INSTALLATION OF BINOGRAMMAJOR RLI SCHEME WTA SYSTEM,P.H. & ENERGISATION ( INCLUDING SUPPLY AND DELIVERY OF ALL RELATED MATERIALS , ALL-IN-ONE WORKS ON TURN KEY BASIS ) UNDER CHINSURAH (A-M) DIVISION UNDRE SORASORI MUKHYOMANTRI PROGRAMME(CORE SECTOR PROGRAMME) IN THE DISTRICT OF HOOGHLY - 1 Supply & Delivery of Materials:Supply and Delivery of 315 mm dia P.V.C pipeclass-I ( with a loose matching coupler) marking IS No. 4985/2000 with latest amendments with free solvent cement. Ivory Grey, both end plain.Length of each straight Pipe 6mts with tolerance (±)10mm 2 Supply and Delivery of 200 mm. dia P.V.C. pipe Class- I ( with a loose matching coupler) marking IS No. 4985/ 2000 with latest amendments with free solvent cement. Ivory Grey, both end plain.Length of each straight Pipe 6mts with tolerance (±)10mm 3 Supply and Delivery of 140 mm. dia P.V.C. pipe Class- I ( with matching coupler ) marking IS No. 4985/2000 with latest amendments with free solvent cement. Ivory Grey, both end plain.Length of each straight Pipe 6mts with tolerance (±)10mm 4 Supply and Delivery of 140 mm. dia P.V.C. pipe Class-II ( with a loose matching coupler) marking IS No. 4985/ 2000 with latest amendments with free solvent cement. Ivory Grey, both end plain.Length of each straight Pipe 6mts with tolerance (+)10mm 5 Supply and Delivery of 200X200X200 mm dia P.V.C. Equal Tee duly IS-10124/2009 with free solvent cement. 6 Supply and Delivery of 140X140X140 mm dia P.V.C. Equal Tee duly IS-10124/2009 with free solvent cement. 7 Supply and Delivery of 315 mm. dia (IS.No. 10124/2009 Part- 8 with latest amendment) F.T.P. 8 Supply and Delivery of 200 mm.. dia ( IS. No. 10124/ 2009 Part- 6 with latest amendment) F.T.P. 9 Supply and Delivery of 160 mm. dia ( IS. No 10124/2009 Part- 6 with latest amendment) F.T.P.. 10 Supply and Delivery of 200 X 140 mmdia.P.V.C. Reducer (Class-II) duly IS-10124/2009 with free solvent cement. 11 Supply and Delivery of 160 X 140 mmdia.P.V.C. Reducer (Class-II) duly IS-10124/2009 with free solvent cement. 12 Supply and Delivery of 200 X 160 mmdia.P.V.C. Reducer (Class-II) duly IS-10124/2009 with free solvent cement. 13 Supply and Delivery of 200 mm. dia 60° ( IS. No. 10124/2009 Part- 8 with latest amendment )bend 14 140 mm. dia 90° (IS. No. 10124/ 2009 Part- 8 with latest amendment) bend 15 Supply and Delivery of 140 mm. dia 60°( IS No. 10124/ 2009 Part- 8 with latestamendment ) bend 16 Supply and Delivery of 200 mm. dia IS. NO. 10124/ 2009 Part- 4 with latestamendment End cap. 17 Supply and Delivery of 140 mm. dia IS. NO. 10124/ 2009 Part- 4 with latestamendment End cap. 18 Supply and Delivery of Extra Coupler for 315 mm. dia P.V.C. pipe(extra) IS. 10124/2009with latest amendments with free solvent cement. 19 Supply and Delivery of Extra Coupler for 200 mm. dia P.V.C. pipe ( extra) I.S. 10124/2009, Part- II with free solvent cement. 20 Supply and Delivery of Extra Coupler for 140- mm. dia P.V.C. pipe (extra) I.S 10124/ 2009, Part- IIwith free solvent cement. 21 Supply and Delivery of Extra Coupler for 160- mm. dia P.V.C. pipe (extra) I.S 10124/ 2009, Part- IIwith free solvent cement. 22 Supply and Delivery of Extra Solvent cement duly I.S.14182-1994 with latest amendments 23 Supply and Delivery of G.I. Quadrupped Set and Inlet & Outlet Pipe Fittings (2 nos. chamber for 1 set) as per drawing &Technical specifications for Major RLI schemes 24 Supply of 150 mm dia NB Foot Valve (Flanged type) lS -4038 / 1986 25 Supply of 150 mm dia C.I. Sluice Valve as per IS 14846(ISI MARKED) 26 Supply of 150 mm dia Alfa Alfa type Valve (C type) 27 300 mm dia Z bend,average length 2 mtr, both end ISI markedflanged of size 300 mm NB, 5.40 mm thickM.S. ERW pipeand300 mm dia MS plate flanged 12 mm thickfitting and fixing by running welding with painting complete. 