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| 1 | Cutting in earth work in all kind of soil such as pick, jumper work blasting hard and soft rock chiseling soft or hard rock where blasting is prohibited and disposal of all ececavated earth work in all leads and lifts and to the entire satisfaction of the Engineer-in-charge. |
| 2 | Excavation in foundation trenches etc. in earth work in all depths and in all classification of earth work such as pick work,jumper work,saturated soil including bailing or pumping out of water, blastingsoft or hard rock or chiselling or wedging out of soft/hard rock, where blasting is prohibited,in all lifts including trimming and dressing or dies, levelling of beds to correct grade including shoning structuring, planking timbering and dewatering whereever required staking the excavatd soil not or than 3 mtr clear form edge of excavation and then returning the stacked soil in 15 cm layer when required into plinths, side of foundation etc. consolidating each deposited layer by ramming and watering and then disposing the surplus excavated earth as directedwith in all leads & lifts as per direction as satisfaction of Engineer-in-Charge. |
| 3 | Providing and laying cement concrete 1:4:8(1:cement :4 sand:8 graded stone aggregate 40 mm nominal sixe) and curing complete excluding cost of form work in foundation and plinthwithin all leads and lifts, as per direction and entire satisfaction of the Engineer-in-Charge. |
| 4 | Providing and laying cement concrete 1:6:12(1: cement :6 sand :12 graded crushed stone aggregate of 40mm. Nominal size) and curing complete excluding the cost of form work in foundation and plinth within all leads and lifts as per direction of the Engineer-in-charge. |
| 5 | Providing and laying cement conctete 1:5:10 (1cement: 5sand: 10graded stone agg. 40mm nominal size) with 15% plum and curing complete excluding cost of form work in R/Wall/Brest walls the size of plum 150 to 300mm as per PWD specification. With in all leads and lifts as per the direction of the Engineer-in-charge. |
| 6 | Random rubble masonary/ Polygonal rubble masonary (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 Graded stone aggregate 20mm nominal size) in Cement mortor 1:6 (1Cement: 6 Sand) in breast walls and retaining walls within all leads and lifts as per direction of Engineer-in-Charge. |
| 7 | Providing and laying cement conrete 1 : 3 :6 . ( 1 cement : 3 sand and : 6grade stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth within all leads and lifts as per the directionof Engineer-in-Charge. |
| 8 | Providing and laying cement concrete 1:1.5:3(1: cement :1.5 sand :3 graded crushed stone aggregate of 20mm. Nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in :- |
| 9 | Foundation footing bases of column and the like mass concrete with in all leads and lifts as per direction of the Engineer-in-charge. |
| 10 | Wall ( any thickness but not less than 0.10 mtr. Thickness) including attached pilasters buttersses, plinth and string courses etc, from top of foundation upto floor two level with in all leads and lifts as per direction of the Engineer-in-charge. |
| 11 | Providing and laying cement concrete 1:2:4(1: cement :2 sand :4 graded crushed stone aggregate of 20mm. Nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in :- |
| 12 | Wall ( any thickness but not less than 0.10 mtr. Thickness) including attached pilasters buttersses, plinth and string courses etc, from top of foundation upto floor two level with in all leads and lifts as per direction of the Engineer-in-charge. |
| 13 | Suspended floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and contileverupto floor two level with in all leads and lifts as per direction of the Engineer-in-charge. |
