Department Of Irrigation-DOI has published Providing Functional Household Tap Connection Fhtc To Village Badiyara And Its Surrounding Area In Gp Kulgaon Tehsil Chirgaon Distt Shimla Hp Sh C O Rcc Intake Chamber Site Development For Various Civil Structure Sanitary Protection R Wall Wire Crate Emba. Submission Date for this Tender is 09-09-2022. Water Pipe Line Tenders in rohru Himachal Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Cutting in all kinds of soil such as kankar, moorum, shingle boulders decomposed of soft rock or any such mixed in other variety of soil or rocks including filling in embankments where necessary including ramming and watering etc. stacking of serviceable materials at the place specified by the Engineer-in-Charge including all leads and lifts wherever or for what purpose required in Pick work,Jumper work and Chisling /wedgin g out of rock in hard rock |
| 2 | Excavation in foundation and trenches etc.(for pipes & pits) in earth work in all kinds of soil such as pick work, jumper work, blasting soft or hard rock or by chiselling soft or hard rock where blasting is prohibited in all leads and lifts including trimming / dressing of sides and bed, stacking the excavated soil clear from the edge of excavation and returning the excavated soil after completion of work in 15cm layers when required into plinth, sides of foundation etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated soil complete in all respect as per directionand to the entire satisfaction of the Engineer-in-Charge. |
| 3 | Providing and laying cement concrete 1:6:12(1cement: 6sand: 12 graded stone agg.40mm nominal size) and curing complete excluding cost of centering and shuttering including complete in all respect as per directionand to the entire satisfaction of the Engineer-in-Charge.a) Foundation and plinth |
| 4 | Providing and laying cement conc. 1:3:6(1 cement:3 sand:6 graded stone agg. 40mm nominal size) and curing complete excluding cosot of form work and reinforcement of RCC work in foundation and plinth with in all leads and lifts as per directionand to the entire satisfaction of the Engineer-in-charge. |
| 5 | Providing and laying cement concrete 1:4:8(1cement: 4sand:8 graded stone aggregate of 40mm nominal size)and curing completeexcluding cost of form work including all leads and lifts: a) Foundation and Plinth. |
| 6 | Providing and laying cement conc 1: 1½ :3 (1cement:1:1½ sand :3 graded stone agg. 20mm nominal size) and curing com-plete excludidng cosot of form work and reinforcement for RCC work in foundation and plinth with in all leads and lifts as per directionand to the entire satisfaction of the Engineer-in-charge in:- |
| 7 | Foundation,footing basis of columns & the likeand mass concrete. |
| 8 | Walls (any thickness) but not less that 0.10 Mtrs. hick including attached pilasters buttresses plinth and string course from top of foundation upto floor two levels. |
| 9 | Column, pillar & post upto floor two level |
| 10 | In suspended floor roofs landing shalves & their support balconies,beams, girders bressumers cantilevers upto floor two level |
| 11 | Stair cases (except spiral stair cases) excluding landing I/c preparation of surfaces |
| 12 | Providing and laying cement concrete 1:2:4(1 cement:2 sand:4 graded stone agg. 20mm nominal size) and curing complete excluding cosot of form work and reinforcement of RCC work in all leads and lifts as per directionand to the entire satisfaction of the Engineer-in-charge. |
| 13 | In suspended floor roofs landing shalves & their support balconies,beams, girders bressumers cantilevers upto floor two level |
| 14 | Providing tor steel reinforcement for RCC work including bending, binding and placing in position i /c binding wire complete up to floor two level complete in all respect as per direction & to the entire satisfaction of Engineer-in- Charge upto all lead & lifts. |
| 15 | Providing form work with steel plate 3.15 m.m thick welded with angle iron 30x30x5 m.m so as to give a fair finish including centering ,shuttering, propping etc. height of propping and centering below supporting floor to ceiling upto all heights and removal of the same for in-situ reinforced conc.and plain conc.work in :- |
| 16 | Flat surface such as soffits and suspended floors, roofs, landings and the like: Floors etc. up to 200mm in thickness within all leads and lifts |
| 17 | Vertical surfaces such as walls (any thickness)portions and the like including attached pilaster buttresses plinth and string course and the like |