28 Supply of 90 degree G.I Bend (both end flanged-ISI marked-IS 1239,Galv- IS4736 (I) 150 mm dia 29 Supply of 90 degree G.I Bend (both end flanged-ISI marked-IS 1239,Galv- IS4736 (I) 150 mm dia long bend (with priming) 30 150 mm dia CI Non return valve both end flanged and swing type with side by pass arrangement as per IS 5312(Part-I)/2000 31 Supply of Galv. MS Flanged Pipe ISI markec- IS: 1239, Galv- IS4736 150mm.dia (4.8mm) (ISI MARKED) 32 Supply & transportation of MS Shore manifold with painting made of 350 mm dia MS ERW pipe 900 mm long having 1 numbers of 300 mm dia inlet and 2 nos of 150 mm dia outlet all end flanged welded , MS ERW Pipe conferming to IS 1239(Part-I)/3589 Medium and MS Flanged conferming to IS 6392/719tABLE 17) , Flanged thickness of 300 & 150 mm dia 19 mm thick +3 mm of raised surface. 33 Supply and Delivery of 150 mm diaMS Hose Clamp(45 mm thick, 2 mm width) 34 Supply and Delivery of 150 mm dia (NB) C.I. Nipple one end threaded & other end grooved 35 Supply and Delivery of Foundation Bolt for Distribution Chambers (QuadrupedSets) manufactured from 20 mm nominal diameter M.S Rod as per IS 2062/1992. Total length of the Bolt is 375+ 10 mm having welded head 80+ 10 mm in length & 20 mm in nominal diameter with Nut & Bolt 36 Supply and Delivery of Foundation Bolt for Distribution Chambers (QuadrupedSets) manufactured from 16 mm nominal diameter M.S Rod as per IS 2062/1992. Total length of the Bolt is 375+ 10 mm having welded head 80+ 10 mm in length & 16 mm in nominal diameter with Nut & Bolt 37 Supply and Delivery of GI HexagonalHeadBolts &Nuts conformingto IS-1363 (Part-I) 1992 productgrade - Cwithlatestammedments forboths IS-1363 (Part-3) / 1992ofproduct grade Cwithlatestamount for nutsproperties / class for bolt 4.62 nuts for 4.5. M 20x80 mm. 38 M 20x100 mm. 39 M.16x65 mm 40 M 16x80 mm 41 M 16x 50 mm 42 Supply and Delivery of Compresed Asbestos fibre jointing for Quadruped & Tripod set (for raised surface of Flange as per IS-6392) 500mm.dia(Table-5) 43 Supply and Delivery ofISI marked P.V.C.Flexible Hose pipeas per IS 15265 - 150 mm dia 44 300 mm dia( Table-11) 45 200mm.dia( Table-11) 46 200mm.dia( Table-5) 47 150mm.dia( Table -17) 48 150mm.dia( Table -5) 49 Supply and Delivery of 150 mm dia Foot Valve Leather Washer 50 Supply and Delivery of Electro Motor Pump set , both having ISI Marked, IS-12615 & IS- 6595; Monoblock as per IS 9079b) 200 M3/hr, 18 m head. (20 HP) Electro Motor Pump set , both having ISI Marked, IS-12615 & IS- 6595; Monoblock as per IS 9079b) 200 M3/hr, 18 m head. (20 HP) 51 Supply of Switch Fuse Unit, lSI marked, IS 60947 -63 Amps 415 volts A.C TPN Main Switch. (ISI Marked) 52 Supply of Switch Fuse Unit, Confirming to IS 60947 -200 Amps 415 volts A.C TPN Main Switch. 53 MOTOR CONTROLLER, IS 60947 20 HP 3 phase electromagnetic Star- Delta motor controllers with 4 pole heavy duty power contactor, single phasing preventer and normal protective features, MCB, Indicators, push buttons, Ammeter & Voltmeter, All in IP54 encolser of min 16 swg. C R Sheet, 10 tank process powder coat painted and as per technical specification. 