Irrigation And Public Health Department has published Providing lower water supply scheme To Left Out Habitation Of Census Village Addu Jwalda In Gp Addu/Bagalti In Tehsil Nankhari Distt. Shimla (Hp) ( Sh:- Site Development, C/O Rcc Nallah Intake, C/O Panel Fencing , C/O Sump Well Cum S/Tank 15000 Ltrs Cap. Submission Date for this Tender is 20-06-2020. Land Development Tenders in Rampur Himachal Pradesh. Bidders can get complete Tender details and download the document.
| Name of Work-: PProv. LProviding LWSS to left out habitation of census village Addu Jwalda in GP Addu/Bagalti in Tehsil Nankhari Distt. Shimla (HP) ( SH:- Site Development, C/O RCC Nallah Intake, C/O Panel Fencing , C/O Sump well cum S/Tank 15000 ltrs cap.at Node No 2, C/O Storage Tank 15000 ltrs cap. at Node No. 4 C/O storage Tank 10000 Ltrs cap. at Node NO. 5, C/O Anchor Block & RCC Piller, P/L GMS Tube light grade , Prov and laying MSERW pipe 65 mm dia for Rising main, Prov. and placing of Pumping machinary, C/O Pump House (Below 50 BHP),). | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 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 separately complete in all respect within all leads and lifts as per the direction of Engineer-in-Charge. | 116.65 | Cum. | |
| 2 | 2 | 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. ( Pick jumper work 50 % each) | 2478.71 | Cum. | |
| 3 | 3 | Providing and laying cement concrete 1:6:12 ( 1 cement : 6 sand : 12 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. | 9.59 | Cum. | |
| 4 | 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. | 3.65 | Cum. | |
| 5 | 5 | Providing and laying cement concrete 1:5:10(1cement : 5sand :10graded stone sagg. 40mm nominal size) with 15% plum and curing complete excluding cost of form work in R/wall, the size of plums shall usually be 150mm to 300mm as per HPPWD specification complete with in all leads and lifts as per direction & to the entire satisfaction of the Engineer-in-Charge. | 32.21 | Cum. | |
| 6 | 6 | 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 . | 11.35 | Cum. | |
| 7 | 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 reinforcement for reinforced cement concrete work in :- | |||
| 8 | 7.01 | Foundation and plinth complete as per the direction and to the entire satisfaction of the Engineer-in-Charge. | 6.92 | Cum. | |
| 9 | 7.02 | 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. | 12.77 | Cum. | |
| 10 | 7.03 | In lintels, beams, girders bressumers and cantilevers upto floor two level | 9 | Cum. | |
| 11 | 7.04 | Column , Piller & post upto floor two level | 2.81 | Cum. | |
| 12 | 8 | Providing and laying cement concrete 1 : 1 :2(1 cement :1 sand :2 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 . | |||
| 13 | 8.01 | Foundation and plinth complete as per the direction and to the entire satisfaction of the Engineer-in-Charge. | 5.96 | Cum. | |
| 14 | 8.02 | 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. | 12.72 | Cum. | |
| 15 | 8.03 | suspended floor, roofs, landing & shelves | 1.68 | Cum. | |
| 16 | 8.04 | In lintels, Beams, girders etc. | 1.24 | Cum. | |
| 17 | 9 | 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 :- | |||
| 18 | 9.01 | Foundation footing bases of column & mass conc. | 5.76 | Sqmt | |
| 19 | 9.02 | column , piller & post upto two level square, rectangle & poltgonal | 28.8 | Sqmt | |
| 20 | 9.03 | Beams, cantilever, Girders & Lintels sides & sofits | 32.56 | Sqmt | |
| 21 | 9.04 | Flat surfaces such as soffits & suspended floors, roofs, landing and the like. Floor etc. upto 200mm in thickness. | 93.38 | Sqmt | |
| 22 | 9.05 | Vertical surfaces such as walls ( any thickness ) partition and the like including attached pillasters buttresses, plinth and string courses and the like. | 309.03 | Sqmt | |
| 23 | 9.06 | Column , Pillers posts and struts | 1.2 | Sqmt | |
| 24 | 9.07 | Edges of slab under 20 cm wide. | 38.72 | Rmt. | |
| 25 | 10 | Providing in RCC work smooth finishing of the exposed surface with Cement mortar 1:3 (1 Cement : 3 Sand) & as per direction & to the entire satisfaction of the Engineer-in-Charge. | 159.64 | Sqmt | |