| 18 | Foundation,footing basis of columns & the like and mass concrete. |
| 19 | Column , Pillar , & post upto floor two level |
| 20 | Beams, cantilever Girders & lintals sides&soffitsof beams, beams, haunching cantilever girdersnot exceeding 1mtr. Depth. |
| 21 | Slopping and battering surfaces I/c folding plates where inclination to horizontal plane not exceeding 30 degrees. |
| 22 | Edge of slab and break in floor and walls under 200cm. Thickness within all leads and lifts. |
| 23 | Stair cases (except spiral stair cases) excluding landing i/c preparation of surfaces. |
| 24 | Supplying and fixingwoven plain GI fencing of mesh 50 to 150mm to any type of standard rails strainging bolts etc. i/c provision ofbinding wireetc. |
| 25 | Providing and placing in horizontal layers filtering media duly graded, screened cleaned and washed as per specifiedin all respectas per direction & to the entire satisfaction of Engineer-in- Charge upto all lead & lifts. |
| 26 | (i) Prov. Dry Bricks for filter bed/septic tanks |
| 27 | Bottom Layer: Broken stone 50mm to 75mm |
| 28 | Fourth layer: Bajri 20 mm to 25mm |
| 29 | Third layer: Bajri 6mm to 20mm |
| 30 | Second layer: Coarse sand, 3mm to 6mm |
| 31 | Top layer : Fine sand( Eff. Size 0.2mm to 0.4mm and uniformity co- effcient 2 to 3mm) |
| 32 | Providing internal connection between sump well, delivery tank and sed. Tank, filter bed with GI pipes (Light Class) i.e.including nuts & bolts and gaskets etc. where required with in all leads and lifts as per direction and satisfaction of Engineer in charge. |
| 33 | Providing and laying No fine concrete in 1:4 (1cement: 4stone aggregate 40mm nominal size) and curing complete with weep hole or pores etc. curing complete excluding cost of form work and reinforcement for reinforced concrete work including all leads and lifts. |
| 34 | Random rubble masonary / Polygonal rubble masonary (coursed or brought to courses withhard stones of approved quality in foundation and plinth including levelling up with cement concrete 1:6:12 in cement mortar 1:6 ( 1 cement : 6 sand)as per direction & satisfaction of the Engineer- in- chargeupto all lead & lifts. |
| 35 | C/O Dry rubble masonry in breast wall and retaining walls revetment walls and parapets etc. with in all leads and lifts as per the directions of the Engineer in charge. |
| 36 | 6 mm cement plaster to ceiling in CM 1:3 ( 1Cement :3 Sand) as per direction & satisfaction of the Engineer- in- chargeupto all lead & lifts. |
| 37 | 10 mm cement plaster in single coat on rough side of brick/concrete stone walls for interior plastering up to floor two levels including arrises, internal rounded angles, chamfers and/or rounded angles not exceeding 80 mm in girth and finished even and smooth in cement mortar 1:6 (1 cement:6 sand) as per direction & satisfaction of the Engineer- in- chargeupto all lead & lifts. |
| 38 | 15 mm thick cement plaster on fair sides of brick/stone masonery convrete walls for interior plastering upto floor two level including arises internal rounded angles not exceeding 80mm girth in cement mortar 1:6 (1cement:6sand) with in all leads and lifts as per the entire satisfaction & direction of the Engineer - in - Charge. |
| 39 | 20 mm thick cement plaster on rough sides of brick/stone masonery convrete walls for interior plastering upto floor two level including arises internal rounded angles not exceeding 80mm girth in cement mortar 1:3(1cement:3sand) with in all leads and lifts as per the entire satisfaction &direction of the Engineer - in - Charge. |
| 40 | Providing and fixing pressed steel door, frames, manufactured from comercial mild steel sheet of 1.25 mm thickness including hinges jump block Jamb, beed, and if required angle threshold of mil steel angle of section 50x25mm or base ties of 1.25mm pressed mild steel welded or regidly fixed together by machanical means adjustable lugs with split and tails to each Jamb i/c steel but things 2.5mm thick with guards lock strike plate and shock as specified and applying a coat of applying steel primer after pretreatment of the surfaces directed by the Engineer-in-charge |
| 41 | Profile- A |
| 42 | Profile- B |
| 43 | Profile- C |
| 44 | Providing and fixing panelled glazed or panelled and glazed shutters for doors, windows and clerestory windows i/c bright 2nd class deodar wood 40mm thick including entire carriage of material as per satisfaction of E-in-charge. |