54 Supply of Bus Bar Chambers (As per appvd. existing dwg)-IS60947 -200Amp 55 3C Flat water proof CU.cables lSI marked-IS 694 3CX 10 sq. mm 56 50 sqmm 3.5 core Aluminium PVC insulated (Heavy Duty) armoured electric cable duly ISI marked as per IS 7098/1988 57 Laying of WTA 58 Earthwork in excavation of foundationtrenches or drains in all sorts of soil (including mixed soil but excluding laterite and sand stone), including removing, spreading or stacking the spoils, within a lead of 75 m as directed.The item includes necessary trimming the sides of trenches, levelling,dressing and ramming the bottom, bailing out water as required complete. (a)Depth of excavation not exceeding 1500 mm. 59 Earth work in excavation of field trenches as per design section and alignment for laying of pipe lines (PVC, RCC, ACP etc.) upto a depth of 1500 mm all sorts of soils including removing, spreading or stacking extra earth as directed. The item includes necessary trimming of sides trenches, levelling, dressing and ramming the bottom as required complete . 60 Laying of PVC pipes of different diameters within field trenches in curve/ straight line including using UPVC fittings, Viz. Horizontal and Vertical Bends, riser pipes, Tee Reducer etc.and making leak proof joints with couplers after roghening the surface with wire brush and emery paper and applying solvent cement (The rate is inclusive of transport of pipesfittigs and solvent cement to be supplied by deptt.) all complete asper direction of Engineer-In- charge. i)315 mm.dia 61 ii)200 mm. dia 62 iii)140 mm. dia 63 Single brick flat soling of picked Jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand. 64 Filling in foundation or plinth by fine sand in layers not exceeding 15 cm. As directed and consolidating the same by through saturation with water and ramming complete, including the cost of supply of sand. 65 Ordinary Cement concrete (1:2:4)with graded stone chips (20 mm nominal size)excluding shuttering, reinforcement, if any, in ground floor as per relevant IS code. a) Pakur Variety (Stack yard to site distance= 40 KM) 66 Ordinary Cement concrete (Mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement , if any, in ground floor as per relevant IS codes.(a) Pakur vareity 67 Hire and labour charges for shuttering with centering and necessary staging upto 4 metre using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor). Above 30 mm. to 37 mm. thick wooden shuttering as per decision & direction of Engineer-In-Charge. 68 Reinforcement for reinforced concrete work in all sorts of structure including distribution bars, stirrups, binders etc. including supply of rods, initial straightening of bend bars excluding coil bars and removal of loose rust (if necessary) cutting to requisite length, hooking, bending to correct shape, placing in proper position and binding with 1.626 mm (16 SWG) black annealed wire at every inter section complete as per drawing and direction including cost of wire upto 1st floor level. ( For Tor steel).for SAIL /TATA /RINL 69 Brick work with Ist class brick incement mortar (1 : 6) . (a) In foundation and plinth 70 Brick work with Ist class brick incement mortar (1 : 6) . (a) In superstructure ground floor. 71 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor. 72 Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface](i) With 1:6 cement mortar (c) 15 mm thick plaster. 73 Neat cement punning about 1.5 mm. thick in wall dado, floor, drain, door and window sill etc. complete. 74 Earth work in filling in trenches after laying pipe lines (PVC, RCC, ACP etc.) with good earth obtained from excavation of field trenches in layers not exceeding 225 mm, including watering and ramming etc. layer by layer complete. (Payment will be made on the basis of measurement of finished quantity of work.) 75 Labour charges for fitting and fixing and laying , where necessary offowlling M.S/G.I. /E.R.W pipes and accessories (to be supplied deparmentally) including transportation of the same cutting, threading, jointing & making leak proof threaded / flanged joints at site, by using scoket/ rubber insertion,nuts and bolts etc., maintaing the properalignment and level / all complete / as per direction of E-I-C.