Irrigation And Public Health Department has published Tender For Augumentation Of Wss To Newely Created Wards No 6& 7 Under Mc Rampur Tehsil Rampur Distt. Shimla Hp (Sh:- Providing ,Laying, Jointing & Testing Of Rising Main 200 Mm Dia Galvanised Hfw Mild Steel Pipes Conforming To Is 3183-2012, C/O Pump House. Submission Date for this Tender is 05-06-2023. Pump House Construction Tenders in Shimla Himachal Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Cutting in earth work in all classification of earth work such as pick work, jumper work, saturated soil, blasting soft/ hard rock or chiselling soft/ hard rock where blasting is prohibited in all lifts including trimming and dressing of sides levelling of beds to correct grades including shoring, strutting, planking, timbering where ever required, stacking the serviceable/ unserviceable materials/soil separatelycomplete in all respect within all leads and lifts as per the direction of Engineer-in-Charge. |
| 2 | Excavation in earth work and disposal of all excavated earth up to all leads and lifts, disposed earth to be levelled neatlydressed as per direction and to the entire satisfaction of the Engineer-in-Charge. |
| 3 | Excavation in foundation trenches etc.(for pipes & pits upto all depth) in earth work in all classification of earth work such as pick work, jumper work, saturated soil , blasting soft/hard rock or chiselling soft/ hard rock including wedging out of a rock where blasting is prohibited in all lifts including trimming and dressing of sides levelling of beds to correct grades including shoring, strutting, planking, timbering and dewatering where ever required, stacking the serviceable/unserviceable materials/soil separately and after laying and jointing of pipes, returning the usable soil in trenches in 15 CM layers including consolidation of each deposited layers by ramming and watering and then dispositng of all surplus excavated soil, useable materials as directed within all leads/lifts including restoration of metalled surfaces to its original condition and including cost of diversion for traffic night signals, fixing caution boards, crossing over trenches for access to houses fencing etc. complete in all respect within all leads and lifts as per the direction of Engineer-in-Charge. |
| 4 | Providing and laying cement concrete 1:5:10 ( 1 cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth complete in all respect with in all leads & lifts and as per the direction & to the entire satisfaction of the Engineer-in-Charge. |
| 5 | Providing and laying cement concrete 1:4:8(1Cement: 4Sand: 8Graded stone agg.40mm nominal size)& curing complete excluding cost of form work in foundation and plinth as per direction & to the entire satisfaction of the Engineer-in-Charge with in all leads and lifts . |
| 6 | Providing and laying cement concrete 1:3:6 (1Cement: 3Sand: 6Graded stone agg.40mm nominal size)& curing complete excluding cost of form work in foundation and plinth as per direction & to the entire satisfaction of the Engineer-in-Charge with in all leads and lifts . |
| 7 | Providing and laying cement concrete 1 : 2 :4(1 cement :2 sand :4 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcemnt for reinforced concrete work complete in all respect with in all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge . |
| 8 | Foundation and plinth complete as per the direction and to the entire satisfaction of the Engineer-in-Charge. |
| 9 | In suspended floor roofs ,landing and shelves and their support.balconies , beams,girders, bressumers and contilever up to floor two level with in all leads and lifts. |
| 10 | Arches not exceeding 6.00 mtr. Span upto floor two leval |
| 11 | Providing and laying cement concrete 1 : 1.5 :3(1 cement :1.5 sand :3 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcemnt for reinforced concrete work complete in all respect with in all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge . |
| 12 | Foundation and plinth complete as per the direction and to the entire satisfaction of the Engineer-in-Charge. |
| 13 | Walls (any thickness but not less than 0.10m thickness) attached pillaster, buttresses, plinth & string courses etc from top of foundaation level upto floor two level as per the direction & to the entire satisfaction of the Engineer-in-Charge. |
