Improvement of Lift Water Supply Scheme Kudera to Kakira in Tehsil Bhattiyat Distt. Chamba (HP)

Amount

Excavation for Pipes :- Excavation in foundations trenches etc. in earth work in all kinds of soil such as pick work, jumper work, blasting work in hard/ soft rocks, chiselling / wedgeing out of hard /soft rock including dewatering in saturated soil upto all leads and lifts stacking the excavated soil / materials not more than 3 metres clear from the edge of excavation and then returning the stacked soil in 15 centimetre layers when required into plinths side of foundations etc., consoildating each deposited layer by ramming and watering and then disposing of all surplus excavated earth within all leads and lifts as per the direction of Engineer-in -Charge.

Excavation for Civil Works :- Excavation in foundations trenches etc. in earth work in all kinds of soil such as pick work, jumper work, blasting work in hard/ soft rocks, chiselling / wedgeing out of hard /soft rock including dewatering in saturated soil upto all leads and lifts stacking the excavated soil / materials not more than 3 metres clear from the edge of excavation and then returning the stacked soil in 15 centimetre layers when required into plinths side of foundations etc., consoildating each deposited layer by ramming and watering and then disposing of all surplus excavated earth within all leads and lifts as per the direction of Engineer-in -Charge.

Providing and laying cement concrete 1:6:12 ( One cement : six sand: twelve graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work form work in foundation and plinth within all leads and lifts as per the direction of Engineer-in-Charges.

Providing & laying cement concrete 1:4:8(1 cement :4 sand :8 graded crushed stone aggregate 40mm nominal size) and curring complete excluding cost of form work in foundation and plinth with in all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge.

Providing and laying cement concrete 1:3 :6 ( One cement : three sand: six graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work in foundation and plinth within all leads and lifts as per the direction of Engineer-in-Charge.

Providing and laying cement concrete work 1 : 1. 50 : 3 ( 1 cement : 1.50 sand: 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:-

Foundations footings, bases of columns and the like mass concrete within all leads and lifts as per direction of Engineer-in-Charge.

Wall (any thickness but not less than 0.10 metre thickness) attached pilasters, buttersses, plinth and string courses etc. from top of foundation level upto floor two level within all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge.

Suspended floors, roofs landings, shelves and their supports balconies beams girders bressumers and centilevers up to floor two level with in all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge.

Providing and laying cement concrete work 1 : 2 :4 ( 1cement : 2 sand : 4 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in :-

Foundations footings, bases of columns and the like mass concrete within all leads and lifts as per direction of Engineer-in-Charge.

Suspended floor roofs, landing & shelves and their support balconies, beams, girders, bressumers and cantilever up to floor two level in slab of flushing tanks within all leads and lifts as per the direction of and to the entire satisfaction of the Engineer-in-Charge.

Arches upto floor two level within all leads and lifts as per the direction and to the entire satisfaction of the Engineer-in-Charge.

Providing form work with steel plates 3.15 milimetre thick welding with angle iron in frame 30x30x5 milimetre, so as to give fair finish including centering, shuttering strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 metres and removal of the same for in-situ-reinforced concrete and plain concrete work in:-

Foundations footings, bases of columns and the like mass concrete within all leads and lifts as per direction of Engineer-in-Charge.

Flat surfaces such as soffits of suspended floors, roofs, landings and the like floor etc. up to 200 milimetres in thickness within all leads and lifts as per the direction and to the entire satisfaction of Engineer -in- Charge.

Vertical surgace such as Wall any thickness partitions and the like including attached pilasters, buttersses, plinth and string courses etc. within all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge and the like.

Sides and soffits of beam,beam haunching,cantilever and bressumers and lintels not exceeding 1 mtr. In depth in all heights from floor complete in all respect with in all leads and lifts.

Providing form work of ordinary timber plankings so as to give a rough finish i/c centring, shuttering,strutting & propping etc. ht.of propping & centring below supporting floor to ceiling not exceeding 4 mts. & removal of the same for insitu-reinforced concrete & plain concrete work in :-

Arches beyond 6.00 mts.span within all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge and the like.