(a) 150 mmm dia E.R.W Pipe. 76 Fitting and fixing of M.S. I G.I. I C.l.accessories and special in pipe line (accessories & special to be supplied departmentally) including supply of jointing materials viz.rubber insertion, nuts & bolts, havoc Zink (Zink Oxide) complete as per direction of Engineer-in-Charge.(iv) 150mm. dia. C.1.sluice valve 77 Erection, fitting and fixing set of M.S Quadrupped inlet and outlet pipe fittings for Ist chamber and 2nd chamber of Major RLI scheme.(Rate inclusive of transportation from Deptt. Store to work site). 78 Labour charges for fitting and fixing 150 mm. diaAlfa Alfa G typevalve with 140 mm. dia class-II U.P.V.C riser pipe with the help of flanged P.V.C tail piece by joining the P.V.C end of Tail piece and riser pipe with coupler and flanged end of tail piece and flap valve with rubber insertion , nuts and bolts etc. complete. 79 Installation / Erection of SurgeTank / Shore manifold (to be supplied from Deptt. free of cost) over a rigid base of cement concrete (1`:2:4) with stone chips 20mm. down of 1250 mm X 1250 mm X 150 mm. over a single layer of brick flat soling and embedding the legs of the surge tank/shore manifold within theconcrete base including cost of all materials and labour and as per direction of Engineer-in-Charge. 80 Supplying, fitting and fixing including transportation of Sign board ofMS fabricated Structure Sheet Size 2 m x 1 m x 1.5 mm thick, MS flat bar (40 mm x 6 mm) welded with frame with 2 nos. MS Angle post (45 mm x45 mmx6mm) of 2.44 m length embeded 0.6 m into 1:2:4 Cement Concrete pasting flex on the MS Sheet ( 2 m x 1 m) as approved signage. This will include Civil construction works of foundation, Painting , material , fitting fixing and labour complete as per Drawing and direction of EIC. 81 Placing and positioning the Centrifugal pump motor set on the pump base / pump house floor, aligning properly with necessary packing and fixing the set with holding down nuts and washerincluding cutting holes of requisite size in the floor / base, grouting the bolts and mending good all damages complete as per direction of the Engineer-in-Charge. 82 Testing of pipe line system against leakage by fillinh the distribution chamber with water and supplying water through the entire pipe line net work for atleast4 (Four) hours including hiring and transport of suitable generstor , pump , tools and plants, fuel and lubricants and installation of the pump connecting the same with pipe line network making necessary electrical connection and dismantling all these after completion of test all complete as per direction of Engineer -In -Charge. 83 Add extra carriage besides initial transport by truck of the pipes and constructional materials@4% on every item from Sl.no-2.03 to 2.25 except item no. 2.17,2.23 & 2.25, 84 GST @ 18% on every item from (Sl no 2.01 to 2.26) 85 Labour welfare Cess@1%on every item from(Sl no 2.01 to 2.27) 86 Construction of Pump House 87 Earthwork in excavation of foundationtrenches or drains in all sorts of soil (including mixed soil but excluding laterite and sand stone), including removing, spreading or stacking the spoils, within a lead of 75 m as directed.The item includes necessary trimming the sides of trenches, levelling,dressing and ramming the bottom, bailing out water as required complete. (a)Depth of excavation not exceeding 1500 mm. (considering 50 mm clearence) 88 Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidated the same by through saturation with water ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) 89 Single brick flat soling of picked Jhama bricks including ramming and dressing bed to proper level and filling joints withlocal sand. 90 Ordinary Cement concrete (Mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement , if any, in ground floor as per relevant IS codes.