| 45 | Providing and fixing wire gause shuttersusing galvanisedMS wiregause of IS gause designation 85 Gwith wire diameter 0.56 mm for doors, windows, clerestoreywindows I/c bright finished black enamelled iron hinges with necessary secrews 30 mm thick2nd class deodar wood with in all leads and lifts as per the entire satisfaction & direction of the Engineer - in - Charge. 2nd class deodar wood. |
| 46 | White washing with lime on undecorated wall surfaces(two coats) to give an even shade I/c thoroughly brooming the surface to remove all dust dirt & other foreign matter as per direction & to the entire satisfaction of Engineer-in- Charge upto all lead & lifts. |
| 47 | Distempering with dry distemper of approved brand and manufacture (two coats) and of required shade on undecorated wall surfaces to give an even shade sand papered smooth.as per direction & satisfaction of the Engineer- in- chargeupto all lead & lifts. |
| 48 | Finishing wall with water proofing cement paint of approved brand and manufacture and ofrerquired shade on undecorated wall surfaces (two coats) to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials. |
| 49 | Applying priming coat on new wood and wood based surfaces after and including preparing the surface by thoroughly cleaning oil,greese,dirt and other foreign matters,sand papering and knotting.Ready mixed paint brushing wood primer pink. as per direction & satisfaction of the Engineer- in- chargeupto all lead & lifts. |
| 50 | Painting two coats(excluding coat) on new wood and wood based surface with enamel paint to give an even shade including cleaning the surface of dirt,dust and other foreign matter,sand papering & stoping with animal paint other then white andas per direction & satisfaction of the Engineer- in- chargeupto all lead & lifts. |
| 51 | Painting two coats (excluding priming coat)on new steel and other metal surface under coat with ready mixed paint brusing to give an even shade including cleaning the surface all dirt,dust and other than white |
| 52 | Providing & fixing M.S. grills of required pattern in wooden frame of window etc.with M.S. flats, square or round barswith round headedbolts and nuts by screws plain grills. as per direction & satisfaction of the Engineer- in- chargeupto all lead & lifts. |
| 53 | Stone soling properly hand packed filling interstices with spalls and consolidating with power road roller to the required gradient and camber including spreading watering and rolling ofbinding materials moorum or earth etc. 100mm spread thickness (finished work including materials and labour) within all leads and lifts an da directed by the Engineer-in-charge. |
| 54 | Providing and fixing anodised aluminium sliding door bolts with bolts and nuts screws etc. complete and as per direction & satisfaction of the Engineer- in- charge upto all lead & lifts. 250x16 mm. |
| 55 | Providing and fixing anodised aluminium towerbolts ( barrel type)with screws etc. complete and as per direction & satisfaction of the Engineer- in- chargeupto all lead & lifts |
| 56 | 200x10 mm |
| 57 | 100x10mm |
| 58 | Providing ad fixing anodised aluminiumhandleswithnecessary screws etc. complete as per direction & satisfaction of the Engineer- in- chargeupto all lead & lifts.125 mm. |
| 59 | 100mm |
| 60 | Providing 40x3 mm flat iron hold fast 40cm. Long including fixing to frame with 10mm dia metres bolts, nuts and wooden plug and embedding in cement concrete block 30x10x15cm. 1:3:6( 1cement: 3sand:6 graded stone att. 20mm nominal size) within all leads and lifts and as directed by the Engineer-in-charge. |
| 61 | Providing plinth protection 50mm thick in cement concrete 1:3:6 (1cement :3 sand:6graded stone agg. 20mm nominal size) i/c finishing the top surface of concrete smooth within all leads and lifts and as directed by the Engineer-in-charge. |
| 62 | Steel work welded in built up sections,trusses & framed work i/c cutting, hoisting & fixing in position & applying a priming coat of red paint :-In grating, framed ,guards, bars, ladders, railing,brackets & similar works with in all leads and lifts as per the entire satisfaction & direction of the Engineer Incharge |
| 63 | Providing & Fixing of Finalex pipe 40mm dia. Under floor ( for connection cables) including all req. fitting i.e elbows, sockets etc. |
| 64 | Providing and fixing 10mm thick anti skid water proof stain and impect resistent heavy duty vetrified tiles Nitco or equivalant 600x600mmx10mm manufactured of approved shade and colour in flooring, treads of steps and landings laid over 12mm thick cement mortar 1:3 (1 cement : 3 sand) jointed with cement slurry mixed with pigment to match the shade of tiles as required complete. |