| 14 | Prov.form work with steel plates 3.15mm thick welded with angle iron frame 30 x 30 x 5mm so as to give a fair finish including centring, shuttering,strutting & propping etc. with wooden battens and ballies, height of propping & centering below supporting floor to ceiling not exceeding 4mtr.& removal of same for insitu rainforced concrete and plain concrete work complete in all leads and lifrs and as per the directioin and to the entire satisfaction of the Engineer-in-Charge :- |
| 15 | Flat surfaces such as soffits & suspended floors, roofs, landing and the like. Floor etc. upto 200mm in thickness. |
| 16 | Vertical surfaces such as walls ( any thickness ) partition and the like including attached pillasters buttresses, plinth and string courses and the like. |
| 17 | Edges of slaband break in floor 20 cm wide |
| 18 | Arches upto 6.00 mts. Span |
| 19 | Providing in RCC work smooth finishingof the exposed surface with Cement mortar1:3 (1 Cement : 3 Sand) & as per direction & to the entire satisfaction of the Engineer-in-Charge. |
| 20 | Providing RCC band above plinth level in cement mortor 1:2:4 (1 cement :2 sand :4 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcemnt for reinforced concrete work complete in all respect with in all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge . |
| 21 | Providing mild steel / tor steel reinforcement for reinforced cement concrete work including bending, binding and placing in position complete upto floor two level complete in all leads and lifts and as per the direction and to the entire satisfaction of the Engineer-in-Charge. Tor Steel. |
| 22 | Steel work welded in built up section , trusses and framed work including cutting,hoisting,fixing in postion and applying a priming coat of red lead paint. |
| 23 | In gratings framed guard bars,ladders, railling,brackets and similarwork. & as per direction & to the entire satisfaction of the Engineer-in-Charge |
| 24 | Manufacturing & Fixing of fencing pannel of size 1.20X1.20Mtr. Of Jali (Expended Metal) 25x25mm welded to MS black Tube 32mm dia. of 14 gaugewithMS flate of 25x5 mmincluding cutting, welding and painting with red oxide paint complete in all respect including all leads & lifts and to the entire satisfaction the the Engineer-in-charge. |
| 25 | Brick masonary work in common burnt clay building bricks in super structure with cement mortor 1:6 ( 1 cement: 6 sand) complete in all leads and lifts and as per the direction and to the entire satisfaction of the Engineer-in-Charge (2nd class Bricks) |
| 26 | Brick masonary work in common burnt clay building bricks in pillar, column etc. with cement mortor 1:4 ( 1 cement: 4 sand) complete in all leads and lifts and as per the direction and to the entire satisfaction of the Engineer-in-Charge (2nd class Bricks) |
| 27 | Providing wood work in frames of doors, windows, clerestory windows and other frames wrought framed and fixed in position. 2nd. Class deodar wood. |
| 28 | Providing and /FixingPannelled & glazed shutters for doors windows and clear storey windows including bright finish black enamel led iron butt hings necessary screw 40 mm thick 2nd class deodar wood. |
| 29 | Providing and Fixing wire gauge shutters using MS wire gause of IS gause designation 85 G for doors windows clerestory windows I/c bright finished black enameled iron hings with necessary screws 30 mm thick 2nd class deodar wood. |
| 30 | 6 mm cement plaster in single coat on rough side of brick/stone masonry for interior plastering upto floor two level i/c arrises,internal rounded angles chamfers and/or rounded angles not exceeding 80mm in girth & finished even & smooth in C.M 1:4 |
| 31 | 20 mm cement plaster in single coat on rough side of brick/stone masonry for interior plastering upto floor two level i/c arrises,internal rounded angles chamfers and/or rounded angles not exceeding 80mm in girth & finished even & smooth in C.M 1:4 |
| 32 | Pointing on Brick Masonary with cement mortor 1:3 ( 1 cement : 3 cement) complete in all respect with in all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge . |
| 33 | Providing and laying Terazzo tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately |
| 34 | Providing and fixing M.S. grills of required patterns in wooden frames of windows etc. with M.S. Flats, square or round bars with round headed bolts and nuts complete including carriage of material within all leads and lifts and as per direction of Engineer-in-charge. (Oranamental Grill) |