| 14 | Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring, shuttering strutting and propping etc. with wooden batten and ballies, in all heights of propping and centring below supporting floor to ceiling andremoval of the same for insitu-reinforced concrete and plain concrete work in :- |
| 15 | Vertical surfacessuch as wall (any thickness) partitions and the like including attached pillasters, buttresses plinth and string courses and the like within all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge. |
| 16 | In flat surfaces with steel plates such as soffits of suspended floors, roofs, landing and the like floor etc upto all thickness within all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge. |
| 17 | Edge of slabs and breaks in floor and walls.(under 20.00cm. wide) within all leads & lifts as per the direction of Engineer- in -Charge. |
| 18 | Beam, cantilever, girders and lintles side and soffits of beams, beam haunching, cantilevers and lintles not exceeding one meter in depth in all height with in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge. |
| 19 | Sloping or battering surfaces including folded plates: where inclination to horizontal plane does not exceeds 30 degree within all leads & lifts as per the direction of Engineer incharge. |
| 20 | Chullah hoods, weather shades chhajjas, corbels etc.including edges within all leads & lifts as per the direction of Engineer- in -Charge. |
| 21 | Providing mild steel/tor steel (reinforcement for RCC work) including bending,binding and placing in position complete in all respect within all leads and lifts as per the direction and entire satisfaction of Engineer-in-Charge. |
| 22 | Providing and fixing M.S. grills of required pattern in steel frames of windows etc.with M.S.flat , square or round bars with round headed bolts & nuts or by screws plain grill within all leads and lifts as per direction of Engineer-in-Charge. |
| 23 | Providing and fixing oxidised MS tower bolts (barrel type)with necessary screws etc. complete ( 200x10mm) including all leads and lifts as per direction of Engineer-in-Charge. |
| 24 | Providing and fixing oxidised MS handles with necessary screws etc. complete 100 mm including all leads and lifts as per direction of Engineer-in-Charge. |
| 25 | Provding and fixing panelled glazed or panelled & glazed shutters for doors ,windows & clearstory window, including black enamelled iron butt hinges with necessary screws in 2nd class deodar wood within all leads & lifts as per direction of Engineer-in-Charge |
| 26 | Steel work welded in built-up section,trusses and framed work including cutting hoisting, fixing in position and applying a priming coat of red lead paint in grating, framed guard bar, ladders, railing, brackets and similars work with in all leads and lifts as per the direction of Engineer-in Charge. |
| 27 | Providing and fixing oxidised M.S.sliding door bolts with nuts and screws etc complete (250x16mm) within all leads and lifts as per direction of Engineer-in-Charge. |
| 28 | Providing and fixing oxidised MS hooks and eyes 150mm with in all leads and lifts as per direction of Engineer-in-Charge. |
| 29 | 6mm cement plaster to ceiling in cement mortar 1:3(1 cement :3 sand) with in all leads and lifts as per direction of Engineer-in-Charge. |
| 30 | 15mm cement plaster in single coat on fair side of brick/ concrete/stone walls for interior plastering upto floor two level including arrises,internal rounded angles,chamfers and/or rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1:6 (one cement: six sand ) including all leads and lifts as per direction of Engineer-in-Charge |
| 31 | 20mm cement plaster in single coat on the rough side of brick/ concrete/stone walls for interior plastering upto floor two level including arrises,internal rounded angles,chamfers and/or rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1:6 (one cement: six sand ) including all leads and lifts as per direction of Engineer-in-Charge |