(a) Pakur variety 91 Ordinary Cement concrete (Mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement , if any, in ground floor as per relevant IS codes.(a) Pakur variety 92 Hire and labour charges for shuttering with centering and necessary staging upto 4 metre using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor). 25 mm. to 30 mm. thick wooden shuttering. 93 Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups,binders etc. initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape,placing in proper position and binding with 16 gauge black annealed wire at every inter-section, complete as per drawing and direction. For works in foundation, basement and uptoroof of ground floor / upto 4m. Tor steel/Mild steel(Other than SAIL/ TATA/RINL)i)For foundation Blocks of Water Distribution System 94 Brick work in cement mortar (1 : 6) with first class kiln burnt bricks including racking out joints, scaffolding and other incidental works etc. complete.a) In foundation & plinth. 95 b) In superstructure ground floor 96 Plaster (to wall, floor, ceiling etc.) with (1:6) sand and cement mortar including rounding off or chamfering corners, as directedand racking out joints or roughening of concrete surface including throating. Nosing and drip course as necessary at ground floor. (a) 15 mm thick (1:6) proportion. 97 b) 20 mm thick with 1:6 cement mortar. 98 c) 10 mm thick with 1:4 cement mortar. 99 25 mm. thick damp proof course with cement concrete with stone chips (1:1.5:3) [with graded stone aggregate 10 mm nominal size] and admixture of water proofing compound as per manufacturers specification followed by two coat of polymer based paint, (1st coat after 4 to 5 days of concrete laying and 2 nd coat just before brick masonry work) as directed (cost of water proofing compound & polymer based paint to be paid separately).( Chequering not required over concrete or painted surface). [Note: - Water proofing as per item 9, polymer based paint as per item 8 (a) of subhead C of Section (C). 100 Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooringworks using cement @ 1.75 kg/sq.m all complete including all materials and labour. In ground floor.3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement).Using grey cement(ii) 25 mm. thick 101 Neat cement punning about 1.5 mm. thick in wall dado, floor, drain, door and window sill etc. complete. 102 (a) M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows,railing etc. fitted and fixed with necessary screws and lugs in ground floor.(ii) Grill weighing above 16 Kg./sq.mtr and above. 103 Supplying 1.5mm thick M.S. sheet fitted and fixed on one or both faces of M.S./ W.I. gate etc. with point welding at not more than 150 mm apart complete in all respect as per design including cost of all labour and materials. 104 Supplying, fitting & fixing UPVC pipes A- Type and fittings conforming to IS:13592-1992 with all necessary clamps nails, including making holes in walls, floor etc. cutting trenches in any soil through masonry concrete structures etc if necessary and mending good damages including joining with jointing materails (Spun Yarn, Valamoid/Bitumen/M-Seal etc) complete . A) UPVC Pipes:(i) 75 mm. Dia 105 B) UPVC Fittings:a) Plain Tee (i) 75 mm. Dia 106 c) Bend 87.5 degree (i) 75 mm. Dia 107 Earth work in filling in foundation trenches or plinth with good earth in layer not exceeding 150 mm. Including watering and ramming etc. layer by layer complete with earth obtained from excavation offoundation. 