Providing tor steel reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level within all leads and lifts as per the direction and to the entire satisfaction of Engineer-in- Charge.

Providing in RCC work smooth finishing of the exposed surface with cement mortor1:3(1cement :3 sand) within all leads and lifts as per the direction and to the entire satisfaction of Engineer-in -Charge.

Providing and fixing steel fiver reinforcement cement concrete (SFRC) man hole cover Heavy duty and frame conforming to I.S. 12592 (Part-1) 1998 with latest amendsments 560mm internal diametre within all leads and lifts as per the direction and to the entire satisfaction of Engineer-in -Charge.

Brick work using common burnt clay building bricks of approved quality in foundation in cement mortar 1: 6 (1 cement : 6 sand) (2nd class bricks) within all leads and lifts as per the direction of Engineer-in -Charge.

Half brick work using common burnt clay building bricks in superstructure above 1st floor level in cement mortar 1:4 ( 1 Cement : 4 Sand ) of 2nd class bricks complete in all respect with in all leads and lifts.

Pointing on brick work with cement mortar 1:4 ( 1 cement, 4 sand ) Flush pointing with in all leads and lifts complete in all respect.

Providing 6 mm thick cement plaster to ceiling in C.M.1:3 (1Cement:3sand) with in all leads and lifts complete in all respect.

Providing and fixing presed steel door frames manufactured from commercial mild steel of 1.25 mm thickness I/chinges fans lag joints bend and if required threshhold of mild steel angle etc.(a) Profile "A" with in all leads and liftscomplete in all respect.

Providing and fixing glazed and pannelled,glazed or pannelled shutters for doors, windows & clerestory windows I/c bright finished/ black enamelled iron butt hinges with necessary screws.(a) 40 mm thick 2nd class deodar wood with in all leads and liftscomplete in all respect

15 mm thick cement plaster in single coat on rough side of brick/stone/concrete walls for interior plastering up to floor -2 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 ) upto all leads and lifts as per Direction of Egineer-in-Charge.

20mm cement plaster in two coats backing coat 10mm and finishing coat 10mm thick onn fair side of brick / stone masonery wall for interior plastering up to floor two level including arrises, internal rounded angles chamfers and or rounded angles not exceeding 80mm in girth and finished even and smoth in cement mortar 1 : 6 ( 1cement : 6 sand ) within all leads and lifts as per the direction of Engineer-in -Charge.

Providing and fixing MS grills of required pattern in wooden frames of window etc with M.S flat square or round bars with round headed bolts and nuts or by screw with in all leads and lifts complete in all respect.

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.

Boulder/ Stone filling under floor with in all leads and lifts complete in respect.

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

Providing 40X3 mm flat iron hold fast 40 cms long including fixing to frame with 10 mm diameter bolts nuts and wooden plugs and embedding in cement concrete block 30X10X15 cm. 1:3:6 ( 1 cement ,3 sand,6 graded stone aggregate 20 mm nominal size complete in all respect with all leads and lifts.

Providing and fixing M.S.fan clamp type -1 of 16 mm dia M.S bar bent to shape with hooked ends in RCC slab during laying including painting the exposed portion of loop as per standard design complete in all respect.

White washing with lime on un-decorated wall surfaces ( two coats ) to give an even shade including throughly brooming the surface to remove all,dirt,dust,mortar and other foreign matters with in all leads and lifts complete in all respect.

Distempering with dry distemper of approved brand and manufacturer ( Two Coats ) and of required shade on un-decorated wall surfaces to give an even shade over and including priming coat of whiting after throughly brushing the surface free from mortar and other foreign matters with in all leads and lifts complete in all respect.

Providing and fixing C.I. Sluice Valve with hand wheel as per IS 780-1984 Class upto 300 mm dia including brass spindle and as per IS 2906: 1984 Class- II complete with bolts nuts rubber insertion etc. as per Direction of Engineer-in Charge.

65 mm Dia. (Nominal Bore)

Providing and fixing C.I. Sluice Valve with hand wheel as per IS 780 -1984 Class upto 300 mm dia including brass spindle and as per IS 2906: 1984 Class- II complete with bolts nuts rubber insertion etc. as per Direction of Engineer-in Charge.