| 32 | Pointing on brick work with cement mortar 1:4(1 cement :4 sand) Raised and cut pointing including all leads and lifts as per direction of Engineer-in-Charge. |
| 33 | Precast terrazzo tiles 20mm thick ( with marble chips of specified size) fixed on wall on 10mm thick cement palster 1:3 (cement :3 sand) jinted with neat cement slurry mixed with pigment to match the shade of tile (wherever required) including rubbing and polishing complete with tiles of following silver aravwith in all leads and lifts as per the direction of Engineer in cahrge. |
| 34 | Providing & laying brick tiles over mumty roofs grouted with cement mortar 1:3 (1 cement : 3 sand) over a 12mm layer of cement mortar 1:3(1 cement : 3 sand) and finished neat including all leads and lifts as per direction of Engineer-in-Charge. |
| 35 | Brick work using common burnt clay building bricks of approved qualityin super structurein cement mortar 1: 4 (1 cement : 4 sand) above plinth level up to floor two level (1st class bricks)in Supper Structure |
| 36 | Half Brick work using common burnt clay building bricks of approved qualityin super structurein cement mortar 1: 4 (1 cement : 4 sand) above plinth level up to floor two level (1stclass bricks)Structure |
| 37 | Providing & fixing pressed steel doors frames manufactured from commercial mild steel sheet of 1.25mm thickness including hinges jumb lock jamb beed and if required angle threshold of mild steel angle of section 50x25mm or base tiles of 1.25mm pressed mild steel welded or regidly fixed together by mechanical means , adjustable lugs with split and tails to each jamb including steel butt hings 2.5mm thick with guards lock strike plate and shock absorber as specified and applying a coat of approved steel primer after pretreatment of the surface as directed by Engineer-in-Charge Profile A |
| 38 | Providing & fixing on wall face C.I. Rain Water Pipes including fitting the joints with spun yarn and cement 1:2(1 cement :2 sand) including all leads and lifts as per direction of Engineer-in-Charge. 100mm dia pipe. |
| 39 | Providing & fixing M.S. holder bat clamps of approved design to CI or SCI Pipes embedded in & including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate and 20mm nominal size) and cost of cutting holes and making good the wall etc. with in all leads & lifts as per direction of Engineer-in-Charge. 75mm dia meter for C.I.Pipe. |
| 40 | Providing and fixing on wall face C.I. accessones for rain water pipe including fitting the joints with spun yarn socked in neat cement slurry and cement mortar 1:2(1 cement:2 sand)C.I.plain bend 100mm dia with in all leads & lifts as per direction of Engineer-in-Charge. |
| 41 | Providing under layer for plinth protection of 75mm thick(un-consolidated)bed dry bricks/ stone agg. 40mm nominal size with remmed and consolidated and grouted with fine sand including preparation of ground with in all leads & lifts as per direction of Engineer-in-Charge. |
| 42 | Providing plinth protection 50mm thick in cement concrete 1:3:6(1 cement :3 sand :6 graded crushed stone aggregate 20mm nominal size) with in all leads & lifts as per direction of Engineerin-Charge. |
| 43 | White washing with lime on undecorated walls surface (two coats)to give an even shade including thoroughly brooming the surface dirtdust mortar dirt and other foreign matter in all leads and lifts. |
| 44 | Distempering with dry distempering of approved brand and manufacture ( two coats ) and of required shade on undecorated wall surface to give an even shade over and including primer coat of white after thoroughly brushing the surface free from mortar droppings and other foreign matter including preparing the surface even and sand papered smooth complete in all respect. |
| 45 | Hirmachi colour wash on undecorated wall surfaces(two coat)to give an even shade including thoroughly brooming the surface to remove all dirt,dust mortor drops and other foreign matter within all leads & lifts as per the direction of Engineer-in-Charge. |