| 65 | Providing and fixing 0.60mm thick prepainted steel sheet in roofing with hot dipped metallic zinc coated sheet with top coat of regular modified polyster (RNP) organic coating of 20 microns over 5 microns primer coating to back coat of polyster of 5 microns over 5 microns primer coating i/c fixing with prepainted iron J or L hooks, bolts and nuts 6mm dia metre with prepainted limpet and rubber washers complete with all accesoriees as required as per the direction of Engineer-in-charge. |
| 66 | Providing and fixing ridges or hips 60cm over all with 0.60 thick prepainted steel sheet in roofing with bot dipped metallic zinc coated sheet with top coat of regular modified polyster (RNP) organic coating to back coat of polyster of 5 microns over 5 miscron premier coating including fixing with prepainted iron J or L hooks, bolts and nuts 6mm dia mtr.with prepainted limper and rubber washers complete with all accessories as required as per direction of Engineer-in-charge. |
| 67 | Half brick masonry in common burnt clay building brick in cement mortar 1:4 (1cement : 4sand) 1st.class brick within all leads and lifts and as directed by the Engineer-in-charge. |
| 68 | Drybrick/boulder fillinground soak pit 2nd class with in all leads and lifts as per the directions of the Engineer in charge. |
| 69 | Providing & Fixing of 1.80 Mtrs. high fencing with 2.50Mtrs.angle iron posts 2.5 Mtrs. centre to centre with nine horizontal line and two diagonals of galvanized steel barbed wire (IS: 278-1962 Type-I) weighting 9.38 Kg./ per 100Mtrs.strained fixed to posts with G.I. staples, i/c painting of posts complete cost of post, struts,and storing bolts shall be paid for separately i/c all leads and lifts. |
| 70 | Wire crate made of GI wire filled with boulders with square cut faces against the wire(Boulder filling to be measured and paid for separately)GI wire 5mm thick corresponding to SWG-6(15cmx15cm mesh) within all leads and lifts and as directed by the Engineer-in-charge. |
| 71 | Wire crate made of G.I wire filled with boulders with square cut faces against the wire(Wire crate to be measured and paid for separately) i/c in all leads and lifts as per the direction of Engineer-in-Charge. |
| 72 | Boulder filling behind retaining wall & crate wall within all leads and lifts and as directed by the Engineer-in-charge. |
| 73 | First class brick flooring laid dry and grouted with cement morter 1:4 (1 cement :4 sand) including finishing the joints flush. |
| 74 | Providing and fixing vitreous china wash down water closet (Anglo Indian, W.C pan) with integral P or S trap including jointing the trap with soil pipe in cement mortar 1 : 1 ( 1 cement 1 sand) ( Seat and cover to be measured and paid for separately) (White colour) |
| 75 | Providing and fixingStainless steel kitchen sink with drain board with in all leads and lifts as per the directions of the Engineer in charge. 470X 420X 178MMcomplete with in all leads and lifts as per the directions of the Engineer in charge. |
| 76 | Prorviding and fixing vitreous china wash basin with single hole for piller tap with C.I. or M.S. brackets painted white Flat back 630mmx450mm within all leads and lifts and as directed by the Engineer-in-charge.including cutting holes and making good the same but excluding fittings:-with in all leads and lifts as per the directions of the Engineer in charge. |
| 77 | Providing and fixingPTMT Coloured / white high density polyethlylene / poly propylene 10 liters cap. full flush European standard control low levelflushing Cistern with fitting andwithin all leads and lifts and as directed by the Engineer in charge. |
| 78 | Providing and fixingC.P. brass waste for wash basin or sink (i)32mm dia with in all lead and lifts as per the directions of the Engineer in charge. |
| 79 | Providing and fixingsoap dish with C.P. brass brackets fixedto wooden cleats With C.P. brass screws with in all leads and lifts as per the directions of the Engineer in charge. |
| 80 | Providing and fixingC.P. Brass Bib tap with capstan head(15mm dia) with in all leads and lifts as per the directions of the Engineer in charge. |
| 81 | Providing and fixing brass full wheel valvewith capstan head(15mm dia)within all leads and lifts and as directed by the Engineer-in-charge, |
| 82 | Providing and fixing CP brass angle valve of standard design & of approved make. 15mm nominal bore. complete in all leads and lifts. |
