steel sluice valve, ASA-300 of Leader/BHEL/ Kirlosker/Kilburn /GLEd/Fourses make and one step higher then delivery line of pump and capable of withstanding normal seat pressure as per BIS standards with upto date amnmendments)

Providing double flanged swing type cast steel valve, ASA-300 of Leader/BHEL/ Kirlosker/Kilburn /GLEd/Fourses make and having bye pass arrangements of one step higher then delivery line of pump and capable of withstanding normal seat pressure as per BIS standards with upto date amnmendments)

Providing double flanged cast steel reflux valves class, ASA-300 of Leader/BHEL/ Kirlosker/Kartar/Kilburn /GLEd/Fourses make and of 65 mm dia having bye pass arrangements for rising main and capable of withstanding normal seat pressure as per BIS standards with upto date amnmendments)

Providing 100mm dia circular dial analog pressure gauge of suitable range of Fiebig /Bourden/ PREGA/precision make complete with all accessories such as stop cock, copper tubing etc.as per IS: 3624-1987 with upto date ammendments.

Providing discharge meter of standard make to be fixed on the rising main in pump house as per the directions of the Engineer in charge as per Is:2373:1981 with upto date ammendments

Installation of all the items apparing as per the syatematic drawing.

Providing and fixing double flanged MS/GI piping work (Layout to be approved by the Engineer in charge) for suction and delivery pipes suitable to pump(s) offered and common header as per the R/Main respectively complete with all specials such as bends, tees, reducers. Increasers with companions flanges matching with the relevant specifications of the accessories including rubber/asbestos gasket of minimum 3mm thckness as per IS:2712:1979 and required number of nuts and bolts as per Is:1364:1983, The Pipes fittings and joints shall be as per relevant IS code & to withstand 1.5 times total head stipulated under item No.12. The size of the various components to be as under: a) Suction pipe : One dia higher then the suction of pump offered and suitable to keep the velocity of flow from 1 to 1.5M/second in the suction pipe

b) Delivery pipe: One dia higher then the delivery of the pump offered and suitable to keep the velocity of flow from 1.5 to 2M/second in the delivery pipe

c) Common header : One dia higher then delivery of pump x 65 mm dia and will extend upto 5 meters from the outer wall of the pump house in the direction to be jointed.

Providing and laying copper PVC insulated arsoured power cable (One cable carrying all the three phases) of suitable size and capacity to motors and all other electircal equipments as per IS:1554(P-I) 1988 or latest ith upto date ammendments of siemens/GLOSTER /IEC/ICC/EICO/NATIONAL/GRANDLAY make including all other accessories such as thinbles, flexible pipes,solders,nuts and bolts cable glands etc. laid in pipes or trenches under floor. (a) Motor side (From switch to starter and starter to motor)

(b) Supply side (From Meter of HPSEB to bus bar and switch)

Providing and fixing double loop earthing with copper plate 600mmx600x3mm thick electrode complete with material such thimbles nuts and charcoal and common salt, 25mmx5mm copper strips as per IS:3043:1987 with upto date ammendments for motors and other electrical equipments and digging of pits etc. complete in all respect.