| 46 | Cement washing with port land cement slurry on undecorated wall surfaces (one coat) to give a smooth bodied opaque finish including thoroughly brooming the surface to remove all dirt,dust mortar drops & other foreign matter within all leads & lifts as per the direction of Engineer-in-Charge |
| 47 | Applying priming coat over new steel & other metal surface after and including preparing the surface by throughly cleaning oil grease dirt & other foreign matter & scoured with wire brushes fine steel wool scrapers and sand paper complete with ready mixed priming paint brushing red lead, red oxide/zine oxide chrome with in all leads and lifts as per the direction of Engfineer-in-Charge |
| 48 | Painting two coats (excluding priming coat) on new steel & other metal surface with ready mixed paint brushing to give an even shade including cleaning the surface all dirt ,dust and other foreign matter with ready mixed paint other than white within all leads and lifts as per the direction of the Engineer- in-Charge |
| 49 | Applying priming coat over new wood and wood based surfaces after and including prepering the surface by the throughly cleaning oil grease dirt and other foreign sand papering and knotting. Ready- mixed paint brushing wood primer pink within all leads and lifts as per the direction of Engineer-in-Charge. |
| 50 | Painting two coats (excluding priming coats) on new wood and wood based surface with ready mixed paint brushing to give an even shade including cleaning the surface of dirt dust and other foreign matter sand papering and stopping with white paint within all leads and lifts as per the direction of Engineer-in-Charge |
| 51 | Proviiding and fixing M.S. fan clamp 16mm. Dia M.S bar bent to shape with hooks ends in RCC Slab during laying including painting the vexposed position of loop all as per standard design. within all leads and lifts as per the direction of Engineer-in-Charge |
| 52 | Laying, jointing & testing in trenches GI flanged/Butt welded joints by considering three layers pipe including cost of bends complete as per GMS pipe comfirming to IS/ ISO 3183-2007 following grade and wall thickness as per dimension weights and test pressures mentionede below in a random lenght of 4to 7 mtrs. The MS flanges are to be provided on each joints as per required table comfirming to IS 6392-1971 and weldingof flanges with electrodes as per relivants coads includingrequired no and size of nut bolt and gasket sheet not less then 3mm thickness as per relevants codes. The weldings of flangesto be done on both faces in two layersto make the joints leaks roofs and to entire satisfaction of the Engineer-in-Charge. The layings of pipe should be conformed to IS 5822-1994. ( Earth work in trenches to be measured and paid for separetely). The pipe shall be galvanising with zink coating conforming to IS 4736-1986. Complete with in all leads and lifts as per direction of the Engineer-in-charge. |
| 53 | 150 mm dia (4.80mm thick)Table 28 |
| 54 | 150 mm dia (4.80mm thick)Table 17 |
| 55 | 150 mm dia (4.80mm thick)Table 5 |
| 56 | Providing and welding MS flanges @ 5% of joints confirming to following table as per IS 6392-1971 (latest with upto date amenments) with plain end GMS/MSERW pipe in requistenumber of layerson both faces to make the joint leak proof ( the cost of providing and laying of MSERW pipes to be measured and paid forseprately) the welding of flanges should confirm to IS 816-1969 with electrodas per IS 814-1991 and required number of nuts and bolts confirm to IS 1364 including cost of gasket sheet not less than 3.00 mm confirm to IS 2712-1998. the work shall be done to the entire satisfaction of Engineer in charge with in all leads and lifts). |
| 57 | 150 mm dia Table 28 |
| 58 | 150 mm dia Table 17 |
| 59 | 150 mm dia Table 5 |