| 26 | 11 | Providing & laying No fine concrete with cement concrete 1 : 6 ( 1 Cement : 6 graded stone agg.20mm nominal size)and curing complete excluding cost of form work in wall etc. complete with in all leads & lifts and to the entire satisfaction of the Engineer-in-Charge. | 0.74 | Cum. | |
| 27 | 12 | 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.) | 5282.72 | Kg. | |
| 28 | 13 | Half brick masonary using common brunt clay building brich above plinth upto floor two level in cm 1:4 (1 cement:4 sand ) conventional brick first class | 86.75 | Sqmt. | |
| 29 | 14 | Providing woodwork in frames of doors, windows, clerestory, windows and other frames wrought, framed and fixed in position complete in all respect within all leads and lifts as per direction & to the entire satisfaction of Engineer-in-charge. | |||
| 30 | 14.01 | 2nd class Deodar wood | 0.594 | Cum | |
| 31 | 15 | Providing and fixing panelled glazed or panelled and glazed shutters for doors windows and clerestory windows. Including black enamelled iron butt hinges with necessary serews 40mm thick complete in all respect within all leads and lifts as per direction & to the entire satisfaction of Engineer-in-charge. | |||
| 32 | 15.01 | 2nd class Deodar wood | 9.62 | Sqmt. | |
| 33 | 16 | Providing and fixing Wire gauge shutter shutters using galavanised M.S. wire gauge of I.s gauge designation 85 G with wire of of dia 0.56 mm for doors windows and clerestory windows. Including black enamelled iron butt hinges with necessary serews complete in all respect within all leads and lifts as per direction & to the entire satisfaction of Engineer-in-charge. | |||
| 34 | 16.01 | 40 mm thick ( 2nd class Deodar wood ) | 4.4 | Sqm. | |
| 35 | 17 | 15 mm Cement plaster in single coat on the rough side of brick/ concrete/ stone walls for interior plastering upto floor two level including arrises, internal rorunded angles, chamfers and / or rounded angles not exceeding 80 mm in girth and finished even and smooth.complete in all respect within all leads and lifts as per direction & to the entire satisfaction of Engineer-in-charge. In cement mortar 1:6 (1 cement: 6 sand) | 123.88 | Sqm. | |
| 36 | 18 | Distempering (two coats) with oil bound washable distemper of approved brand and manufacture and of required shade on undecorated wall surfaces to give an even shade over and incuding a priming coat with distemper priming of approved brand and manufacture after thoroughly brushing the surface free from mortar droppings and other foreign matter and also including preparing the surface even and sand papered smooth priming coat with distemper primer complete.in all respect within all leads and lifts as per direction & to the entire satisfaction of Engineer-in-charge. | 123.88 | Sqm | |
| 37 | 19 | Finishing wall with water proofing cement paint of approved brand and manufacture and of required shade on undecorated wall surface (two coats) to given an even shade after throughly brushing the surface to remove all dirt and remains of loose powered materials. | 123.88 | Sqm | |
| 38 | 20 | Precast Terrazzo tiles hydraulic compressed 20mm thick with marble chips of specified sizes laid in floors, treads of steps and landings on a bed of 25mm average thickness of cement mortar 1:6 ( 1 cement : 6 sand) jointed with neat cement slurry mixed with pibgment to match the shade of tiles ( wherever required) including rubbing and polishing complete with tiles of following shade | |||
| 39 | 20.01 | Silver Gray | 35.48 | Sqm | |
| 40 | 20.02 | In Skirting & riser of steps and dado incement plaster 1:3 (1 cement :3 sand ) and jointed with white slurry . Selvary grey | 4 | sqm | |
| 41 | 21 | Applying priming coat of approved make over new wood and wood based surfaces after and including prepering the surface by thoroughly cleaning oil,grease,dirt and other foreign matters sand papering and knotting complete in all respect within all leads and lifts as per direction & to the entire satisfaction of Engineer-in-charge. With Ready mixed paint brushing with white lead for painting. | 41.38 | Sqm | |