First Stage :- Providing & Installing horizontal spindle,horizontal/redial split casing/end suction (Back-pull out arrangements) single/double/multi stage centrifugal pump or combination of pumps, In series/parallel of recommended make such as Mather and Platt/KSB/ Beacon Weir/Kirlosker/BE/Jyoti and other approved make as per BIS 1520-1980 with upto date ammendments, read with IS:9137-1978 or latest edition suitable for lifting water for under mentioned characterestics with bronze,impellers/priming funnels,casing ring and shaft sleeves of bronze,shaft of steel grade 4508 FN8 with cast iron casing coupled directly through a flexible coupling on a common MS/Cast steel base plate (base plate to be from the manufacturer of the pumping unit only) to slip ring/ squirrel cage screen protected drip proof induction motor /motors of standard make such as Kirlosker/BHEL /Crompton /NGEF /GEC/Siemens/Jyoti /ABB and other approved make suitable for operation on 400(+/-)10% volts,50 cycles /second.3 phase AC electric supply. The power of electric motor/motors should be at +10% in excess of the maximum power required by the pump/pumps in the operation range of (+) 10% and (-)15% of the duty point head with 60% efficiency. The motor/motors as per ISI:325:1978 with upto date ammendments read with IS 900:1972. It should include cost of bearing nuts , bolts and painting etc. and should meet the following requirements: Discharge(Q) 19.53 LPS for each pump. Total Dynamic heads:- 430.97 Meter . LWL in sump well(h) 752.00 Meter. Shaft Level 751.00 Meter. Level at Discharge point 1172.00 Meter. Suction Lift +ve . Discharge Head 421.00 Meter. Static head 421.00 Meter. Rising Main Length 1990 Meter. Dia 200 mm. Pumping Hours 16 Hours . Altitude of installation above MSL 750 Meter. Characterstics of water Clear Cold Water . Temperature 25 degree centigrade .

Providing ICTP main switch with HRC fuses of Kilburn/ L&T/Siemens/Standard/ Havells make and having capacity 30% extra of the operational rating as per IS: 4064-1978 with up to date amendments , immediately after the power meter of the HPSEBL.

Providing MS sheet steel fabricated floor mounted closed(almirah type) switch board including angle iron post of suitable height and size ISA 40x4r0x6 duly painted with steel sheet of 16 gauge comprising and capable of mounting the following accessories within all internal connections. All the accessories should be suitable for the proposed pumping machinery at item No.1 above and to the entire satisfaction of HPSEB authorities. The same shall have to be replaced with out extra cost if recommended by HPSEB authorities

a) OCB/MCCB of MEI/Havels/ standard make and of suitable capacity for offered motor on incoming feeder with or without initial oil filling as the case may be with neutral linked under voltage released as per relevent IS code with upto date ammendments

b) Earth leakage circuit breaker of recommended make (Kilburn/L&T/MEI/GEC) as per IS:2516:1977 with upto date ammendments of suitable range which should have control box, operation, handle and trip/reset bush button on/off indicators, re-indicating off spring condition of the ciruit breaking for cover current protection. The circuit should be equipped with magnet thermal release with metallic tap etc, it should also be fitted with earth fault for tripping of breaker on occurnce of earth fault on off breaker load side end.

c) The voltage monitor relay of AE/MEI/L&T / Havells make three phase with all protection and usual indicator and electric siren against single phasing,low voltage,high voltage, reverse phasing, over loading and phase voltage difference as per IS:3482(latest edition)

e) Digital Power factor meter of standard make AE/L&T/IMP/Havells as per relevant IS code with upto dateammendments

f) Digital Frequencey meter of standard makeAE/L&T/IMP/Havells as per relvant IS code with uptodate ammendments

g) Bus bar chamber having three copper bars of suitable rating for full length equal to the width of the board for three live phases and suitable for inducted current, one copper bar of half the rating of full length for neutral phase as per IS 8084-1976 and IS:11353-1985 read with BIS 5578-1985 with upto date ammendments

h) ICTP switches with HRC fuses unit of Kilbur/L&T/siemens/stands/Havells make and of suitable capacity as per IS:4064:1978 with upto date ammendments

i) Three phase indicator lamps complete with toggle switches for individual motors as per IS:3452:(P-I & II) with upto date ammendments

k) Capacitor of Mechneil/ BHEL/GEC make as per 15:2834:1986 with upto date ammendments , to raise the power factor at site to 0.95 for direct connections to induction motor individually of required KVA rting according to H.P.offered including cables as per relevant ISI code (of siemens/clocter.IEC make )from bus bar chamber to capacitor and also including ICTP switches of appropriate range as per Is:4064:1978 with upto date ammendments

l) Providing suitable oil immersed starter delta/direct on line/auto transformer/. starter rotor starter of MEI/.Kilburn/Jyoti /L&T/Siemens make as per IS:8544:1979 with upto date ammendments for squirrel cage/slip ring motor mounted on panel board with magnetic type over-load release and dashpot, time lag, under voltage release with or without initial oil filling as the case may be with single phae preventor as per IS:1248( P-V) 1983 with upto date ammendments

m) Providng Digital hour run meter of recommended make and suitable capacity as per IS:722(latest edition.)

n) Providng antivibration pads under the pumps and motors of suitable size for the above pumping machinery as per IS:6337:1971.