100 mm Dia. (Nominal Bore)

Providing Cast steel flanged sluice valve( with hand wheel) Class ASA -150 (Kirloskar/Leader /KSB) for Scour system at required locations for following dia and class in MSERW Pipe comprising of Sluice Valve, Tee, Bends, tail Piece manufactured of Parent pipe , Flanges joint complete with rubber gasket, Nuts & blots, & Scour arrangement etc . The item will include laying and jointing of drainage pipe of required dia and class up to suitable points as per latest BIS Code complete in all repects of required size as per the direction of Engineer-in-Charge within all leads and lifts.

125 mm dia with MS Flanges Table - 5

Providing Cast steel flanged sluice valve( with hand wheel) Class ASA -300 (Kirloskar/Leader /KSB) for Scour system at required locations for following dia and class in MSERW Pipe comprising of Sluice Valve, Tee, Bends, tail Piece manufactured of Parent pipe , Flanges joint complete with rubber gasket, Nuts & blots, & Scour arrangement etc . The item will include laying and jointing of drainage pipe of required dia and class up to suitable points as per latest BIS Code complete in all repects of required size as per the direction of Engineer-in-Charge within all leads and lifts.

125 mm dia with MS Flanges Table - 17

Providing Cast steel flanged Reflux valve Class ASA - 300 (Kirloskar/Leader /KSB) for Scour system at required locations for following dia and class in MSERW Pipe comprising of Sluice Valve, Tee, Bends, tail Piece manufactured of Parent pipe , Flanges joint complete with rubber gasket, Nuts & blots, & Scour arrangement etc . The item will include laying and jointing of drainage pipe of required dia and class up to suitable points as per latest BIS Code complete in all repects of required size as per the direction of Engineer-in-Charge within all leads and lifts.

125 mm dia with MS Flanges Table - 17

Providing and fixing of flanged Single acting Air Valve Bir/Kirloskar/KSB / Leader make of following diameter body and plate made of fine grained cast steel small orifice fitted with rubber ball, large orifice with vulcanized butt ball, flanged inlet,tested to hydrulic test pressure of (160m) suitable for duty conditions confirming to relevant BIS codes latest upto date ammendments including MS Flanges with Table 23/17/5, nuts and bolts and gasket sheet complete in all respect as per direction of Engineer- in- charge for all rising mains.

25 mm dia

Steel work welded in built up sections,trusses & framed work i/c cutting,hoisting & fixing in position & applying a priming coatof red paint :- In grating, framed ,guards,bars, ladders,railing,brackets & similar works.complete in all respect as per direction of Engineer- in- charge.

Manufacturing & Supply of Fencing Pannel of size 1.80 x 1.20 metres of Jali 25 x 25 mm welded to MS Black Tube 32 mm Dia Dia of 14 guage with MS Flat Cover 20 x 3 mm , MS Hold Fast 7 No made out of MS Flat 32 x 5MM including cutting, welding, painting two coat of red oxide paint complete in all respect.

Constructing chamber for sluice valve, with CI surface box 100 mm top dia.,160 mm bottom dia. & 180 mm deep(inside) with chained lid RCC top 1:2:4 mix (1 cement :2 sand :4 graded stone aggregate 20 mm nominal size) 100mm thick foundation concrete 1:5:10 mix (1cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) & inside plastering with cement mortor 1 :3 (1 cement : 3 sand) finished with a floating coat of neat cement i/c curing complete. 600 x 600 x 750 mm inside size With 150 mm thick walls of RCC 1:2 :4 (1 cement :2 sand :4 graded stone aggregate 20mm nominal size) complete with form work & reinforcement with 6 mm bars at not exceeding 150 mm centres both ways

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.

Providing and fixing anodised aluminium sliding door bolts anodised colour and shade with nuts and screws complete in all respect. ( 250X16 ) complete in all respect as per direction of Engineer- in- charge.