| 42 | 22 | Painting two coats(excluding priming coat) of approved make on new wood and wood based surface Painting and Polishing with enamel paint to give an even shade including cleaning the surface of dirt,dust and other foreign matter,sand papering & stoping complete within all leads and lifts as per direction & to the entire satisfaction of Engineer-in-charge. :White paint. | 41.38 | Sqm | |
| 43 | 23 | Painting two coats(excluding priming coat) of approved make on new wood and wood based surface Painting and Polishing with enamel paint to give an even shade including cleaning the surface of dirt,dust and other foreign matter,sand papering & stoping complete within all leads and lifts as per direction & to the entire satisfaction of Engineer-in-charge. :Other than White paint. | 10.51 | Sqm | |
| 44 | 24 | Providing /Fixing of MS grill of required pattern in wooden frame of windows etc. with MS rounded headed bolts and nuts or by screw : plain Grill. | 175.15 | Sqm | |
| 45 | 25 | Providing /Fixing Anodized Aluminium sliding door bolts with nuts and screw complete(250 mm x 16 mm) | 2 | Nos. | |
| 46 | 26 | Providing /Fixing Anodized Aluminium towers bolts barrel type with screw etc. complete | |||
| 47 | 26.01 | 200mmx10mm | 4 | Nos. | |
| 48 | 26.02 | 150 mm x10 mm | 16 | Nos. | |
| 49 | 27 | Providing /Fixing Anodized Aluminium handles with screws etc. complete | |||
| 50 | 27.01 | 125 mm dia | 4 | Nos. | |
| 51 | 27.02 | 100 mm dia | 10 | Nos. | |
| 52 | 28 | Providing 40x3 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm dia meters bolts nuts and wooden plug and embedding in cement conc. Block 30x10x15 cm 1:3:6(1 cement:3sand:6graded stone att. 20 mm nominal size) within all leads and lifts and as directed by the Engineer-in-charge. | 30 | Nos. | |
| 53 | 29 | Providing plinth protection 50 mm thick in cement conc. 1:3:6 (1 cement:3sand:6 graded stone agg. 20 mm | 35 | Sqm | |
| 54 | 30 | Providing & Fixing of MS manhole cover 60x60 cm with MS sheet 1.59mm thick i/c welding with angle iron complete in all respect within all leads and lifts as per the direction of Engineer-in-Charge. | 2 | Nos. | |
| 55 | 31 | Providing & Fixing of SFRC manhole cover with frame 500mm dia (light duty). Total weight of frame and cover should not less than 100 Kg. complete in all respect within all leads and lifts as per the direction of Engineer-in-Charge. | 4 | Nos. | |
| 56 | 32 | 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. | |||
| 57 | 32.01 | In gratings framed guard bars,ladders, railling,brackets and similar work. & as per direction & to the entire satisfaction of the Engineer-in-Charge | 83.28 | Kg | |
| 58 | 33 | Providing & fixing C.I Ventilating pipe of 100 mm nominal size complete within all leads & lifits and to the entire satisfaction of the Engineer-in-Charge.(Lead cauked joints to be measured & paid for separtely). | 1 | Nos. | |
| 59 | 34 | 1.80mt.height fencing with 2.5mt (50x50x6 mm) angle iron post ,2.50mt centre to centre with nine horizental lines and two diagonals of galvinised steel barbed wire) IS:278-1962 type-I) weighting 9.38kg per 100mt.(minimum) strained and fixed to post complete in all respect with CC 1:5:10 within all leads and lifts as per direction & to the entire satisfaction of Engineer-in-charge. | 30 | Rmt. | |
| 60 | 35 | Providing 1.80 Mtr. Fencing with 2.5mtrs. Angle Iron post of 50x50x5mm 2.50 mtrs. Centre with Centre with nine horizental line and two diagonals of galvanised steel barbed wire as per IS-2778-1962 type I-weight of wire 9.38 Kg/100 mtrs (Minimum strained and fixed to post by making holes/cuts to angle post) at required space i/c excavation in tenches, providng and laying and C.C. 1:3:6 in foundation bed, priming coat etc. complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge. | 30 | Rmt. | |
| 61 | 36 | Boulder filling behind retaining wall as per direction and to the entire satisfaction of Engineer -In-Charge. | 9.59 | Cum. | |
| 62 | 37 | Laying, jointing and testing in trenches to be levelled to grade galvanised mild steel pipe light 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). | |||
| 63 | 37.01 | 15 mm nominal diameter. | 1400 | Rmt. | |
| 64 | 37.02 | 20 mm nominal diameter. | 2120 | Rmt. | |
| 65 | 37.03 | 25 mm nominal diameter. | 718 | Rmt. | |
| 66 | 37.04 | 32 mm nominal diameter. | 3500 | Rmt. | |