| 83 | Providing and fixingof GI Elbow 15mm with in all leads and lifts as per the directions of the Engineer in charge. |
| 84 | Providing and fixingof GITee15mm with in all leads and lifts as per the directions of the Engineer in charge. |
| 85 | Providing and fixingof GI Nipple 15mm with in all leads and lifts as per the directions of the Engineer in charge. |
| 86 | Layinggalvanized mild steeltube (heavy class)in wall. Ceilingincluding with in all leads and lifts as per the directions of the Engineer in charge.15mm dia(fiifteen milimetres)nominal size.(H . C ) |
| 87 | Providing and fixing 600mmx450mm bevelled edge miror of superior glass mounted on 6mm thick A.C. sheet or plywood sheet and fixed to wooden plugs with C.P. Brass screws and washers. within all leads and lifts and as directed by the Engineer-in-charge. |
| 88 | Providing and fixing in trenches 10 Kg.f/cum2 working pressure unplasticized P.V.C. pipe (Conforming to IS: 4985-1968) complete fittings (earth work in trenches to be measured and paid for separately):- |
| 89 | 110 mm out side diameter. |
| 90 | Elbow 100 mm dia. |
| 91 | Clamps 100mm dia. |
| 92 | Door Bends |
| 93 | Plain bends |
| 94 | Collar |
| 95 | cowl |
| 96 | Floor Traps |
| 97 | Supplying of various material for pump House |
| 98 | Tool Kit for pump house ( 24 items ) with all accessoriescomplete in all respect as per directionand to the entire satisfaction of the Engineer-in-Charge. |
| 99 | Insulation mate ( 6"x4" ) bearing puller, insulation glovescomplete in all respect as per directionand to the entire satisfaction of the Engineer-in-Charge. |
| 100 | Poly Chairs, table and stool 1 Nos each for pump house complete in all respect as per directionand to the entire satisfaction of the Engineer-in-Charge. |
| 101 | Welding set 1 Noscomplete in all respect as per directionand to the entire satisfaction of the Engineer-in-Charge. |
| 102 | Computer systen, printer complete in all respect as per direction and to the entire satisfaction of the Engineer-in-Charge. |
| 103 | Providing and fixing Man Hole cover with frame & stair case of M.S. sheet and angle size 450x450mm(weight of Main-Hole & stair case arenot less 35kg & 75 kg). Including welding and cutting charges as per direction of Engineer in Charge. |
| 104 | Providing and fixing Man Hole cover with frame & stair case of M.S. sheet and angle size 600x600 mm (weight of Main-Hole & stair case are not less 75 kg). Including welding andcutting charges as per direction of Engineer in charge. |
| 105 | Providing and fixing gun metal wheel valve (with hand wheel ) including all leads and lifts32mm |
| 106 | 40mm |
| 107 | Providing & Fixing sand cast iron / cast iron spun spigot and socket soil , waste and ventilating pipe( lead choked joints to be measured and paid for separately. 100mm nominal size. |
| 108 | Layingjointing of G.I pipes (L.G) ,tube fitting in trenches i/c earth work complete for inlet and scour pipe including all leads and lifts. 32 mm (L.R) |
| 109 | Laying, jointing, testing and commissioning in trenches galvanised mild steel tube of following dia (medium grade) including providing and fixing tube fittings such as reducer increasers, sockets, union,tees,bends etc. where ever required ( earth work in trenches tobe measured and paid for separately) and as per the direction of Engineer-in-charge including entire carriage of material upto all leads and lifts. |
| 110 | 20mm dia |
| 111 | 25mm dia |
| 112 | 32mm dia |
| 113 | 40mm dia |
| 114 | 50mm dia |
| 115 | 65mm dia |
| 116 | Pumping Machinery:Stage-Ist stageSupply errection, testing & commissioning of horizontal spindle,horizontal/redial split casing radial split single, /multistages cintrifugal pumps or combination of pumps, in series/parallel of recommended make such as Mather Platt/KSB/Becon weir/Kirloskar/BE/Joti/M/Hindustan pumps &electrical Engineering Pvt Ltd. or any other make approved from Jal shakti Vibhalg asper BIS 1520-1980 wtih upto date ammendmentsw read with BIS 9137-1978 or latest edition to suitable for lifting clear water for under mentioned characteristics with bronze impellers/prming funnels casing ring and shaft sleaves or bronze. shaft of steel grade-with cast iron casing coupled directly through a flexible coupling on a common C.I./Cast steel base paltel (base plate to be from the manufactures of the pumping untitonly ) to slip ring/sqpuirelcage screen protecteddrip proof induction motor of standard make such as Kirloskar/Crompton /Bhel/NGEF/GEC/Siemen /Jyoti/ ABB or any other make approved from Jal shakti vibhhag suitable for operation on 415(+)/5% volts, 50cycles/second, 3 phase AC electric supply. The power of electric motor should be atleast 10% and (-)15% of the duty point head. The motor should be as per IS:325-1978 with upto dateammendments read with iS :900-1972. It shouldinclude cost of bearing nuts, bolts and pointing etcl. and including all accessries for pumping set and should meet the following requirements:- Ist stage Total Head 531.97 Discharge 4.01 LPS . |