| 35 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.20 mm M.S. laths with 1.20 mm thick top cover |
| 36 | Manufacturing , Supplying & fixing of MS Man hole cover of size 60x60 cm Frame fixed withangle iron of size 40x40x5mm and topfixed angle iorn 25x25x5mmwith MS sheet3.15 mm thickincluding cutting. Welding and painting two coatwith red oxideand making locking arrangement complete with reputed locki.e Link/ Harison make (HEAVY DUTY) complete in all respect as per direction of Engineer-in-Charge. |
| 37 | Painting two coat ( excluding priming coat)over new wood and wood based surfaceswith ready mixed paint , brushing to give an even shade including cleaning of all dirt. Dust and other foreign matter and sand papering and stopping( Ready mixed paint other than white) |
| 38 | Painting two coat ( excluding priming coat)over new steeland and other metalsurface with ready mixed paint , brushing to give an even shade including cleaning of all dirt. Dust and other foreign matter and sand papering and stopping( Ready mixed paint other than white) |
| 39 | Distempering (two coats) with oil bond distemper of approved brand and manufacture and of required shade on undecorated surface to given an even shade and including priming coat with distemper after throughly brushing the surface free from mortar dropping and other foreign matters ( Primer coat with distemper primer) |
| 40 | Applying Priming coat over new wood and wood based surfaces after and including preparing the surface by throughly cleaning oil grease & dirt and other forgien matter ( Ready mixed paint brushing wood primer pink) |
| 41 | Applying Priming coat over new steel & other metalsurfaces after and including preparing the surface by throughly cleaning oil grease & dirt and other forgien matter ( with ready mixed priming paint brushing red lead) |
| 42 | Providing under layer for plinth protection 75 mm thick unconsolidated) bed dry brick/ stone aggregate 40 mm nominal size will rammed and consolidating and grouted with fine sand including preparation of ground |
| 43 | Providing plinth protection 50 mm thick in cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 20mmnominal size) |
| 44 | Providing /Fixing oxidised MS sliding door bolts with nuts and screw complete |
| 45 | (300 mm x 16 mm) |
| 46 | Providing /Fixing bright finished brass towers bolts barrel type with screw etc. complete |
| 47 | 200mmx10mm |
| 48 | 150 mm x10 mm |
| 49 | Providing /Fixing oxidised MS handle with screw complete |
| 50 | 125 mm dia |
| 51 | 100 mm dia |
| 52 | Constructing chamber for sluice valve, 1500x1500x1000 mm inside size laid in 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 |
| 53 | Boulder filling behind retaining wall as per direction and to the entire satisfaction of Engineer -In-Charge. |
| 54 | Providing , Laying, jointing and testing in trenches to be levelled to grade galvanised mild steel pipe Medium grade of following nominal diameter including fittings complete in all respect to the entire satisfaction of the Engineer-in-Charge. ( Earth work in trenches to be measured and paid for separately). |
| 55 | 150 mm nominal diameter. |
| 56 | Providing, welding , Laying, Jointing & Testing of galvanised HFW mild steel pipesas per IS:3183-2012 L-320 . Gr X-46including manufacturing of bends of required degree, tees, tail pieces & other special manufactures from parent pipe i/c cutting of pipes at site in trenches of below mentioned diameter in a randam length of 5-6 mtr andCircumferencial Butt Welded joints by electrical arc welding to required dia API Pipe welded in requisite number of weld runs so as to achieve the minimum effective throat thickness of weld confirming to IS 3183-2007 specification by using welding electrodes of 2.50 mm to 6.30 mm of Advani Oerlikon ( Adore)-CITOJET/ ESAB make , confirming to IS 814-1991 at site of work complete in all respect including manual / mechnical handing of pipes in all leads and lifts to the entire satisfaction of Engineer-in charge. The pipes shall be galvanised from inside and outside using Hot dipped Zinc coating as per BIS: 4736-1986 ( with latest amendments) and shall be engraved with IS : 3183 ( with editional, name of manufactures, specified outtside dia , specified wall thickness, pipe steel grade, PSL,type of pipe etc as per IS: 3183. The laying of pipes shall confirm to BIS: 5822-1970 or latest with upto date ammendments. ( The earth work in trenches to be measured and paid separately ) 200 mm dia L-320 , Gr X-46 |