| 67 | 37.05 | 40 mm nominal diameter. | 1960 | Rmt. | |
| 68 | 38 | Providing & fixing full way valve with wheel of following diameter complete within all leads and lifts. | |||
| 69 | 38.01 | 15 mm nominal diameter. | 1 | Nos. | |
| 70 | 38.02 | 20 mm nominal diameter. | 2 | Nos. | |
| 71 | 38.03 | 25 mm nominal diameter. | 4 | Nos. | |
| 72 | 38.04 | 32 mm nominal diameter. | 2 | Nos. | |
| 73 | 38.05 | 40 mm nominal diameter. | 12 | Nos. | |
| 74 | 39 | Providing, laying, jointing and testing in trenches of 65 mm dia API pipe Gr.-XL-56 flanged pipes -3183-2001 in latest up to date amendmenmts grade of following wall thickness ), confirming to IS:1978-1982 of thickness as mentioned and grade designation with bevelled edge and capable of withstanding required test pressure in random length of 5.5-6.5 meters i/c testing of commissioning and jointing with butt welding as per relevent BIS specification(leak proof) i/c cost of bends,tail pieces,tees,reducers,increasers etc. as per site requirement and zinc coating as per IS:4736-1986 . Theflange should be jointed after every 100mtrs. as per direction of the Engineer -in- charge . | |||
| 75 | 39.01 | API Gr-X-56 pipes 65 mm dia (Wall thickness 4.40 mm FT-38) RD 0/0 to 360 | 360 | Rmt | |
| 76 | 39.02 | API Gr-X-56 pipes 65 mm dia (Wall thickness 4.00 mm FT-38) RD 360 to 1020 | 660 | Rmt | |
| 77 | 39.03 | API Gr-X-56 pipes 65 mm dia (Wall thickness 3.60 mm FT-38) RD 1020 to 1140 | 120 | Rmt | |
| 78 | 39.04 | API Gr-X-56 pipes 65 mm dia (Wall thickness 3.60 mm FT-34) RD 1140 to 1560 | 420 | Rmt | |
| 79 | 39.05 | API Gr-X-56 pipes 65 mm dia (Wall thickness 3.20 mm FT-34) RD 1560 to 2160 | 600 | Rmt | |
| 80 | 39.06 | API Gr-X-56 pipes 65 mm dia (Wall thickness 3.20 mm FT-28) RD 2160 to 3180 | 1020 | Rmt | |
| 81 | 39.07 | API Gr-X-56 pipes 65 mm dia (Wall thickness 3.20 mm FT-17) RD 3180 to 3600 | 420 | Rmt | |
| 82 | 39.08 | API Gr-X-56 pipes 65 mm dia (Wall thickness 3.20 mm FT-5) RD 3600 to 3800 | 200 | Rmt | |
| 83 | 40 | Prov and fixing cast steel double flanged Non returning valves of approved make makes such as Kirloskar, BHEL, Kilburn, KSB,Leader, GLED as per BIS 1868 including all leads and lifts complete in all respect. | |||
| 84 | 40.01 | 65 mm dia ASA-300 for Rising Main | 1 | Nos. | |
| 85 | 41 | PUMPING MACHINERY | |||
| 86 | 41.01 | Providing Supplying & errection, testing and commisioning with horizontal spindle,horizontal split, redial split Single/Multistage centrifugal pumps of standard/approved make such as KSB/Mathar & Platt/Jayoti/Kirloskar confirming to BIS 1520-1980 (latest with upto date ammendments/approved) read with BIS 9137-1978 or latest addition suitable for lifting water for under mentioned characteristics with impelleres,casing ring performing funnel & shaft sleeves of bronze, shaft of steel grade 450 & FN-8 with cast iron casing of suitable capacity coupled directly through a flexible coupling on a common base plate of cast steel/ mild steel base plate to be from the manufacture of the pumpimg units only) to split up ring/ squirrel cage screen protection to drip proof induction motors/ motors of standard make such as BHEL /Kirlokar/NGEF/Crompton/ Siemen/Jyoti slip ring/squirrel cage screen protected drip proof induction electric motor suitable for operation on 400 ( +/-) 10% volts 50 cyetes/ second of electrical supply. The power of electric motor/ Motors should be + 10% in excess of the maximum power required by the pump/ pumps in the opration range of + 10% and( -) 15% of the duty point head. The motor/ motors as per 15325:1978 with up to date amendments read with IS 900:1972. It should include cost of bearing, nut bolts and painting etc. with the following requirements i/c all leads an lifts and lifts as per entire satifaction of Engineer- in- charge. | |||
| 87 | 41.02 | 2 set ( One working and one for stand by) | 2 | set | |
| 88 | 41.03 | A) SITE CONDITIONS\n\ni) Location of site= Nankhari area (Addu)\nii) The altitude of place in \nwhich the motor is untended \nto work in ordinary service if it \nexceeds 1000 Mt= 2375.00\niii) Humidity= Whether generally remains clear during monsoon season.\niv) Nature of atmosphere=As normally encountered in Himalyan Range\nv). Detail of quality of water= Clear cold water.\nvi) Water free from sand or not= Yes\nvii). Water corosive or not= Not\nviii). Turbidity (if any)= Up to 50 PPM\nix). NPSH available= Positive suction.\nx). Any other information or requirement= | |||