Providing double flanged CI sluice valve PN-1 of Leader/BHEL/ Kirlosker / GLED/Kilburn /Fourses /Kartar make and equal to dia of suction pipe and capable of withstanding the normal seat pressure as per IS:780:1984 with up to date amnmendments)

Providing double flanged cast steel sluice valve, ASA-300 of Leader/BHEL/ Kirlosker/Kilburn /GLEd/Fourses make and one step higher then delivery line of pump and capable of withstanding normal seat pressure as per BIS standards with upto date amnmendments)

Providing double flanged swing type cast steel valve, ASA-300 of Leader/BHEL/ Kirlosker/Kilburn /GLEd/Fourses make and having bye pass arrangements of one step higher then delivery line of pump and capable of withstanding normal seat pressure as per BIS standards with upto date amnmendments)

Providing double flanged cast steel reflux valves class, ASA-300 of Leader/BHEL/ Kirlosker/Kartar/Kilburn /GLEd/Fourses make and of 65 mm dia having bye pass arrangements for rising main and capable of withstanding normal seat pressure as per BIS standards with upto date amnmendments)

Providing 100mm dia circular dial analog pressure gauge of suitable range of Fiebig /Bourden/ PREGA/precision make complete with all accessories such as stop cock, copper tubing etc.as per IS: 3624-1987 with upto date ammendments.

Providing discharge meter of standard make to be fixed on the rising main in pump house as per the directions of the Engineer in charge as per Is:2373:1981 with upto date ammendments

Installation of all the items apparing as per the syatematic drawing.

Providing and fixing double flanged MS/GI piping work (Layout to be approved by the Engineer in charge) for suction and delivery pipes suitable to pump(s) offered and common header as per the R/Main respectively complete with all specials such as bends, tees, reducers. Increasers with companions flanges matching with the relevant specifications of the accessories including rubber/asbestos gasket of minimum 3mm thckness as per IS:2712:1979 and required number of nuts and bolts as per Is:1364:1983, The Pipes fittings and joints shall be as per relevant IS code & to withstand 1.5 times total head stipulated under item No.12. The size of the various components to be as under: a) Suction pipe : One dia higher then the suction of pump offered and suitable to keep the velocity of flow from 1 to 1.5M/second in the suction pipe

b) Delivery pipe: One dia higher then the delivery of the pump offered and suitable to keep the velocity of flow from 1.5 to 2M/second in the delivery pipe

c) Common header : One dia higher then delivery of pump x 65 mm dia and will extend upto 5 meters from the outer wall of the pump house in the direction to be jointed.

Providing and laying copper PVC insulated arsoured power cable (One cable carrying all the three phases) of suitable size and capacity to motors and all other electircal equipments as per IS:1554(P-I) 1988 or latest ith upto date ammendments of siemens/GLOSTER /IEC/ICC/EICO/NATIONAL/GRANDLAY make including all other accessories such as thinbles, flexible pipes,solders,nuts and bolts cable glands etc. laid in pipes or trenches under floor. (a) Motor side (From switch to starter and starter to motor)

(b) Supply side (From Meter of HPSEB to bus bar and switch)

Providing and fixing double loop earthing with copper plate 600mmx600x3mm thick electrode complete with material such thimbles nuts and charcoal and common salt, 25mmx5mm copper strips as per IS:3043:1987 with upto date ammendments for motors and other electrical equipments and digging of pits etc. complete in all respect.