| 60 | Providing , Circumferential butt welded joints by arc welding to MSERW / GMS pipe, welded in three layers of weld semsso as to achieve the minimun effective theval thickness of weld conforming to IS 816 -1969 specifications by using welding electrode of 2.5 mm to 6.30 mm of advani oerlikon ( Adoreic 1 to JET /ET/ EIAB make confermingto IS 814-1991including die pentration test at site of work complete in all respectincluding mannual/ mechanicalchesellingof pipesin all leads and lifts to the entire satisfication of Engineer -in-charge |
| 61 | 150 mmdia |
| 62 | Providingdouble flanged cast corbon steel NRVmakeof ( Kirloskar/ Leader/ KSV)of following dia BS 1818- ASA 300 forthe delivery line andcapableof with standing normal seat pressure up to date amendments as per the direction of Engineer -in -charge within all leads and lifts . |
| 63 | 150 mmdia |
| 64 | Providingdouble flanged cast corbon steel sluicevalve PN 1.6class ASA 300 & ASA -600 ( Kirloskar/ Leader/ KSV) forthe suction pipe and capable of with standing the nominal seat pressure as per IS 780- 1984with up to date ammendments as per the direction of Engineer -in -charge within all leads and lifts . |
| 65 | 150 mmdia |
| 66 | Providing and fixing brass full way wheel valve of ISI marked of following dia Complete with in all leads and lifts as per direction of the Engineer-in-charge. |
| 67 | 80mm dia Nominal bore |
| 68 | Laying, jointing and testing in trenches 6.00 Kg. F/ cm² working pressure unplasticized pipes conforming to IS: 4984-2016 as amended up to date complete with fitting (Earth work in trenches to be measured & paid for separately) PN 6 with in allleads and lifts, as per direction and entire satisfaction of the Engineer-in-Charge.PE-80 thickness minimum 7.6 & maximum 8.6 SDR-17, IS : 4984-2016.. |
| 69 | 75mm dia Nominal bore |
| 70 | \"Supplyinghorizontal spindle horizontal/radial split casing and suctions (back full out arrangement) single/double/ multistage centrifugal pumps or combination of pump in series of recommended make such as Mather and Platt /KSB/Kirloskar/Jyoti/BE/MAX flow/Beacon weir make conforming to as per BIS-1520-1980 ( latest edition with up to date amendments), read with BIS: 9137-1978 ( latest edition) suitable for lifting raw water of under mentioned characteristics with impelters of bronze/ suitable alloy, impellers/priming funnels, casing ring and shaft sleeves of bronze/suitable alloy, shaft of steel grade with cast iron casing coupled directly through a flexible coupling on a common C.I/Cast steel base plate ( base plate to be from the Principle manufacturers of the pumping set to slipper in/ Squirrel Caze screen protected drip proof electric induction motor of Kirloskar/Crompton/NGEF/Siemens/Jyoti/BHEL/GEC/ABB conforming to BIS: 325-1978 read with BIS 900-1965 (Latest with upto date ammendments) It should include the cost of bearing a nuts and bolts, painting etc and shall be suitable for operation as per date given below: |
| 71 | SITE CONDITIONS :- |
| 72 | Location of site:- The site is located at a distance of 143 Kms from Pthankot |
| 73 | The altitude of place in which Altitude of place 1000 above MSL. |
| 74 | the motor is intended. |
| 75 | Type of current :-AC threephase supply with freqency of50 |
| 76 | cycles per second. |
| 77 | Rated Voltage :- 415 V = 10% |
| 78 | Type of Water (Row/Treated).RAWWater |
| 79 | Charactrstics of water :- a) Temperature 20°C b)Turbidity 5000 NTV |
| 80 | c) Alkalinity60Mg./ Ca Co3 |
| 81 | d) pH= 7 to 8f)others-------- |
| 82 | e) Total solids.Mg / lit. |
| 83 | Depth of well :-(+ve suction) |
| 84 | L.W.L in well/ Sump well (h):-1218 mtrs. |
| 85 | Max. draw down :- mtrs. |
| 86 | Center line Level of Pump 1215 mtrs. |
| 87 | Discharge level of highest point1446 mtrs. |
| 88 | No. of pump required :- 2 Nos 30 HP Each |
| 89 | Capacity :-8.21 LPS for each pump |