| 117 | ii) Total Dynamic head 531.97 mtrs. |
| 118 | a) LWL of sump well (h) 1650 mtr. |
| 119 | b) Shaft level1650 mtr. |
| 120 | c) Level at discharge point 2952 mtr. |
| 121 | d) suction lift (+) head576.06 mtr. |
| 122 | e) Discharge head 531.97 mtr. |
| 123 | f) Static head500 mtr. |
| 124 | iii) Rising main |
| 125 | a) Length 1800 mtr. |
| 126 | b) Dia 80 mm. |
| 127 | iv) Pumping hour8 hours. |
| 128 | v) Altitude of installation above MSL mtr. |
| 129 | vi) Characterstics of water. Clear cold water |
| 130 | a) Temperature 0C. |
| 131 | b) Ambient temp. 0C. |
| 132 | c) Turbiduty JTU |
| 133 | d) Alkanality |
| 134 | e) Size of the solidNILmm. |
| 135 | f) Other |
| 136 | ICTP switches with HRC fuses Kilburn/Larsen & turbo/Standard/Siemen make and having capacity 30% extra of the operational rating of motor as BIS 4064-1978 with upto date ammendments immediately after the power meter of HPSEB.ICTC Switch MakeTypeCapacity |
| 137 | Providing M.S Sheet 16 SWG steel fabricatedfloor mounted closed almirah type switch board including angle iron post of suitableheight and size ISA 40x40x6mm duly painted comprising and capable of mounting the followingaccessaries with all internal electric connections. The drawing of panel board shall be subject to approval of Engineer-in-charge. Panel/Switch Board i) Drawing ii) Layout Plan |
| 138 | MCB/Oil circuit breaker of suitable capacity of Kilburn/LT/LK/MEI/Standard make on in coming feeder for motors offered by the tenderer conformaing to BIS 2516-1985 latest with upto date ammendments with neutral linked under voltage release. ACB/OCB i) Makeii) Typeiii) Rangeiv) Capacity |
| 139 | Earth leakage circuit braker of requcemended (Kilburn/L&T/MET/GEC as per BIS-2516-1977 with upto date ammendments and of suitable range with which should have control box , oprating handel and trip/rest bush button / off indicators,re-indicating off spring condition of the circuit braker for over current protection.The curcuit should be equipped with magnet thermal release with metallic tap CTS.It should also be fitted earth fault for trippping of breaker on occurance of earth fault on/of braker load side. ELCBi) Make ii) Typeiii) RangeVoltage relay meter i) Makeii) Typeiii) Range |
| 140 | Voltmeter AC supply,100mm circular dia1Auto electric/AE/IMP/Havells make of suitable range for above motor with selector switches conforming to BIS 4064-1978 with up to date ammendments. Volt Meteri) Makeii) Type iii) Range |
| 141 | Supply & errection of floor/wall mounted power factor capacitor conforming to BIS 2834-1986 latest with upto date ammendmentPower factor meter TypeMake |
| 142 | Frequecy meter of standard make as per relevent IS code with upto date ammendmentsFrequency Meter i)Make ii) Type iii) Range |
| 143 | Bus bar chamber having three bars of suitable rating for full length equal to the width of the board for three live phases and suitable for induced current, one copper bar of half the rating for full length for naturalnphase as per IS 8084-1976 and IS 11353-1985 read with BIS-5578-with upto date ammendments.Bus bar chanberi) Make ii) Typeiii) Rating. |
| 144 | ICTC switches with HRC fuses of Kilburn/L&T/Siemens/Standard/ Havels make and of suitable capacity as per IS 4064-1978 with upto date ammendments. ICTC Switchesi) Typeii) Makeiii) Capacity |
| 145 | Three phase indicator lamp complete with toggie switches for indivisual motor as per IS:3452 (P-l&lll) with up to date ammendments.Three phase indicator i)Typeii) Makeiii) Capacity. |
| 146 | Ammeter AC supply,100mm circular dia1Auto electric/AE/IMP/Havells make of suitable range for above motor with selector switches conforming to BIS 1248-1983 latest with up to date ammendments.Ammeter i) Type ii) Make iii) Range. |