108 Priming one coaton steel or other metal surface with synthetic enamel / oil bound primer of approved quality including smoothening surfaces by sand papering etc. 109 Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary. Two coats (super gloss hi- gloss except white) Steel surface iv) Two coats (with any shade except white) 110 White washingincluding cleaning and smoothening surface thoroughly (5 parts of stone lime and 1 part of shell lime should be used in finishing coat) all floor 111 Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturers specification. 112 Suppling 1 mtr x 0.6 m x 24 swg MS board contaning list of spout wise water users by making numbers of spout as directed by EIC. The board should have base colour - Black and words - White to be fitted and fixed on the wall of the pump house. 113 Add 4% Carrige as applicale of Construction of Pump House 114 GST @ 18% on every item from (Sl no 3.01 to 3.29) 115 Labour welfare Cess@1%on every item from(Sl no 3.01 to 3.30) 116 Internal Wiring of Pump House 117 Supplying, fitting & fixing 350 mm x 250 mm x 25 mm size Wooden Plank on wall I(for fitting & fixing of electrial equipments as necessary on the plank). 118 Supply, Fitting & fixing of DPIC main switch 15/16A 240 Volts (Havells) on boardon wall including mending good the damage for light circuit of pump house 119 Supplying & Fixing bulk head light fitting (Havells make) with die cast aluminium housing & frosted glass on wall/ceiling incl. S&F 8watt CFL / 100 watts GLS lamp complete set 120 Supply & Fixing of 20 watt single / twin florescent light fitting complete with all accessories directly on wall / ceilling / TW round block and suitable size of fastener . 121 Wiring from 15/16A DPIC main switch to Busbar box in 1.1KV grade single core stranded FR PVC insulated and unsheathed copper wire (Finolex/havells/KDK) of2 x 36/0.3(2.5 Sq. mm) + 1 x 22/0.3(1.5 Sq. mm) in PVC casing capping (Precision make) including necessary PVC clips,fittings etc incl supply of wire. 122 Wiring from 15/16A DPIC main switch to BDB in 1.1KV grade single core stranded FR PVC insulated and unsheathed copper wire (Finolex/havells/KDK) with2X 36/0.3(2.5 Sq. mm) + 1 X 22/0.3(1.5 Sq. mm) in PVC casing capping (Precision make) including necessary PVC clips,fittings etc.incl supply of wire 123 Distribution wiring in 1.1KV grade 2 x 22/0.3 (1.5 Sq. mm) single core stranded FR PVC insulated and unsheathed copper wire (Finolex/havells/KDK) with 1X22/0.3 (1.5 Sq. mm) single core stranded FR PVC insulated and unsheathed copper wire for ECC, including necessary PVC clips,fittings etc. to light/fan/calling bell with piano key type switch of (Anchoremake) fixed on sheet steel fabricated switch board with perspex/ bakelite top cover on wall including necessary connections and making earthing attachments and mending good damages to the building works incl. supply of wire.[PVC casing capping and switch board both on surface]average run 5 meter 124 Supply & Fixing 240 V, 4 nos. 6A, plug socket with separate 4 nos. 6 A Piano key type switch, indicator & 16A kit-kat flush type fuse (Brand approved by EIC) on sheet metal switchboard embedded in wall incl. S & F 240x200x65mm MS (16SWG) switch board and bakelite/perspex top cover of 3mm thick by Brass screws after making housing for switch by cutting bakelite/perspex cover and making necessaryconnections as require 125 Fitting & fixing of 200A500 Viron clad/ sheet steel TP/ TPN main switch on iron legs on wall. 126 Fitting & fixing of 63A 500 Viron clad/ sheet steel TP/ TPN main switch/isolators on iron legs on wall . 127 Fitting & fixing of only 200A 500V iron clad M.S. sheet metal busbar chamber on angle iron frame on wall for 4 bars 63Amps . 128 Fitting & fixing of Star - Delta starter (for 20 HP motor contol) on angle iron frame on wall . 