Providing and fixing aluminium tower bolts ( Barrel type ) anodised transparent or died to required shade with necessary screws complete in all respect. ( 200X10 )

Providing and fixing aluminium handles anodised,transparent or died to required shade with necessary screws complete in all respect. ( 100 mm )

Painting two coats excluding priming coat on new steel and other metal surfaces with ready mixed paint and brushing to give an even shade including cleaning of all dirt, dust and other foreign matter with in all leads and lifts complete in all respect.

Providing and laying precast chequerred tile flooring of specified size laid in floors,treads of steps and landing on a bed of 25 mm average thickness of cemenrt mortar 1 :6 ( 1 cement,6 sand ) jointed with neat cement slurry mixed with pigment to match the shade of tile where ever required including rubbing and polishing complete with tiles of following shades medium with in all leads and lifts complete in all respect.

Providing and placing in horizontal layers filtering media dully graded screened washed and cleaned as specified by the Engineer -in- Charge within all leads and lifts.

Top layer:- Fine sand (eff. Size 0.20mm to 0.40 and uniformity co-efficient 2.00 to 3.00)

Second layer:- Coursed sand 3mm to 6mm.

Third Layer:- Bazri 6 to 20 mm.

Fourth layer :- Bazri 20mm to 25mm.

Bottom layer :- Broken stone 50mm to 75mm.

Providing precast R.C.C slab 0.075 cm thick over C.C.1:3:6 work below filter media. The size of slab 48x22 or as per site required with nominal reinforcement in cement concrete 1:2:4 ( 1 cement :2 sand :4 graded stone aggregate 20 mm nominal size.) within all leads and lifts as per the direction of Engineer-in-Charges.

Providing, laying, jointing and testing in trenches of mild steel electrically resistance welded steel flanged pipes with 5% flanged joints and remaining 95% with butt welding including cost of bends complete conforming to ISO:IS:3183-2007 as per dimensions weight and test pressure mentioned below in a random length of 4m-7m, The M.S. flanges are to be provided 5% of total joints as per table below conforming to IS: 6392-1971 (latest upto date amendments) and welding of flanges with pipes as per IS: 816-1965 with a electrode as per IS: 814-1967 including required Nos. and size of M.S. nut and bolts as per IS: 1369-1967 and compressed asbestos fiber jointing gaskets sheet not less than 3mm thick as per IS: 2712-1965. The welding of flanges to be done on two layers on outer face and one layers on inner face to make the joints leak proof and to the entire satisfaction of the Engineer-in-charge. The laying of pipes should be conformed to IS: 5822-1994 (earth work in trenches, MS flanges and butt welded joint to be measured and paid seprately) The pipe shall have zinc coating as per IS:4736 latest with upto date ammendments with in all leads and lifts complete in all respect.

MSERW Pipe 125 mm, L 290 or x 42 Wall Thickness 5.60mm, Flange Table-28.

Providing & laying cement concrete 1:5:10 (1 cement : 5 Sand :10 graded stone aggregate 40 mm 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 150mm to 300mm as per H.P.P.W.D Specification.as per the direction of the Engineer-in-charge with in all lead & lifts.

Providing and laying PVC pipe 65mm dia complete for weep holes as per direction of Engineer - in - Charge.with in all leads and lifts

Laying and jointing, testing in trenches galvanised mild steel tubes light grade scewed and socketed as per IS 1239 including tube fitting such as bends, tees, air valves, unions,sluice valve , peet valve 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)

65 mm Dia. (Nominal Bore)

100 mm Dia. (Nominal Bore)

Laying, jointing and testing of G.I. Pipe (Medium class) having wall thickness of 4.80 mm confirming to IS 1239-1990(I) including the bends in a random length of 4-6 meter including with galvanised as per IS:4736 with MS Joints at suitable point & the other circumferencial butt welded joints by electric arc welding to required dia G.I. Pipe welded in requisite number of weld runs so as to achieve the effective throat thickness of weld confirming to IS:816-1991 at site of work complete in all respects, including manual/ mechanical handling of pipes complete except excluding the cost of earth work in trenches with in all leads and lifts (Earth work in trenches, M.S. Flanges to be measured and paid for seperately.)