| 147 | Supply & errection of floor/wall mounted power factor capacitor conforming to BIS 2834-1986 latest with upto date ammendment BHEL/GEC/Machneil/ Masger/ Bajaj make to raise the pervailing power factor at site to 0.95 for direct connection to induction motor individually, or requird KVAR according to Himachal Pradesh of motor offered including cable siemens/ Gloster/ICC make from busbar chamber to capacitor & also including LT/LK/Kilburn make ICTP switches conforming to BIS 4064-1978 or latest with HRC fuses (Range to be specified by the tenderer. Capacitor i) Typeii) Makeiii) Range. |
| 148 | Hour rum meter of reputed make. |
| 149 | Supply of suitable oil immersed star delta starter/ATS/stator rotor starter of standared make such as MEI/Kilburn/Jyoti/Siemens conforming to BIS-8544-1979 leateswith up to date ammendments for squirrel cage/slipering motor(make to be specified by the tenderers) mounted on panel board with magnetic typeover load release & dashpot, time log , under voltage release wfith initial oil filling. Single phase preventeri) Typeii) Make |
| 150 | Providing and fixing cast iron flanged/screw type stainer as per IS 4038-1986 with upto date ammendments of Kiloskar/GIED/ Kilburn/ Karter valve Mechneil/ Kilburn leader make 65mm dia. Foot Valvei) Make |
| 151 | Providing and fixing cast iron double flanged sluice valve of class II 65mm dia of leader/ Behl Kirlsker/GIED/ Kilburn/Fouress make n suction side as per the relevent IS code. |
| 152 | Supply of Kirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader/of reputed make of suitable size cast iron /cast steel double flanged sluice valve having size equal to delivery of pump and capable of with standing nominal seat pressure of 52kg/cm^2. 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 150 ASA (Seat pressure 21Kg/cm^2) or class 300 ASA (seat pressure 52Kg/cm^2) as per BS 1414 Sluice Valvei) Make ii) Classiii) Sheet Pressureiv) Material |
| 153 | Supply of Kirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader/of suitable size cast iron /cast steel double flanged swing check type reflux valve having bye pass arrangement & size equal to delivery of pump for withstanding nominal seat pressure of 52Kg/cm/^2The 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 cast steel conforming to class 150 ASA (Seat pressure 231Kg/cm^2) or class 300 ASA (seat pressure 52Kg/cm^2)) as per BSI 1414Reflux Valvei) Make ii) Classiii) Sheet Pressureiv) Material |
| 154 | Providing and fixing double flanged cast steel reflux valve of Leader/BHEL/Kilosker/Kilburn/ GLED/Fouress make and ofdia for rising main having byepass arrangement for rising main andcapable withstanding the normal steel pressure as per IS 780-1984 with up to date ammendments class ASA to be mentioned by the firm. Reflux Valvei) Makeii) Class iii) Sheet Pressure iv) Material |
| 155 | Supply of standard make 100mm dia circular dial pressure of suitable range Fiebeg/ Bourden/Precision make with all accessories such as stop cock, copper tubing etc. conforming to BIS 3624-1987 latest with up to date ammendments. Pressure Guagei) Makeii) Range |
| 156 | Providing, laying, testing & commissioning at site in trenches bevelled endedconforming to IS/ISO:3183-2007 latest having wall thickness & per Rmt. weight as mentioned below & capable of withstanding required test pressure as prescribed in BIS code, in random lengths of 5.5 to 6.5 mtr. The pipe ends shall be bevelled suitable for butt welding, including the cost of jointing with butt welding confirming to IS 816-1969 or latest as applicable and with uptodate ammendements (leak proof) in three layers at site of work welding rods of Advani/oerliken make/ISI marked (welding rods 3mm to 4mm) and all allied accessories whatever required for welding at site, tail please, tees, bends & other special manufactured from parent pipes as applicable to the particular reach and of approved specification as per site conditions andcutting of pipe wherever required as per site requirement including carriage in all leads & lifts and as directed by the Engineer-in-charge. The pipe shall have zinc coating inside & out side confirming to IS-4736-1986 or latest with upto date ammendments & shall be engraved with API- X 46 etc. The sizes of various components to be as under:l) Suction Pipe---------- mm dia ii) Delivery Pipe ---------- mm dia iii) Common Header----------mm dia.and will be extended up to 5 mtr from the outer wall of the pump house in th direction to be jointed. Suction Pipe i) Material ii) Grade iii) Thicknessiv) Pressure Rating- Delivery pipe and common headeri) Material ii) Gradeiii) Thicknessiv) Pressure Rating |