| 57 | 200 mm dia wall thickness 4.80 mm. |
| 58 | Providing & fixing double flanged CI Sluice valve PN. 1.6 (with hand wheel) as per IS : 780-1984 class-I upto 300 mm dia.(i/c brass spindle & as per 2906-1984 class-II for dia.> 300 mm) complete with bolts nuts,rubber insertion etc.,(the tail piece if required shall be measured & paid for separatly) |
| 59 | 150 mm nominal diameter. |
| 60 | 200mm nominal diameter. |
| 61 | Supply errection, testing and commisioningof horizontal spindle,horizontal split, redial splitSingle/Multistage centrifugal pumps of standard make such as KSB/Mathar & Platt/Jayoti/Kirloskar confirming to BIS 1520-1980(latest with upto date ammendments) read with BIS 9137-1978 or latest to handle clear water having turbidityup to 50 ppm. with impelleres,casing ringperformingfunnel & shaft sleeves of bronze, shaft of steel with cast iron casing of suitable capacity coupled directly through a flexible coupling on a common base plate of cast steel/ mild steeltoBHEL /Kirlokar/NGEF/Crompton/ Siemen/Jyoti slip ring/squirrel cage screen protected drip proof induction electric motor suitable for operation on the data given belowi/c all leads an lifts and lifts as per entire satifaction of Engineer- in- charge. |
| 62 | 2 Nos. Pump set ( i.e 1 No. working & 1 No. Pump stand by |
| 63 | A) SITE CONDITIONS i) Location of site=Deothan ii) The altitude of place in which the motor is untended to work in ordinary service if it exceeds 1000 Mt=1250 Mtr. iii) Humidity= Whether generally remains clear during monsoon season. iv) Nature of atmosphere=As normally encountered inHimalyan Range v). Detail of quality of water=Clear cold water. vi) Water free from sand or not= Yes vii). Water corosive or not= Not viii). Turbidity (if any)=Up to 50 PPM ix). NPSH available=Positive suction. x). Any other information or requirement= |
| 64 | B OPERATING CONDITIONS i). Type of current=AC three/ single phase ii). Operating frequency=50HZ iii). Rated voltage=400(+/-)10%volts iv). System of earthing if any to to be adopted.= Double loop earthing as per BIS 3043-1987 latest with upto date amemndements v). No. of working hours per day= 8 hours vi). Speed of revolution in RPM=to be quoted by tenderer vii). Directionof rotation=to be quoted bytenderer viii). The max. Temp. of cooling air & water in the place in which the motor is intented to work in ordinary service.= 30 Degree Centigrade |
| 65 | C) MOTOR i) Ref. to BIS code=BIS 325-1978 read with 900-1992 (latest) with upto date amendements. ii). Type of enclosure of motor=SPDP (as per BIS 4691-1985 (latest). iii). Type of duty= Continous iv). Mechanical out put in KW=Suitable for driving centifugal pumpsre quired for duties specifiationagainst pumps to avoid overloading of motor a margin of about 15-20% may be kept in the rated out put of prime mover. v). Class of insulation=Class-B vi). Max.permissible temp.rise of motor reqd. if different from given in B(viii) above = ----- vii). Particulars of test reqd. & where they are to be conducted.=As per terms and conditions viii). Particulars as to whether voltage limiting divice will be employed=At S/star delta starter oil immersed fully automatic to be installebetween bus bar & motor shunt capacitor is also proposed to beinstalled for improving the powerfactor at site. Note:- Star delta starter upto 37.5 KW ATS between 37.5KW to 50 KW & Starter rotor with sluip ring motor beyond 50 KW ix). Motor whether squirrel cage or slipring= Squirrel cage/slipring Note:-Squiareel cage upto 65HP and slipring above 65 HP x).Details of shaft extension reqd.= Just sufficient to prode diretc drive by flexible coupling to pump. xi). Type of slip ring gear whether continouly rated or for=Continously rated for squirrel cage/slipng starting purposes only & whether to be fitted with brush lifting or short circuting arrangements or both if interlocks are required. xii). Breakway torque in terms of rated l=Breakway torque to be given by the tenderer but the current which may be taken from the supply with the starting current should not exceed 2.5 of time of the starting apparatus in circuit.full load current, xiii). Nature of load & any information regarding the =Sufficient to work the pump offered driven machine which has a bearing upon the torque reqd.during the accelearted period, the kinetic energy of the moving parts to be accelarated & No.of starts during a specified period. xiv).. Where possible fault capacity of the system to which the motor is connected.= The motor should be able to withstand intial current of 2.5 times teh rated current for two minutes without suffering damages or permanent deformation. |