| 90 | Static head in mtrs.228 meters |
| 91 | Total head in metres 231 Meters |
| 92 | Length of Rising main :- 750 Meters |
| 93 | Dia of Rising main :-150mm dia GI Pipe ( M) |
| 94 | No of pumping Hrs. per day:- 16 Hrs. |
| 95 | Limits of pump operation :-(-) 25% to ( + ) 10%of total head. |
| 96 | HP of motor Drive unit :-Required BHP of pump at ( +) 10% & (-) 15% of total head of |
| 97 | BHP with following margins multiplying factor at |
| 98 | duty point. Whichever is higher |
| 99 | a) Upto 2 HP = 1.5d) 10 to 20 HP 1.2 |
| 100 | b) 2to 5 HP = 1.4e)20 to 100 HP 1.15 |
| 101 | c) 5to 10 HP =1.3f)above 100 HP 1.10 |
| 102 | RPM of Pumping Sets:-2900 rpm ( to be quoted by tenderer ) |
| 103 | Test Run :-16 hrs. continueously for 7 days. |
| 104 | Supplyofdigital soft starter of Allen Bradely/Schnider /ABB of reputed make of havey duty application rating 15 to 500 Ampere/ constant current / torque control 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. |
| 105 | ProvidingM.Ssheet16 SWG steelfabricated floor mounted closedalmirahtype switch board powdered coated rust proof including angle ironpostof suitable height& sizeISA 65 x 65 x 6mm duly painted comprising and capable of mountingthe following accessories . |
| 106 | Digital Ammeter AC Supply,100 mm dia Square dialAutoelectric of AE/ IMP/Havells/Schnider make of suitable range for above pumping set with selector switches conforming to BIS1248 -1983 latest with upto date ammendments. |
| 107 | Digital Voltmeter AC supply, 100 mm Square dialauto electric AE / IMP/Havellsmake of suitable range forabovemotorwithselectorswitchconforming toBIS 4064-1978 latest with upto date ammendmants. |
| 108 | Busbar chamber having three copperbars ofsuitable rating for full length 3 live phases and one copperbar of thehalf rating of full length fornaturalconformingto BIS8084 -1976and 11353 -1985readwith5578 - 1985 alllatestwithuptodate ammendments. |
| 109 | MCCB of suitable capacity ofKilburn / L&T / MEI / standard/ GEC make on incoming feeder for pumping sets conforming to BIS2516 -1985 ( latest edition ) with neutral linkedunder voltage release. |
| 110 | Threephasesindicator lampscompletewithtoggleswitchesfor individual motorsconforming to BIS 3452 part I&II latest with upto date ammendments. |
| 111 | Digital Hour run meter of reputed/ approved make of four digit capacity conforming to BIS - 722 (latest edition). |
| 112 | ProvidingPLC of 32 IOS of Digital /Analog input/output for automatic operation of thecentrifugal pumps. |
| 113 | Supply ofKirloskar/ Kilburn / IVC / Fouress/ Gled /BHEL /Leader/ Kartar makeCast iron PN 1.6 doubleflangedactuator valve( tobeprovided on delivery side ) of size one size higher than the delivery size of pump and capable of with standing nominal seat pressure of 10 Kg / cm2 NOTE:-The C.I sluice valve shall conform to BIS 780 -1984 for 50 to 300 mm dia & BIS:2906-1984 for350 to 1200 mmdia( latestadition)However I f seat pressure exceedst hel imits prescribed in abovementioned BIS. than It shall be of cast steel conforming to class ASA-150 for seat pressure upto 21 Kg/ cm2 or class ASA-300 for seatpressure 52 Kg/cm2 as BS1414(API 600 )150mm dia cast steel valves |
| 114 | Supplyof Kirloskar /Kilburn/IVC/Fouress /Gled /BHEL/Leader /Kartar of suitable size castirondoubleflanged swingcheck type reflux valvehaving bye - pass arangement( to be providedondelivery side ) of size one size higher than the delivery size of pump & shall be suitable for with standing nominal seat pressure of 21kg/cm2 of class ASA -150 as perBS-1868-API(600). |
| 115 | SupplyofKirloskar/Kilburn /IVC/Fouress/Gled / BHEL/Leader/Kartar makeCast iron double flangedswingchecktypereflux valve having bye-pass arrangement of size equal toRisingmain i.e.150 mmandshall be suitable for with standing nominal seat pressure of21 Kg/ cm2 of classASA-150 as per BS-1868-(API-600). |