Second Stage :- Providing & Installing horizontal spindle,horizontal/redial split casing/end suction (Back-pull out arrangements) single/double/multi stage centrifugal pump or combination of pumps, In series/parallel of recommended make such as Mather and Platt/KSB/ Beacon Weir/Kirlosker/BE/Jyoti and other approved make as per BIS 1520-1980 with upto date ammendments, read with IS:9137-1978 or latest edition suitable for lifting water for under mentioned characterestics with bronze,impellers/priming funnels,casing ring and shaft sleeves of bronze,shaft of steel grade 4508 FN8 with cast iron casing coupled directly through a flexible coupling on a common MS/Cast steel base plate (base plate to be from the manufacturer of the pumping unit only) to slip ring/ squirrel cage screen protected drip proof induction motor /motors of standard make such as Kirlosker/BHEL /Crompton /NGEF /GEC/Siemens/Jyoti /ABB and other approved make suitable for operation on 400(+/-)10% volts,50 cycles /second.3 phase AC electric supply. The power of electric motor/motors should be at +10% in excess of the maximum power required by the pump/pumps in the operation range of (+) 10% and (-)15% of the duty point head with 60% efficiency. The motor/motors as per ISI:325:1978 with upto date ammendments read with IS 900:1972. It should include cost of bearing nuts , bolts and painting etc. and should meet the following requirements: Discharge(Q) 15.56 LPS for each pump. Total Dynamic heads:- 391.79 Meter . LWL in sump well(h) 1169.00 Meter. Shaft Level 1167.00 Meter. Level at Discharge point 1545.00 Meter. Suction Lift +ve . Rising Main :- Length 1200 Meter. Dia 150 mm. Pumping Hours 16 Hours. Altitude of installation above MSL 1150 Meter. Characterstics of water Clear Cold Water . Temperature 25 degree centigrade.

Providing ICTP main switch with HRC fuses of Kilburn/ L&T/Siemens/Standard/ Havells make and having capacity 30% extra of the operational rating as per IS: 4064-1978 with up to date amendments , immediately after the power meter of the HPSEBL.

Providing MS sheet steel fabricated floor mounted closed(almirah type) switch board including angle iron post of suitable height and size ISA 40x4r0x6 duly painted with steel sheet of 16 gauge comprising and capable of mounting the following accessories within all internal connections. All the accessories should be suitable for the proposed pumping machinery at item No.1 above and to the entire satisfaction of HPSEB authorities. The same shall have to be replaced with out extra cost if recommended by HPSEB authorities

a) OCB/MCCB of MEI/Havels/ standard make and of suitable capacity for offered motor on incoming feeder with or without initial oil filling as the case may be with neutral linked under voltage released as per relevent IS code with upto date ammendments

b) Earth leakage circuit breaker of recommended make (Kilburn/L&T/MEI/GEC) as per IS:2516:1977 with upto date ammendments of suitable range which should have control box, operation, handle and trip/reset bush button on/off indicators, re-indicating off spring condition of the ciruit breaking for cover current protection. The circuit should be equipped with magnet thermal release with metallic tap etc, it should also be fitted with earth fault for tripping of breaker on occurnce of earth fault on off breaker load side end.

c) The voltage monitor relay of AE/MEI/L&T / Havells make three phase with all protection and usual indicator and electric siren against single phasing,low voltage,high voltage, reverse phasing, over loading and phase voltage difference as per IS:3482(latest edition)

e) Digital Power factor meter of standard make AE/L&T/IMP/Havells as per relevant IS code with upto dateammendments

f) Digital Frequencey meter of standard makeAE/L&T/IMP/Havells as per relvant IS code with uptodate ammendments

g) Bus bar chamber having three copper bars of suitable rating for full length equal to the width of the board for three live phases and suitable for inducted current, one copper bar of half the rating of full length for neutral phase as per IS 8084-1976 and IS:11353-1985 read with BIS 5578-1985 with upto date ammendments