| 66 | D) PUMP (BIS 1520-1980)read with BIS 9137-1978 both latest with upto date ammendments a). Nosof pumps reqd.=2 Nos pumps One will act as working & 1 No. stand by b). Spare parts required= For two yearsnormal maintenance as recommended by manufacturer. c). Optional fittings reqd.=Air cock for exhausting air from each stage. |
| 67 | E) PUMP OPERATING CONDITIONS i). Capacity =20.51 LPS for each pump. ii). Total head in Mtrs. If total head is not known then following details be provided:- 330.02 i)Static head /Discharde Head =317.00 Mtr ii)Minimum depth of water= Positivesuction. iii)Variation in water level=- ---Mtrs iv)Ground level to max.level=--Mtrs v)Ground levelto deliverypoint=Mtrs vi)Pressure in the suction tank= Kg. cm/2 vii)Pressure in the delivery tank=Kg cm/2 iii). Length of R/Main=2300 Mtr iv). Dia of R/Main= 200mm v). Drive arrangement= Direct through flexible coupling on a comman base plate vi). Drive type= Electric driven. vii0. NPSH reqd.= to be quotated by the tender viii). Limits of total head in which the pump is reqd. to operate.= (-)15% to (+)10% of total head ix). Suction/delivery size of pump=To be specified by the tenderer x). Efficiency of pump at= To be specified by the tenderer a)duty head= b)(+)10% head c)(-)15% head Material of construction= To be specified by the tendered (manufacturers certificate to be appended. |
| 68 | Providing & fixingsuitablesoftstarterof approporiate rating for motorspecified in technical specification for the purpose of controlled starting & stoping of pump with upper and Lower voltage and current limiti/c all leads an lifts and lifts as per entire satifaction of engineer in chargeofstandard make such as MEI/Kilburn/Jyoti/ Siemens/Larson & Tubro conforming toBIS-8544-1979latest with up to date ammendments for squirrel cage/slip-ring motor (make to be specified by the tenderers) mounted on panel board with magnetic type over load release & dashpot,time lag,under voltage release with initial oil filling as the case may be with single phase preventor as per IS 1246 (Part-1)-1963 with up to date ammendments. |
| 69 | ProvidingM.S. sheet 16 SWG steelfabricated floor mounted closed almirah type switch board including angle iron post of suitable height and size ISA 40x40x6mmduly painted comprising and capable of mounting the following accessories with all internal electric connections. The drawing of panel board shall be subject to approval ofEngineer in charge.( Each pannel board comprisingbelow mention accessories) |
| 70 | Ammeterfor AC supply of appropriate capacity suitablefor above specified motor Auto electric/AE/IMP/Havells make of suitable range for above motor with selector switches conforming to BIS 1248-(P-II)1983 latest with up to date ammendments. |
| 71 | VoltmeterAC supply of appropriate capacity suitablefor above specified motorwith Auto electric/AE/IMP/Havells make of suitable range for above motor with selector switches conforming to BIS 4064-1978 with up to date ammendments i/c all leads an lifts and lifts as per entire satifaction of engineer in charge |
| 72 | ICTP switches with HRC fuses Kilburn/Larsen & turbo/Standard/Siemen / Havells make and having capacity 30% extra of the operational rating of motor asper BIS 4064-1978 with upto date ammendments immediately after the power meter of HPSEB.i/c all leads an lifts and lifts as per entire satifaction of engineer in charge |
| 73 | Busbar chamber having 3 copper bars of suitable rating for full length equal to width of board of 3 live phases and one copper bar of half rating of full length for neutral conforming to BIS 8084-1976 and 11353-1985 read with 5578-1985 all latest with up to date ammendmenti/c all leads an lifts and lifts as per entire satifaction of engineer in charge |