| 89 | 41.04 | \nB OPERATING CONDITIONS\ni). Type of current= AC three/ single phase \nii). Operating frequency= 50HZ\niii). Rated voltage= 400(+/-)10%volts\niv). System of earthing if any to to be adopted.= Double loop earthing as per BIS\n 3043-1987 latest with upto date \n amemndements \nv). No. of working hours per day= 8 hours\nvi). Speed of revolution in RPM= to be quoted by tenderer\nvii). Direction of rotation= to be quoted by the tenderer\nviii). The max. Temp. of \ncooling air & water in the\n place in which the motor is\n intented to work in ordinary service.= 35 Degree Centigrade\n\n | |||
| 90 | 41.05 | C) MOTOR\ni) Ref. to BIS code= BIS 325-1978 read woth 900-1992 (latest) with upto date amendements.\nii). Type of enclosure of motor= SPDP (as per BIS 4691-1985 (latest).\niii). Type of duty= Continous\niv). Mechanical out put in KW= Suitable for driving centifugal pumps re quired for duties specifiation against pumps to avoid overloading of motor a margin of about 15-20% may be kept in the rated out put of prime mover. \nv). Class of insulation= Class-B\nvi). Max.permissible temp.rise of \nmotor reqd. if different from given\n in B(viii) above = -----\nvii). Particulars of test reqd. & \n where they are to be conducted.= As per terms and conditions\nviii). Particulars as to whether \nvoltage limiting divice will be employed= At S/star delta starter oil \n immersed fully automatic to be installe between bus bar & motor shunt \n capacitor is also proposed to be installed for improving the power factor at site.\nNote:- Star delta starter upto 37.5 KW ATS between 37.5KW to 50 KW & Starter rotor with sluip ring motor beyond 50 KW \nix). Motor whether squirrel cage or slipring= Squirrel cage/slipring Note:-Squiareel cage upto 65HP and slipring above 65 HP \nx).Details of shaft extension reqd.= Just sufficient to prode diretc drive by flexible coupling to pump.\nxi). Type of slip ring gear whether continouly rated or for=Continously rated for squirrel cage/slipng\n starting purposes only & whether to be fitted \nwith brush lifting or short circuting arrangements \nor both if interlocks are required.\nxii). Breakway torque in terms of rated l= Breakway torque to be given by the tenderer but the \n current which may be taken from the supply with the starting current should not exceed 2.5 of time of the \nstarting apparatus in circuit. full load current,\nxiii). Nature of load & any information regarding the = Sufficient to work the pump offered\ndriven machine which has a bearing upon the torque\n reqd.during the accelearted period, the kinetic energy of\n the moving parts to be accelarated & No.of starts during a specified period.\nxiv).. 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. \n\n\n\n\n | |||
| 91 | 41.06 | D) PUMP (BIS 1520-1980)read with BIS 9137-1978 both latest with upto date ammendments\na). Nos of pumps reqd.= 2 Nos pumps One will act simultaneously and one as standby.\nb). Spare parts required= For two years normal maintenance as recommended by \n manufacturer.\nc). Optional fittings reqd.= Air cock for exhausting air from each stage. | |||
| 92 | 41.07 | E) PUMP OPERATING CONDITIONS\ni). Capacity = 1.67for each pump\nii). Total head in Mtrs. If total head is not known then following details be provided:- 914.65\ni)Static head = 875.00\nii)Minimum depth of water= Negative suction 0.5 Mtrs.\niii)Variation in water level=- ---Mtrs\niv)Ground level to max.level= --Mtrs\nv)Ground level to delivery point= Mtrs\nvi)Pressure in the suction tank= Kg. cm/2\nvii)Pressure in the delivery tank=Kg cm/2\niii). Length of R/Main= 3800 Rmt.\niv). Dia of R/Main= 65mm\nv). Drive arrangement= Direct through flexible coupling on a comman base plate\nvi). Drive type= Electric driven.\nvii0. NPSH reqd.= to be quotated by the tender\nviii). Limits of total head in which the pump is reqd. to operate.= (-)15% to (+)10% of total \n head\nix). Suction/delivery size of pump= To be specified by the tenderer\nx). Efficiency of pump at= To be specified by the tenderer\na) duty head= \nb) (+)10% head\nc) (-)\25% head\nMaterial of construction= To be specified by the tendered (manufactorings certificate. \n | |||