h) ICTP switches with HRC fuses unit of Kilbur/L&T/siemens/stands/Havells make and of suitable capacity as per IS:4064:1978 with upto date ammendments

i) Three phase indicator lamps complete with toggle switches for individual motors as per IS:3452:(P-I & II) with upto date ammendments

k) Capacitor of Mechneil/ BHEL/GEC make as per 15:2834:1986 with upto date ammendments , to raise the power factor at site to 0.95 for direct connections to induction motor individually of required KVA rting according to H.P.offered including cables as per relevant ISI code (of siemens/clocter.IEC make )from bus bar chamber to capacitor and also including ICTP switches of appropriate range as per Is:4064:1978 with upto date ammendments

l) Providing suitable oil immersed starter delta/direct on line/auto transformer/. starter rotor starter of MEI/.Kilburn/Jyoti /L&T/Siemens make as per IS:8544:1979 with upto date ammendments for squirrel cage/slip ring motor mounted on panel board with magnetic type over-load release and dashpot, time lag, under voltage release with or without initial oil filling as the case may be with single phae preventor as per IS:1248( P-V) 1983 with upto date ammendments

m) Providng Digital hour run meter of recommended make and suitable capacity as per IS:722(latest edition.)

n) Providng antivibration pads under the pumps and motors of suitable size for the above pumping machinery as per IS:6337:1971.

Providing double flanged CI sluice valve PN-1 of Leader/BHEL/ Kirlosker / GLED/Kilburn /Fourses /Kartar make and equal to dia of suction pipe and capable of withstanding the normal seat pressure as per IS:780:1984 with up to date amnmendments)

Providing double flanged cast steel sluice valve, ASA-300 of Leader/BHEL/ Kirlosker/Kilburn /GLEd/Fourses make and one step higher then delivery line of pump and capable of withstanding normal seat pressure as per BIS standards with upto date amnmendments)

Providing double flanged swing type cast steel valve, ASA-300 of Leader/BHEL/ Kirlosker/Kilburn /GLEd/Fourses make and having bye pass arrangements of one step higher then delivery line of pump and capable of withstanding normal seat pressure as per BIS standards with upto date amnmendments)

Providing double flanged cast steel reflux valves class, ASA-300 of Leader/BHEL/ Kirlosker/Kartar/Kilburn /GLEd/Fourses make and of 65 mm dia having bye pass arrangements for rising main and capable of withstanding normal seat pressure as per BIS standards with upto date amnmendments)

Providing 100mm dia circular dial analog pressure gauge of suitable range of Fiebig /Bourden/ PREGA/precision make complete with all accessories such as stop cock, copper tubing etc.as per IS: 3624-1987 with upto date ammendments.

Providing discharge meter of standard make to be fixed on the rising main in pump house as per the directions of the Engineer in charge as per Is:2373:1981 with upto date ammendments

Installation of all the items apparing as per the syatematic drawing.

Providing and fixing double flanged MS/GI piping work (Layout to be approved by the Engineer in charge) for suction and delivery pipes suitable to pump(s) offered and common header as per the R/Main respectively complete with all specials such as bends, tees, reducers. Increasers with companions flanges matching with the relevant specifications of the accessories including rubber/asbestos gasket of minimum 3mm thckness as per IS:2712:1979 and required number of nuts and bolts as per Is:1364:1983, The Pipes fittings and joints shall be as per relevant IS code & to withstand 1.5 times total head stipulated under item No.12. The size of the various components to be as under: a) Suction pipe : One dia higher then the suction of pump offered and suitable to keep the velocity of flow from 1 to 1.5M/second in the suction pipe

b) Delivery pipe: One dia higher then the delivery of the pump offered and suitable to keep the velocity of flow from 1.5 to 2M/second in the delivery pipe

c) Common header : One dia higher then delivery of pump x 65 mm dia and will extend upto 5 meters from the outer wall of the pump house in the direction to be jointed.