| 74 | MCCB of appropriate capacity suitable for above specifiedcapacityof Kilburn/LT/LK/MEI/ GEC/ Havells/ Diamondof standard make on in coming feeder for motors offered by the tenderer conforming to BIS 2516-1985 latest with upto date ammendments with internaloil filling whenever required andneutral linked under voltage release i/c all leads an lifts and lifts as per entire satifaction of engineer in charge |
| 75 | Indicator for main ON-OFF system standby-overload run sump empty -full RYM phase i/c all leads and lifts as per entire satifaction of Engineer-In- Charge |
| 76 | Earth leakage circuit breaker/relay of recommended make such as Kilburn/L&T/MET/GECconforming to BIS-2516-1977 with upto date ammendments and of suitaible range which should have control box, oprating handel and trip/reset push button, on/ off indicators, re-indicating off spring condition of the circut breaker for over current protection. The circuit should be equipped with magnetthermal release with metallic tap CTS. It should also be fitted earth fault for tripping of breaker on occurance of earth fault on/ of breaker load side compatible with automation systemi/c all leads an lifts and lifts as per entire satifaction of engineer in charge |
| 77 | Hour run meter of reputed make of digit capacity conforming to BIS-722 latest edition / recommendation. |
| 78 | Suitable three phase voltage monitor relay with all protections & usual indicators with electric sirens against single phasing, No/low voltage, high voltage & overloading & phase voltage difference as per IS-3842 with up to date ammendments. |
| 79 | Change over Switch of reputed make & suitable capacity. |
| 80 | Single phase preventor of reputed make& suitable capacity conforming to IS:1248 (P-V)-1983 with up to date ammendments |
| 81 | Float type two point low/high level moniteringsystem of water supply tank(sump well) integrated with programmable logic controller for dry run protection and automatic pump controli/c all leads and lifts as per entire satifaction of engineer -in- charge. |
| 82 | Easy Fault Diagnostics with led disply for main supply missing or <75% phase loss reversal & other error, i/c all leads and lifts as per entire satifaction of engineer -in- charge. |
| 83 | Automatic phasereversal rectifeir of appropriate capacity suitable for above specified motor i/c all leads and lifts as per entire satifaction of engineer -in- charge. |
| 84 | Frequency meter for ACSupply of appropriate capacity suitable or above specified motor i/c all leads and lifts as per entire satifaction of engineer -in- charge. |
| 85 | Motor protection circuit breaker for 3 phase/3 wire under voltage/over voltage protection , short circuit protection, overload protection,phase loss,phase reversal protection and motor disconnect function/ i/c all leads an lifts and lifts as per entire satifaction of engineer -in- charge. |
| 86 | Rust free powder coated control panel suitable for housing all the above listed electric and electronic componnentsi/c all leads an lifts and lifts as per entire satifaction of engineer -in- charge. |
| 87 | Providing and fixingof Kirloskar/Leader/KSB/ fouress/ pellicon/ Gled / BHELmake of cast steel double flangedAutomated/ self actuatedsluice valve having size one size higher diathan the nominal delivery size of pump and capable of withstanding nominal seat pressure as mentionmed in item No. 41.6 & conforming to BIS/API-standardswith up to date ammendments for delivery line of pump (including one No for common header)i/c all leads an lifts and lifts as per entire satifaction of engineer -in- charge. |
| 88 | (NOTE:- The sluice valve shall conform to API 600latest with up to date ammendments However,the sluice valves shall be of cast steel conforming to class 300 ASA (seat pressure 105 Kg/cm^2) as per BS 1414 . |
| 89 | Providing and fixing of Kirloskar/Leader/KSB/ pelicon/Fouress make of suitable size cast iron/cast steel double flanged Automated/ self actuatedswing check type reflux valve for delivery line of pump having bye pass arrangement & size one size higher than the nominal delivery size of pump and capable of withstanding nominal seat pressure as mentionmed in item No. 41.6 & conforming to BIS/API-standardswith up to date ammendments for delivery line of pumpi/c all leadsand lifts as per entire satifaction of engineer -in- charge. |
| 90 | NOTE:- The reflux valve shall conform to API 6 Dlatest with up to date ammendments. The reflux valves shall be of cast steel conforming to class 300 ASA (seat pressure 105 Kg/cm^2) as per BS-1868 . |