125 mm Dia. (Nominal Bore)

Providing and welding M.S. flanges at 5% joint flanged, conforming to following tables as per IS 6392-1971 (Latest with up to date amendments) with plain end MSERW pipe /GI pipe by two layers on outer faces and one layers on inner face to make the joint leak proof (The cost of providing and laying of MSERW /GI pipes and butt welded joint to be measured and paid for separately). The welding of flanges should conform to IS: 816-1969 with electrodes as per IS: 814-1991 and required number of nuts and bolts conforming to IS 1364 including cost of gasket sheet nuts & bolts. The thickness of gasket sheet not less then 3.00mm conforming to IS 2712-1998. The work shall be done to the entire satisfaction of Engineer in Charge with in all leads and lifts.

MSERW Pipe 125 mm, L 290 or x 42 Wall Thickness 5.60mm, Flange Table-28 From RD 0 to 810.

G.I. Pipe 125mm, (Medium Class), Flange Table-28 From RD 810 to 1190.

MSERW Pipe 125mm, L 290 or x 42 Wall Thickness 4.80 mm, Flange Table- 17 From RD 1190 to 1350.

MSERW Pipe 125mm, L 290 or x 42 Wall Thickness 4.80mm, Flange Table-5 From RD 1350 to 1500.

Wire crates of G.I. wire filled with boulders with square cut faces against the wire. (Wire crates to be measured and paid for separately).the weight of bouldershould not be less than 18 Kg each with in all leads and lifts

Wire crates made of G.I. wire filled with boulders with square cut faces against the wire (Boulder filling to be measured and paid for separetaly). G.I. Wire 4mm thick corresponding to SWG-8 15cm. x 15cm. Mesh the crate of size 1.25*1.25*1.25 m within all leads and lifts as per the direction of Engineer-in -Charge.

Random rubble masonary /Polygonal rubble masonary (un-coursed /brought to courses) with hard stone of approved quality I/c levelling up at P.L. with cement conc. 1:6:12 in cement mortar 1:6 (1cement,6 sand) in foundation and plinth.) with in all leads and lifts complete in all respect.

P/F. 2.40 mtr height fencing with MS angles post 65x65x6mm total With 2.50 mtr. centre to centre with 9 nos horizontal lines and two diagonals of galvanised steel barbed wire (IS 278-1962 Type I) total weight 9.38 Kg.per 100 metres(minimum) including earth work cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone agg. 20mm nominal size ) and curing complete within all leads and lifts.

Pumping machinery Sump well to W.T.P. (Booster Stage)

PUMPING MACHINERY SUBMERSIBLE:Providing and erection of submersible Raw water polder pump sets at Raw water stage of KSB/Calama/Johnston/Crompton/BS/ SABAR/ Oswal/ Kirloskar make conforming to latest relevant BIS Code 8034:1976 upto latest relevant BIS Code. The pump should have Bronze impeller of suitable alloys as per BIS 5659-1970 with latest amendments (if any) suitable for Raw water with 10000 PPM turbidity having water lubricated bearing bush and stainless steel shaft with stator on motor side and with soft protection sleeve on pump side ensuring better life for shaft coupled to a submersible squirrel cage electric induction motor (water proof type) of required HP, RPM 2900 KSB/SU make conforming to BIS 9283-1979 latest with up to date amendments, totally dust and water proof for submersible duly isolated from the pump by intermediate casing with double mechanical seal in oil chamber and grease packed lubricated to with stand long vertical loads with minimum wear and tear. It should also be fitted with a device to take up expansion of water with the heating of motor. The pump should include water level guards, erection clamps, cable clips and depth gauge with upto date amendments. It should include cost of bearing nuts bolts and painting etc. The pumping machinery shall be installed and anchored properly. All electrical equipments such as Starter, ICTP switches, MCB, Bush bar chamber, MCB, Panel board indicating lamps, Ammeter, Voltmeter, Hour run meter should be of electronic type , incoming and outgoing water proof cable for panel board, Double loop earthing, copper cable pressure gauge, capacitor, common header, sluice valve, NRV including erection and testing complete involving all wear and tear at the time of erection and testing The work should be completed to the entire satisfaction to the Engineer-in – Charge. The rates shall be for complete Job to run the machinery in proper working. and should meet with the requirements. (Booster stage) (a) Booster stage:- 2 setsx5 =10 HP ( 1 working & 1 standbye) (b) Sump well to W.T.P. 8.38 L.P.S. With head of 17.17 Meter. = 2.00 Set