| 93 | 42 | Providing & fixing suitable oil immersed starter delta/ direct on line of approporiate rating for motor specified in technical specification for the purpose of controlled starting & stoping of pump with upper and Lower voltage and current limit i/c all leads an lifts and lifts as per entire satifaction of engineer in charge of standard make such as MEI/Kilburn/Jyoti/ Siemens/Larson & Tubro conforming to BIS-8544-1979 latest 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. | 1 | Job | |
| 94 | 43 | Providing M.S. sheet 16 SWG steel fabricated floor mounted closed almirah type switch board including angle iron post of suitable height and size ISA 40x40x6mm duly painted comprising and capable of mounting the following accessories with all internal electric connections. The drawing of panel board shall be subject to approval of Engineer in charge.( Each pannel board comprising below mention accessories) | 1 | Nos. | |
| 95 | 44 | Ammeter for AC supply of appropriate capacity suitable for 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. | 1 | No. | |
| 96 | 44.01 | Voltmeter AC supply of appropriate capacity suitable for above specified motor with 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 | 1 | No. | |
| 97 | 44.02 | ICTP switches with HRC fuses Kilburn/Larsen & turbo/Standard/Siemen / Havells make and having capacity 30% extra of the operational rating of motor as per 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 | 1 | No. | |
| 98 | 44.03 | 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 ammendment i/c all leads an lifts and lifts as per entire satifaction of engineer in charge | 1 | No. | |
| 99 | 44.04 | MCCB of appropriate capacity suitable for above specified capacity of Kilburn/LT/LK/MEI/ GEC/ Havells/ Diamond of standard make on in coming feeder for motors offered by the tenderer conforming to BIS 2516-1985 latest with upto date ammendments with internal oil filling whenever required and neutral linked under voltage release i/c all leads an lifts and lifts as per entire satifaction of engineer in charge | 1 | No. | |
| 100 | 44.05 | 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 | 1 | No. | |
| 101 | 44.06 | Earth leakage circuit breaker/relay of recommended make such as Kilburn/L&T/MET/GEC conforming 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 magnet thermal 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 system i/c all leads an lifts and lifts as per entire satifaction of engineer in charge | 1 | Job | |
| 102 | 44.07 | Hour run meter of reputed make of digit capacity conforming to BIS-722 latest edition / recommendation. | 1 | No. | |
| 103 | 44.08 | 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. | 1 | No. | |
| 104 | 44.09 | Change over Switch of reputed make & suitable capacity. | 1 | No. | |
| 105 | 44.1 | Single phase preventor of reputed make & suitable capacity conforming to IS:1248 (P-V)-1983 with up to date ammendments | 1 | No. | |
| 106 | 44.11 | Float type two point low/high level monitering system of water supply tank(sump well) integrated with programmable logic controller for dry run protection and automatic pump control i/c all leads and lifts as per entire satifaction of engineer -in- charge. | 1 | No. | |
| 107 | 44.12 | 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. | 1 | No. | |
| 108 | 44.13 | Automatic phase reversal rectifeir of appropriate capacity suitable for above specified motor i/c all leads and lifts as per entire satifaction of engineer -in- charge. | 1 | No. | |
| 109 | 44.14 | Frequency meter for AC Supply of appropriate capacity suitable or above specified motor i/c all leads and lifts as per entire satifaction of engineer -in- charge. | 1 | No. | |
| 110 | 44.15 | 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. | 1 | No. | |
| 111 | 44.16 | Rust free powder coated control panel suitable for housing all the above listed electric and electronic componnents i/c all leads an lifts and lifts as per entire satifaction of engineer -in- charge. | 3 | Job | |