129 Supplying and Drawing with 1.1 KV, PVC flexible FR cables copper conductor conforming to IS 694 in suitable size with fitting and fixing on wall/Kiosk Box, including making necessary connection to the pre-fixed devices with all necessary accessories like saddle, screw, clips, gland, socket etc. conforming to lEE regulation and as per direction of EIC. (Brand: Gloster/Havells/Finolex) [a] For Major RLI.(ii) 3C X 16 sqmm copper cable conforming to IS 694 [ [100/200 A TPN switch to BUS-bar & Busbar to 63 A, TP Main switch and 63 A TP switch to Motor starter] 130 (iii) 2 X 3C X 10 sqmm copper cable conforming to IS 694 in 32 mm GI conduit (lSI-Medium quality) IfStar-DeltaMotor starter to Motor] 131 Laying of cable from 3/3½ core 35 sqmm to 50 sqmm on wall/surface incl. S & F MS saddles with earthing attachment in 2 x 10 SWG GI (Hot Dip) Wire, making holes etc. as necy., mending good damages and painting, 132 Suppling & fitting & fixing of danger Board (mannual) 4x6 in two distinguishing position in the door of pump house (outside) and at the palce of panel board. 133 Earthing with 50 mm (2) dia Galvanized iron pipe(TATA MAKE) 3.64 mm thick X 3.04 mtr.(10ft) long and 1X4 SWG G.I.(Hot Dip) Wire (4 mtr. Long ) 13 mm (1/2) dia X80 mm (3) long G.I. Bolts, double nuts and double washer including S&F 15 mm dia G.I. Pipe protection (1 mtr) long to be fitted with bitumen partly under the ground level and partly above the ground level driven to an average depth of 3.56 mtr. (12) below the ground level and restoring the surface duly rammed for Soft/Morrum soil by ISI-Medium G.I. Pipe 134 Supplying and fixing earth bar of galvanized M.S. Flat 25 mm × 6 mm on wall having clearance of 6 mm. from wall including providing drilloed holes (on busbar) about 3 cm. apart complete with G.I. bolts, nuts, washers etc. as required for tapping. 135 Connecting the equipments to earth busbar including supplying and fixing G.I. Wire No. 8 SWG on wall/floor with stapples burried inside floor/wall as required and making connection to equipments with bolts, nuts, washers, cable, lugs etc. as required and mending good all the damages. 136 Suppling fitting & fixing of shock treatment chart in a wooden frame with brass. 137 Add 18% GST (Sl No. 4.01 to 4.20) 138 Add 1%Cess(Sl No. 4.01 to 4.21) 139 ENERGISATION: Materialcost PCC Pole 9 Meter Long 140 PCC Pole 8 M (0110030141) 141 MS Channell 75x40 mm (102010611) 142 M.S Angle 65x65x6 mm (101011311) 143 M.S Flat 65x6 mm (0103011521) 144 G.I. Stay Set H.T.(1830 X 20MM) WRKGLD 7900 KG (504130432) 145 G.I. Stay wire 7/3.15 mm(7/10 swg) H.T (503050711) 146 Porcelain Guy Insulator H.T. (508040841) 147 G.I. Stay set L.T.(1680 X 16mm) (504130432)WRKGLD 5100 KG (504130332) 148 G.I. Stay wire 7/2.5 MM (503050611) 149 Porcelain Guy Insulator L.T. (508040741) 150 G.I. Earth spike1833 X 20MM(504110541) 151 GI wire 5 MM (503010811) 152 11 KV Polymer Disc insulator 45 KN (508030541) 153 Hardwire Fittings 30/50 sqmm (504010132) 154 11 KV 230 mm Polymer Pin Insulator (508011141) 155 T.P.G.O. Isolator 11 KV (304010532) 156 Transformer 63 KVA (301018241) 157 Turn Buckle (0012013341) 158 LT Dist Kiosk for 63 KVA TR (407012341) 159 PVC Cable 50 Sq mm (501017921) 160 COND ACSR 50sqmm (502010921) 161 Lightning Arrestor 12KV (309010841) 162 LT AB Cable(3CX70 + 1CX16+1CX50 sqmm)(0501030521) 163 Eye Hook for Anchor & Suspen. Clamp (0506030841) 164 Dead END Clamp LT ABC(3CX70 + 1CX16 + 1CX50 sq mm.) (0505034141) 165 Suspension Clamp (0506030641) 166 IPC 50-70 sqmm.