| 116 | NOTE: The C.I reflux valve shall conform to BIS 5312-1984 part -I( latest adition ) However if seat pressure exceedsthe limits prescribed InBIS 5312 thanitshallbe of cast steel conforming to classASA-150 forseat pressure upto 21 Kg/ cm2or class ASA-300for seat pressure 52 Kg/cm2 as BS 1868 (API 600 ) |
| 117 | Providing & laying PVC insulated jointless, flatwater proof copper cable of Siemens/Fino-lex / Gloster/ Grandlay make Conforming to BIS: 1554 ( Part-I ) 1988 latest with upto date ammendmentsofsuitablesize forthe pump setsoffered ( onecable carrying all three phases )includingall otherElectricalequipment / accessories such as thimbles,flexible pipes, solder ,nuts& bolts, cable glands etc. laid in pipes or tranches under floor.The type size & makewill be subjct to approval of HPSEB authority. In case of non acceptance by HPSEBauthoritties It shallhave to be replacedbythetenderer free of cost. |
| 118 | a) On supply side of3-1/2 core( From HPSEB meter to Switch & Starter =15 mts of size 6 mm2 |
| 119 | b) On motor side 3 core ( From Switch & Starter to Motor )= 30 mts of size 4 mm2 |
| 120 | Providing & laying double loop earthing and copper plate 600 X 600 X 3mmthick electrode complete with materialsuch as charcoal & common salt, G.Ipipes, thimbles, nuts and bolts digging of pits GI wire and 25x3mm copper strips as per BIS 3043-1987 latest with upto date ammendments for above motors & other electrical equipment. |
| 121 | Note:- The strip size shall be 20x3 upto 18.5 KW,25x3 for 18.5 to 37 KW , 25x5 for 37 to 55 KW & 32x5beyond 55 KW. |
| 122 | Supply& errection offloorpower factor Shunt Capacitor conformingtoBIS 2834-1986 latest with up to date ammendments BHEL / GEC / Machneil / Magger / Bajaj maketoraise theprevailling power factor at site to 0.95 for direct connection to induction motor individually, of required KVAR according to HP of motor offered also including L & T / Standard / KilburnmakeICTP switches conforming to BIS 4064-1978 or latest with HRCfuses ( Range to be specified by the tenderer.) 2x7 =14 |
| 123 | Providing and fixing of pressuretransmitter with digital/analog outfit to be fixed in delivery line |
| 124 | Providing and laying Column assembly ofGI pipe consideringsiterequirement andhaving appropriate size in accordance with the delivery size of pumping set. The pipeshallconform to relevent BIS codes & capable of with standing the field test pressure equal to 1.5 times the operating pressureincluding alltype offittings such as bends, tapers /reducers, flanges,rubberguskets 3 mm thick, nuts & bolts and any other fitting required at site and work shall be to the entire satisfaction of Engineer in charge. |
| 125 | NOTE :-Actual laying to be done final drawings to be approved by the Engineer in charge. |
| 126 | Providing & Fixing of HMEI 7\" Screen for displaying & controlling of Parameters |
| 127 | Change over switch of reputed make & suitable capacity conforming to relevant BIS Code |
| 128 | Providing double flanged Cast steel non return valve of Leader/ Kirloskar make and of 200 mm dia. having bye pass arrangement for rising main and capable of with standing normal seat pressure as per IS 1868/ API-600(class, ASA-600) up to date amendments ( Total head i/c water hammer effect) having seat pressure of 104 Kg/cm² |
| 129 | Providing double flanged Cast iron sluice valve 150 mm class PN 1.00 of leader / Kartar/Bassmake capable of with standing seat presssure of 10.20 KG/cm ² as per IS 780-1984 with up to date ammendments on suction side . |
| 130 | Providing 100mm dia. circular dial pressure gauge of Fiebig make complete with all accessories such as stop cock , copper tubing etc. as per IS: 3624-1987 with up to date amendments range 0-52 Kg/cm2 |
| 131 | Errection of all equipment from Sr.No. 44 to 44.11 including cost of tees,bends taper and other fitting required as per site conditions as per direction of Engineer in Charge |