| 157 | Providing and laying copper PVC insulated armoured power cable (One vable carrying all the three phasees) of suitable size and capacity to motors and all other electrical equipments as per IS:1554 (P-1) 1988 or latest with up to date ammendments of seimence/Gloster/IEC/EICO/National/Grandly make including all other accessories such as thimbles, flexible pipe, solder, nut & bolts, vable gland etc. laid in pipe or trenches under floor. Armored power cablea) Motor side (From switch to starter 20 mtr. And starter to Motor.10mtr.i) Sizeii) Makeiii) Type Copper iv)Capacityv) Core 3 |
| 158 | P/L double loop earthing with crpper plate 600x600x3mm thick electrode complete with material such as charcoal, common salt, GI pipes, thimbles, nuts & bolts, digging of pits, GI wiring & 25x5mm copper strips of required capacity conforming to BIS 3043-1987 latest with up to date ammendmentsfor above motors & other electrical equipment. Armored power cable of HPSEB to bus bar 10mtr.i) Size ii) Makeiii) Type Copper iv)Capacity v) Core 3 |
| 159 | Providing, laying, & commissioning at site in trenches to be beveled ended pipe conforming to IS/ISO:3183-2007 (Latest with up to date amendments) having minimum wall thickness as specified below & capable of withstanding required test pressure as prescribed inIS/ISO code, in random lengths of 5.5 to 6.5 mtr. The pipe ends shall be levelled suitable for butt welding, including thecost of jointing with butt welding confirming to IS 816-1969 or latest applicable and with uptodate ammendments (leak proof) in three layers at siteof work with welded rods of Advani/oeriliken make/ISI marked (welded rods 3mm to 4mm) and all allied accessories whatever required for welding at site, tail pieces,tee bends & other special manufactured from parent pipes as applicable to the particular reach and of approved specification as per site conditions. and cutting of pipes wherever required as per site requirement including carriage in all leads & lifts andas directed by the Engineer-In-Charge. The pipe shall have zinc coating inside & outside confirming to IS-4736-1986 or latest with upto date ammendments & shall be engraved with API X42. The laying shall cofirm to BIS 5822-970 or latest with upto date ammendments to the entire satisfaction of Engineer-In-Charge. (Earth work & cost of MS Flanges after 100meter length shall be measured & paid for seperately.) including all leads, lifts and carriage of materials at site andas per direction and to the entire satisfaction of the Engineer-In-Charge. |
| 160 | Stage- 1st 80mm dia |
| 161 | Laying,jointing ( by way of circumfrential butt welded jointsby electrical arc welding ) and testing of Galvanised mild steel tubes(GI Pipes)of following dia meters confirming to BIS 1239-2001(latest with upto date amendments) having wall thickness as per code with bevelled / plain endsin a random length of 4 to 7 meters, including manufacturing reducers/ tapers , all short pieces, bends etc. as per site requirement made from parent tubes . The laying of pipe will include all operation such as cutting, welding, jointing, fabrication of bends, tees etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the satisfaction of the Engineer in charge. The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The damaged portion of the pipes and specials made form the parent tube during welding or otherwise shall be provided anticorrosive treatment by applying two coats of anticorrosive bituminous paint over a priming coat as per AWWA specifications C-203-1978. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing complete to the best satisfaction & direction of Engineer in charge with in all leads and lifts. (Earth work in trenches will be measured and paid for separately). |
| 162 | Stage 1st 80mm dia GI (H)T-28 RD 800 to 1800 4.80mm thick |
| 163 | 80mm dia GI (M)T-28 RD 800 to 1800 4.80mm thick |
| 164 | Providing MS Flange (in Pairs) for joints of G.I. pipe mentioned as below and same shall conform to BIS 6392-1971 ( Latest with uptodate ammendments ) including the cost of Nut and Bolts of Required size 3mm thick compressed asbestos fibre/ synthetic rubber gasket conforming to relevant BIS Standards the rates also include entire carriage of Flange and welding of one flange in three layers other Flange consider in butt welding testing , complete to thebest satisfaction and direction of engineer -in Charge. |
| 165 | Stage 1st 80mm dia T-34 |
| 166 | 80mm dia T-28 |
| 167 | 80mm dia T-17 |
| 168 | 80mm dia T-5 |
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