Providing and laying copper PVC insulated arsoured power cable (One cable carrying all the three phases) of suitable size and capacity to motors and all other electircal equipments as per IS:1554(P-I) 1988 or latest ith upto date ammendments of siemens/GLOSTER /IEC/ICC/EICO/NATIONAL/GRANDLAY make including all other accessories such as thinbles, flexible pipes,solders,nuts and bolts cable glands etc. laid in pipes or trenches under floor. (a) Motor side (From switch to starter and starter to motor)

(b) Supply side (From Meter of HPSEB to bus bar and switch)

Providing and fixing double loop earthing with copper plate 600mmx600x3mm thick electrode complete with material such thimbles nuts and charcoal and common salt, 25mmx5mm copper strips as per IS:3043:1987 with upto date ammendments for motors and other electrical equipments and digging of pits etc. complete in all respect.

Providing, laying and jointing, testing in trenches galvanised mild steel tubes (Light Class) screwed and socketed, ISI marked, conformining to IS :1239 & latest with upto date ammendments including tube fitting such as bends, tees, air valves, unions and collars etc. as per direction and to the entire satisfaction of the Engineer-in-charge (Earth work in trenches to be measured and paid for separately) in all leads and lifts. 125 mm Diameter.

100 mm Diameter

80 mm Diameter

65 mm Diameter

50 mm Diameter

40 mm Diameter

32 mm Diameter

25 mm Diameter

20 mm Diameter

15 mm Diameter

Providing and Fixing Brass Stop Cock, Wheel Valve including housing chamber complete in all leads and lifts. 100 mm Diameter.

80 mm Diameter

65 mm Diameter

50 mm Diameter

40 mm Diameter

32 mm Diameter

25 mm Diameter

20 mm Diameter

15 mm Diameter

AUTOMATION OF ENTIRE SYSTEM :The tendered / firm shall provide two alternative proposals for automation ( Wired / Non wired) i.e. (i) To automize the entire scheme up to Main storage tank at Kutli. The plan of the whole scheme for automation is also to be prepared by the firm, the cost of which has been included in the relevant items. Provision of automation of complete project with main SCADA and control station at one treatment plant at Dolra with remote access at Division & Sub Division office at Mandi & Saigaloo. GSM based devices shall be installed at each tank of every stage which shall send messages through SCADA stations at two offices and five Mobile Numbers. This data transmission system at each tank of pump station consists of field instruments for providing digital and analog signals to data transfer module. This module will have a communication to web data transfer system module communication. The PLC station will have control station with programmable graphic process, mimics, real time and historical trending face plate and group display, alarm management and report with Laser Jet printers and required furniture. Installation of hardware along with commissioning/ programming as per user requirement shall be done. The firm / contractor will provide the Bulk metering at Water Treatment Plants The automation of the entire scheme upto main storage tank shall also include the followingsa) At intake point :-Provision shall be kept for automatic flow measurement and flow control with quality measurement turbidity. b) Water Treatment Plant at Dolra:- Fully automatized operation including alum dosing and back washing and chlorination from inlet to out let along with automatic sensor for Turbidity,pH and Residual chlorined) Storage Water Tanks at lifting station:-Automatic Inlet and Out Let through single out flow pipe (common header),Low and high level sensor along with all required accessories.c)Leakage detection mechanism along with necessary relevant provisions complete in all respect be provided. A separate room of proper size for housing automation system shall be provided at each station. It should also include telecommunication comprising of required numbers of connections as per actual requirement at site. The automation system installed at above / aforesaid locations should be theft proof and proper ventilation arrangements be made complete in all respect to the entire satisfaction of Engineer-in Charge . the firm/contactor shall submit complete proposal for automation and got approved from competent authority, along with presentation before award of project. g) The make of Sluice valve shall be Kriloskar / Leader / KSB. The makes for Electrical actuator for automatic valves shall be Marsh / Auma / Rotex . The make for PLC shall be Siemens / Allen Bradly. The make for ultra Sonic level sensors shall be ABB / Siemens / E&H / Fobes Mrshal.

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