| 112 | 44.17 | Providing and fixing of Kirloskar/Leader/KSB/fouress/pellicon/ Gled / BHEL make of cast steel double flanged sluice valve having size one size higher dia than the nominal delivery size of pump and capable of withstanding nominal seat pressure as mentionmed in item No. 1(a) & conforming to BIS/API-standards with 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. | 2 | Nos. | |
| 113 | 45 | (NOTE:- The sluice valve shall conform to BIS 780-1984 latest with up to date ammendments However, if the seat pressure exceeds the limits prescribed in BIS 780 then the sluice valves shall be of cast steel conforming to class 300 ASA (seat pressure 105 Kg/cm^2) as per BS 1414 ( MSERW -80 mm dia). | |||
| 114 | 46 | Providing and fixing of Kirloskar/Leader/KSB/pelicon/Fouress make of suitable size cast iron/cast steel double flanged swing 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. 1(a) & conforming to BIS/API-standards with up to date ammendments for delivery line of pump i/c all leads an lifts and lifts as per entire satifaction of engineer -in- charge. | 2 | Nos. | |
| 115 | 47 | NOTE:- The reflux valve shall conform to BIS 5312-1984 (part I) latest with up to date ammendments. However if the seat pressure exceeds the limits prescribed in BIS 5312 then the reflux valves shall be of cast steel conforming to class 300 ASA (seat pressure 105 Kg/cm^2) as per BS-1414 ( MSERW pipe-80mm dia) . | |||
| 116 | 48 | Providing and fixing of Kirloskar/Leader/KSB/Pelocon/Fouress make cast iron flanged 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 latest with up to date ammendments i/c all leads an lifts and lifts as per entire satifaction of engineer -in- charge. | 3 | Nos. | |
| 117 | 49 | NOTE:- The C.I sluice valve PN 1.6 as per IS 2906-1998). | |||
| 118 | 49.01 | 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 meter of HPSEB to circuit breaker & from circuit breaker to 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 by HPSEB 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. ) | 1 | Job | |
| 119 | 49.02 | P/L 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,copper wiring & 32x5mm copper strips of required capacity conforming to BIS 3043-1987 latest with up to date ammendments suitable for above motors & other electrical equipments i/c all leads an lifts and lifts as per entire satifaction of engineer -in- charge. | 1 | Job | |
| 120 | 49.03 | Supply & errection of floor/wall mounted power factor shunt capacitor conforming to BIS 2834-1986 or latest with upto date ammendments of 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 busbar chamber 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. | 3 | Job | |
| 121 | 49.04 | Providing and fixing of 100mm dia circular dial pressure gauge of suitable range & standard make such 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. | 2 | Nos. | |
| 122 | 49.05 | P/F double flanged suction, delivery pipe & common header considering 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 the outer wall of pump house as per layout drawings approved by Engineer-in-Charge. The pipes shall be capable of withstanding 1.5 times the total presure indicated in item no. 1 (E)-(ii). The size of suction pipe shall be one 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 pump i/c all leads an lifts and lifts as per entire satifaction of engineer -in- charge. | 1 | Job | |
| 123 | 50 | NOTE:- Actual laying to be done as per final drawings to be approved by the Engineer in charge | |||
| 124 | 50.01 | Providing and fixing of antivibration pads conforming to BIS 6337-1971 or latest with upto date ammendments of suitable size for above machinery. | 1 | set | |
| 125 | 50.02 | 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. | 1 | Job | |
| 126 | 51 | Prov and fixing cast steel double flanged non returning valves of approved make makes such as Kirloskar, BHEL, Kilburn, KSB,Leader, GLED as per BIS 1868 including all leads and lifts complete in all respect. | |||
| 127 | 51.01 | 65 mm dia ASA-300 | 1 | No. |
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