(0504026741) 167 LT DIST BOX 3 PH (050406094) 168 GI Shackle strap 9 with nut & bolt (506010531) 169 Porcelain Shackle insulator 3 x 31/2 (508040441) 170 Labour Cost:Survey of SURVEY OF HT OH LINE 171 Survey of LT OH line 172 GIS Survey 173 Pinting og GIS Code on Pole(05 nosx12 + 01 nos x 5) Character per unique pole code) 174 Erection of Sub stn D.P structure by PCC pole 9 mtr Long Comp with all fittings and foundation but w/o any insulator and without paint. 175 Errection of single PCC pole 8 mtr long 176 Errection of stay set complete HT 177 Errection of stay set complete LT 178 Earthing Complete 179 Fixing of T-OH bracket 180 Sagging & sagging of ACSR of 50 sqmm X 3 wire 181 Fixing of 11 KV TPGO insulator on Sub Stn structure with proper adjustment 182 Fixing of 11 KV pin insulator 183 Fixing of 11 KV disc insulator 184 Errection of Dist Transformer 63 KVA 11/0.43 185 Pipe Earthing for DTR Neutral pointwith materials 186 Fixing of L.T. Kiosk and comp connection with PVC cable, single CKT 187 Fixing of 11 KV Lighting Arrestor on structure 188 Fixing of L.T shackle Insulator 189 Drawal of AB cable (3x70)+(1x16)+(1x50) sq mm 190 Fixing of Dead End Clamp 191 Fixing of Suspension Clamp 192 Fixing of IPC ABC to ABC Tee Joint 193 Fixing of LT Dist. Box 3 Ph con. St. strap & buckle ABC 194 Cess @ 1% on material cost, labour cost and supervision charges 195 GST @ 18% on Labour Cost 196 Quotation Money including supervision charge & GST 18% on supervision charge 197 Formation, Strengthining andcapacity building of WUA:Campaigning in the command area of New Major RLI Sub-project by community workers for mass awareness , capacity building to achieve sustainability of Sub-projects. Cost include wage payment to community workers, transportaton, leaflet etc.[Approved estimate regarding activities for institutional development for sustainability of project 198 Demarcation of command area, selection of beneficiaries and preparation of land schedule within the Command area of one New Major RLI having CCA 80 Ha [Approved estimate regarding activities for institutional development for sustainability of project 199 Meeting Cost for WUA formation, cost including Refreshment, training materials, transport local conveyance, wage payment to community worker, remuneration to resource person and incidental charges [Approved estimate regarding activities for institutional development for sustainability of project 200 Registration Cost for WUA under suitable act ( Society ) deed writing including registration charge, conveyance cost & opening of Bank A/C Charges etc [Approved estimate regarding activities for institutional development for sustainability of project 201 Livelyhood plan / Micro plan formulation cost for minor irrigation scheme, cost including refreshment, training materials, transport local conveyance, wage payment to community worker, remuneration to resource person and incidental charge ( rate on meeting ) [Approved estimate regarding activities for institutional development for sustainability of project 202 Meeting and onsite demonstration for operation & maintenance of one New Major RU , water manangement and mode of collection of water tax, building of corpus fund etc [Approved estimate regarding activities for institutional development for sustainability of project 203 IEC Materials ( Leaflet, poster, notebook )= 8 meetings, for SL - 2 and SL-4 [Approved estimate regarding activities for institutional development for sustainability of project 204 Documentation Cost for activities of WUA Scheme - by still photography, report booklet etc in both hard and soft copy.[Approved estimate regarding activities for institutional development for sustainability of project 205 Impact study & monitoring of scheme by site visit of 2 Community workers during 3 years period [Approved estimate regarding activities for institutional development for sustainability of project