Supply of digital soft starter of Allen Bradely/MEI/ Kilburn/Joyoti/Siemens/ Schinder of heavy duty application of suitable rating (10 HP) constant current / torque controll starting from comprehensive motor protection with large LCD key pad mounted on panel board & built in rear time clock complete suitable for above motor starter. The starters shall be of suitable rating and compatible to automation = 2.00 Nos.

Supply and errection of floor / wall mounted power factor shunt capacitor conforming to BIS 2834-1986 latest with up to date amendments BCH/GEC/L&T/Tibcon/havells/ Apcos make to raise the prevailing power factor at site to 0.95 for direct connection to induction motor individually, of 2.0 KVAR according to HP of motor offered including cable Siemens/Gloster/ICC make from bus bar chamber = 2.00 Nos.

Supply of electrically operated (actuator) CI sluice valve for PN 1.6 rating of 80 mm dia make for valves KBL, IVC,LEADER, Puri ETC. and make for actuators are ROTORK, AUMA, BHARAT LIMITORE ETC = 2.00 Nos.

Supply of Kirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader/ make C.I. double flanged swing check type reflux valve Class PN -1.6 having bye pass arrangement (to be provided on delivery side) of 80 mm of pump and shall be suitable for withstanding nominal seat pressure of 16 kg/cm². conforming to relevant BIS -5312-1984 = 2.00 Nos.

Providing and fixing of pressure transmitter with digital / analog outfit to be fixed in delivery line = 1.00 No.

Providing and fixing of level sensor of reputed make = 1.00 No.

Providing & laying PVC insulated jointless, flat water proof copper cable of Finolex make conforming to BIS:1554 (Part I) -1988 or latest with up to date ammendments of suitable size for the pump sets offered(one cable carrying all three phases) including all other electrical equipment/accessories such as thimbles,flexible pipe, solder, nuts & bolts cable glands etc. laid in pipes or trenches under floor .The type,size & make will be subject to approval of HPSEB authorities.In case of non acceptance by HPSEB authorities it shall have to be replaced by the tenderer free of cost:- (a) On supply side of 3½ core( From HPSEB Meter to Switch &Starter) 0f 10 mm2 = 80.00 Rmt. (b) On motor side 3 core ( From Switch & Starter to Motor) 0f 6 mm2 = 80.00 Rmt.

Kit Kat fuse board of 200 Amp. made out of 45 * 45 * 12 mm thick hard board with sun mica top board with 3 nos. porccalin cut out and neutral link of required capacity with angle iron frame as per design of department mounted with panel board = 2.00 Set

Providing & laying double loop earthing with copper plate 600x600x3mm thick electrode complete with material such as charcoal, common salt ,GI pipes,thimbles,nuts & bolts,digging of pits,GI wiring & copper strips of 20x3mm suitable size conforming to BIS:3043-1987 (latest edition) for above motors & other electrical equipments = 1.00 Job NOTE:-The strip size shall be 20x3 upto 18.5 KW, 25x3 for 18.5 to 37 KW, 25x5 for 37 to 55 KW & 32x5 beyond 55 KW

Providing and laying double flanged G.M.S /MSREW (Heavy class) 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 rising main respectively complete as per IS:1364-1983 = 1.00 Job (a) Suction pipe (b) Delivery pipe (c) Common header = To be specified by the tenderer

Errection of all equipments from S.No. 1 to 13 i/c cost of tees,bends tapers & any other fittings required as per site conditions & as per directions of Engineer-in-Charge = 1.00 Job (Note:- Before supply & errection, it must be ensured that the Pumping set & its allied accessories/ appliances are cpmpatible with the Automation system of the scheme)