| 91 | Providing and fixing of Kirloskar/Leader/KSB/Pelocon/Fouress make cast iron flangedAutomated / self actuated Sluice valve for suction pipe having size one or two size larger than suction size of pump such that valocity of flow is not more than 3.00 mtr/sec. with strainer of dia equal three to four times of dia of suction pipe conforming to BIS/API-standards or latestwith up to date ammendmentsi/c all leadsand lifts as per entire satifaction of engineer -in- charge. |
| 92 | NOTE:- The C.Isluice valvePN 1.6 as per IS 2906-1998). |
| 93 | P/L suitable size copper PVC insulated armoured power three & half core cable conforming to BIS 1554 (Part I) -1988 or latest with up to date ammendments of Siemen/Gloster/ ICC/EICO /National /IEC make from Tranformerof HPSEB to circuit breaker& from circuit breakerto bus bar switch& starter (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 byHPSEB authorities it shall have to be replaced by the tenderer free of cost.i/c all leads an lifts and lifts as per entire satifaction of engineer(for 2 Nos. Pump Set. ) |
| 94 | P/L double loop earthing with copper plate 600x600x3mm thick electrode complete with materialsuch as charcoal, common salt ,GI pipes,thimbles,nuts & bolts,digging of pits,copper wiring & 32x5mm copper strips of required capacity conforming to BIS 3043-1987 latest with up to dateammendments suitable for above motors & other electrical equipments i/c all leads an lifts and lifts as per entire satifaction of engineer -in- charge. |
| 95 | Supply& errection of floor/wall mounted power factor shunt capacitor conforming to BIS 2834-1986 or latest with upto date ammendmentsof BHEL/GEC/Machneil/ Mager/Bajaj/L&T make to raise the prevailing power factor at site to 0.95 for direct connection to induction motor individually,of required KVAR according to HP of motor offered including cable Siemens/Gloster/ICC make from busbarchamber to capacitor & also including L&T//Kilburn/Standard/Siemen/Havells make ICTP switches conforming to BIS 4064-1978 or latest with HRC fuses (Range to be specified by the tenderer) i/c all leads an lifts and lifts as per entire satifaction of engineer -in- charge. |
| 96 | Providing and fixing of 100mm dia circular dial pressure gauge of suitable range & standard makesuch as Fiebeg/Bourden/ Precision/PREGA with all accessories such as stop cock,copper tubing etc. conforming to BIS 3624-1987 or latest with up to date ammendments i/c all leads an lifts and lifts as per entire satifaction of engineer -in- charge. |
| 97 | P/F double flanged suction, delivery pipe & common headerconsidering site requirements, NPSH required& available & common header having area equal to two times the area of delivery branch of pump including tapers,flanges,rubber gaskets 3mm thick as per BIS-2712-1978 nuts & bolts as per 1364-1983 & special up to 5 mtrs. away from theouter wall of pump house as per layout drawingsapproved by Engineer-in-Charge. The pipes shall be capable of withstanding 1.5 times the total presure indicated in item no. 41.6. The size of suction pipe shall beone or two sizes larger than the suction size of pump such that valocity of flow in suction pipe is not more than 3.00 mtr/sec & delivery pipe shall be of size one size larger than nominal delivery size of pumpi/c all leads an lifts and lifts as per entire satifaction of engineer -in- charge. |
| 98 | NOTE:- Actual laying to be done as per final drawings to be approved by the Engineer in charge |
| 99 | Providing and fixing of antivibration pads conforming to BIS 6337-1971 or latestwith upto dateammendments of suitable size for above machinery. |
| 100 | Errection of all equipments i/c cost of tees,bends tapers & any other fittings required as per site conditions & as per directions of Engineer-in-Charge. |
| 101 | Prov and fixing cast steel double flangedNon Returning Valves of approved make makes such as Kirloskar, BHEL, Kilburn, KSB,Leader, GLED as per BS 1868 including all leads and lifts complete in all respect. |
| 102 | 200 mm dia ASA-300 as per BS 1868 / API 6D. |
| 103 | Operation and Maintenance of above components for the period of 5 years complete in all respect. |
| 104 | Ist Year |
| 105 | 2nd year |
| 106 | 3rd year |
| 107 | 4th year |
| 108 | 5th year |
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