Pumping Machinery Pump house to Main storage tank Above Village Kaluganj

PUMPING MACHINERY CENTRIFUGAL:-Supply Installation Testing & Commissioning of horizontal spindle,horizontal / redial split casing/end suction(Back-pull out arrangements) single/double /multi stage star rated centrifugal pump or combination of pumps, In series/ parallel of recommended make such as Mather and Platt/KSB/ Beacon Weir /Kirlosker / BE/Jyoti 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 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 poiint head. 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: including Pump sets (working + standby), necessary piping and control valves alongwith electrical works including all taxes, insurance, transportation, freight charges, inspection charges, loading, unloading, conveyance to Departmental stores/ site, stacking, etc. including earthing ,specials and wastage etc.; complete suitable for operation the following requirement data given below. (a) The motor shall be suitable of running at 415 volt+ - 15 volt atleast. It should include cost of bearing nuts, bolts and painting etc and should meet the following requirement (as per data sheet No. 13) including Pump sets (working + standby), All electrical equipments such as Starter, ICTP switches, MCB, Bush bar chamber, MCB, Panel board indicating lamps, Ammeter, Voltmeter, Hour run meter should be of electronic type , incoming and outgoing water proof cable for panel board, Double loop earthing, copper cable pressure gauge, capacitor, common header, sluice valve, NRV including erection and testing complete necessary piping for suction and common header and control valves alongwith electrical works including all taxes, insurance, transportation, freight charges, inspection charges, loading, unloading, conveyance to Departmental stores/ site, stacking, etc. including specials and wastage etc.; complete as per Tender Specifications and instruction of Engineer in charge. The cost of stepdown transformer alongwith all its accessories such as cables, panels etc. shall be part of the offer including standby arrangement, the rate shall be quoted with per set rate of pumping machinery. The HP are indicative.Since the re-survey and re-design of proposal/scheme is to be carried out by the lowest bidder, the design/drawings so approved by the competent authority after finalisation of design and drawings,any variation in HP and other accessories etc.The rate shall be worked out on prorata basis after approval of the competent authority and payment will be made accordingly. (b) The motor shall be suitable of running at 415 volt+ - 15 volt atleast. It should include cost of bearing nuts, bolts and painting etc and should meet the following requirement (as per data sheet No. 13) including Pump sets (working + standby), All electrical equipments such as Starter, ICTP switches, MCB, Bush bar chamber, MCB, Panel board indicating lamps, Ammeter, Voltmeter, Hour run meter should be of electronic type , incoming and outgoing water proof cable for panel board, Double loop earthing, copper cable pressure gauge, capacitor, common header, sluice valve, NRV including erection and testing complete necessary piping for suction and common header and control valves alongwith electrical works including all taxes, insurance, transportation, freight charges, inspection charges, loading, unloading, conveyance to Departmental stores/ site, stacking, etc. including specials and wastage etc.; complete as per Tender Specifications and instruction of Engineer in charge. The cost of stepdown transformer alongwith all its accessories such as cables, panels etc. shall be part of the offer including standby arrangement, the rate shall be quoted with per set rate of pumping machinery. The HP are indicative.Since the re-survey and re-design of proposal/scheme is to be carried out by the lowest bidder, the design/drawings so approved by the competent authority after finalisation of design and drawings,any variation in HP and other accessories etc.The rate shall be worked out on prorata basis after approval of the competent authority and payment will be made accordingly.

Supply of digital soft starter of Allen Bradely/MEI/ Kilburn/Joyoti/Siemens/ Schinder of heavy duty application of suitable rating constant current / torque controll starting from comprehensive motor protection with large LCD key pad mounted on panel board & built in rear time clock complete suitable for above motor starter. The starters shall be f suitable rating and compatible to automation = 4.00 Nos.,

Supply of electrically operated (actuator) CAST STEEL sluice valve for ASA 300 rating of 100 mm dia make for valves KBL, IVC,LEADER, Puri ETC. and make for actuators are ROTORK, AUMA, BHARAT LIMITORE ETC = 4.00 Nos.

Supply of Kirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader/ make Cast steel double flanged swing check type reflux valve Class ASA-300 having bye pass arrangement (to be provided on delivery side) of 100 MM size higher than the delivery size of pump and shall be suitable for withstanding nominal seat pressure of 16 kg/cm². conforming to relevant BIS -5312-1984 = 4.00 Nos.

Providing and fixing of pressure transmitter with digital / analog outfit to be fixed in delivery line = 2.00 Nos.

Providing and fixing of flow meter with digital / analog outfit to be fixed in delivery line = 1.00 No.

Providing & laying PVC insulated jointless, flat water proof copper cable of Finolex make conforming to BIS:1554 (Part I) -1988 or latest with up to date ammendments of suitable size for the pump sets offered(one cable carrying all three phases) including all other electrical equipment/accessories such as thimbles,flexible pipe, solder, nuts & bolts cable glands etc. laid in pipes or trenches under floor .The type,size & make will be subject to approval of HPSEB authorities.In case of non acceptance by HPSEB authorities it shall have to be replaced by the tenderer free of cost:- (a) On supply side of 3½ core( From HPSEB Meter to Switch &Starter) of 25 mm2 = 100.00 Rmt., (b) On motor side 3 core ( From Switch & Starter to Motor) 16 mm2 = 100.00 Rmt.,

Supply and errection of floor / wall mounted power factor shunt capacitor conforming to BIS 2834-1986 latest with up to date amendments BCH/GEC/L&T/Tibcon/havells/ Apcos make to raise the prevailing power factor at site to 0.95 for direct connection to induction motor individually, of 10.0 KVAR according to HP of motor offered including cable Siemens/Gloster/ICC make from bus bar chamber = 2.00 Nos.

Kit Kat fuse board of 500 Amp. made out of 45 * 45 * 12 mm thick hard board with sun mica top board with 3 nos. porccalin cut out and neutral link of required capacity with angle iron frame as per design of department mounted with panel board = 2.00 Set

Providing & laying double loop earthing with copper plate 600x600x3mm thick electrode complete with material such as charcoal, common salt ,GI pipes,thimbles,nuts & bolts,digging of pits,GI wiring & copper strips of 20x3mm suitable size conforming to BIS:3043-1987 (latest edition) for above motors & other electrical equipments = 1 Job NOTE:-The strip size shall be 20x3 upto 18.5 KW, 25x3 for 18.5 to 37 KW, 25x5 for 37 to 55 KW & 32x5 beyond 55 KW

Providing and laying double flanged G.M.S /MSREW (Heavy class) 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 rising main respectively complete as per IS:1364-1983 = 2.00 Job (a) Suction Pipe (b) Delivery pipe (c) Common header = To be specified by the tenderer

Errection of all equipments from S.No.16 to 27 i/c cost of tees,bends tapers & any other fittings required as per site conditions & as per directions of Engineer-in-Charge ( Note:- Before supply & errection, it must be ensured that the Pumping set & its allied accessories/ appliances are cpmpatible with the Automation system of the scheme) = 1.00 Job

Providing installation commissioning and testing of vaccum operated pressure feed gaseous chlorinator/ Jasco/ Capital for chlorinator of water by direct feeding to existing water main consisting of the following and all as specified complete in all respect with in all leads and lifts as per Direction of Engineer-in -Charge. i) Gaseous type fully vaccum Chlorination system having capacity 0-2.50 kg/hours chlorine gas make PENWALT (USA)/ ECOHOLAR (USA). ii) Monoblock pump with 2 Nos. 3 HP Motor (One will be act as stand by) Kirloskar/ Crompton Greaves with common steel fabricated base frame duly grouted at site includiong starting and cabling. iii) PVC Pipe and fittings, ball valves ,washers, G.I. Pipe and fitting for installation and grouting of steel stand for ejector of gaseous type. iv) Chlorine leak detector with alarm and hooter. v) On line Chlorine analyzer for measuring & monitoring of chlorine in the water. vi) One empty gas cylinder 100 kg capacity as per BIS Standard duly certified by petroleum and and explosive safety organisations Govt. of India for filling of Chlorine gas required for the scheme.

Dogra Construction Company Pvt Ltd

MS Kamal Dev Sharma

sanjeev kumar