INSTALLATION OF FOTEPUR MAMUDPUR MAJOR 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) SUB DIVISION UNDER CHINSURAH (A-M) DIVISION UNDER 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 160 X 140 mmdia.P.V.C. Reducer (Class-II) duly IS-10124/2009 with free solvent cement. 11 Supply and Delivery of 200 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 Solvent cement duly I.S.14182-1994 with latest amendments 22 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 23 Supply & transportation of MS Shore manifold with painting made of 350 mm dia MS ERW pipe 1mtrlong having 1 numbers of 300 mm dia inlet and 3 nos of 150 mm dia outlet all end flanged welded , Flanged thickness of 315 & 150 mm dia 18 mm& 12mm respectively wirh+3 mm of raised surface 24 300 mm dia (NB) 90 degre MS bend, both end flanged, bend & flanged both having ISI marked -IS: 1239 (I & II) 25 150 x 300 Expander (MS) with Both End ISI marked Flange welded having ISI marked -IS: 1239 (I & II) 26 300 mm dia (NB) MS pipe both end flanged, Pipe & flange both having ISI marked -IS: 1239 (I & II) 27 Supply of 150 mm dia C.I. Sluice Valve as per IS 14846(ISI MARKED) 28 Supply of 150 mm dia NB Foot Valve (Flanged type) lS -4038 / 1986 29 Supply of 150 mm dia Alfa Alfa type Valve (C type) 30 Supply of 90 degree G.I Bend (both end flanged-ISI marked-IS 1239,Galv- IS4736 (I) 150 mm dia (With Priming Arrangement) 31 Supply of Galv. MS Flanged Pipe 151 markec- IS: 1239, Galv- IS4736 150mm.dia (4.8mm) (ISI MARKED) 32 Supply and Delivery of 150 mm diaMS Hose Clamp(45 mm thick, 2 mm width) 33 Supply and Delivery of 150 mm dia (NB) C.I. Nipple one end Flanged & other end grooved 34 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 35 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 36 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. 37 M 20x100 mm. 38 M.16x65 mm 39 M 16x80 mm 40 M 16x 50 mm 41 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) 42 Supply and Delivery ofISI marked P.V.C.Flexible Hose pipeas per IS 15265 - 150 mm dia 43 300 mm dia( Table-11) 44 200mm.dia( Table-11) 45 200mm.dia( Table-5) 46 150mm.dia( Table -17) 47 150mm.dia( Table -5) 48 80 mm dia (Table-17) 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 Laying of WTA 56 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. 57 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 . 58 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 59 ii)200 mm. dia 60 iii)140 mm. dia 61 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. 62 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. 63 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) 64 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 65 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. 66 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 67 Brick work with Ist class brick incement mortar (1 : 6) . (a) In foundation and plinth 68 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor. 69 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. 70 Neat cement punning about 1.5 mm. thick in wall dado, floor, drain, door and window sill etc. complete. 71 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.) 72 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. 73 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 74 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. 75 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). 76 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. 77 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. 78 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. 79 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. 80 Add extra carriage besides initial transport by truck of the pipes and constructional materials@4% on every item as applicable 81 Add 18% GST from Sl No. 2.01 to 2.25 82 Add 1% Labour Cess from Sl No. 2.01 to 2.26 83 Construction of P.H. 84 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) 85 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) 86 Single brick flat soling of picked Jhama bricks including ramming and dressing bed to proper level and filling joints withlocal sand. 87 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 88 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 89 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. 90 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 91 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. 92 b) In superstructure ground floor 93 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. 94 b) 20 mm thick with 1:6 cement mortar. 95 c) 10 mm thick with 1:4 cement mortar. 96 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). 97 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 98 Neat cement punning about 1.5 mm. thick in wall dado, floor, drain, door and window sill etc. complete. 99 (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. 100 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. 101 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 102 B) UPVC Fittings:a) Plain Tee (i) 75 mm. Dia 103 c) Bend 87.5 degree (i) 75 mm. Dia 104 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. 105 Priming one coaton steel or other metal surface with synthetic enamel / oil bound primer of approved quality including smoothening surfaces by sand papering etc. 106 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) 107 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 108 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. 109 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. 110 Add extra carriage besides initial transport by truck of the pipes and constructional materials@4% on every item as applicable 111 Add 18% GST from Sl No. 3.01 to 3.27 112 Add 1% Labour Cess from Sl No. 3.01 to 3.28 113 Internal Wiring of P.H. 114 Supplying, fitting & fixing of M.S. angle (Size: 50 mm x 50 mm x 6 mm) includinq gas cutting etc. 115 Supplying, fitting & fixing 350 mm x 250 mm x 25 mm size Wooden Plank on wall I(for fittino & fixinq of electrial equipments as necessary on the plank) 116 Fitting & Fixing only Sheet Steel Main Switch (Rewirwable type)/ Change over on Flat Iron Frame/Angle Iron Frame on wall 200 Amps On angle iron frame 415V TP/TPN 117 Meter loop connection with 1.1 K.v. Gr. 3% core 14 core 10 Sqmm to 50 Sq mm. p.v.C.! XLPE insulated & sheathed and armoured Aluminium/Copper Cable from Meter to incomming TPN Main Switch 1 Terminal.d) For MAJOR RLI Schemei) 50 Sqmm 3% Core Aluminium Cable 118 Fitting & Fixing only MS sheet metal busbar Chamber on angle iron frame on wall 4 bars; 200 Amps 119 Supplying and Drawing with 1.1 KV, PVC flexible FR cables copper conductorconforming 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(i) 4Cx 25 sqmm Copper cable conforming to IS 694 in [100/200 A TPN switch to BUS-bar] 120 (ii) 3C X 16 sqmm copper cable conforming to IS 694[Busbar to 63 A, TP Main switch & 63 Amp TP Main switch to Motor starter] 121 (iii) 2 X 3C X 10 sqmm copper cable conforming to IS 694 in 32 mm GI conduit (lSI-Medium quality) [Star-Delta Motor starter to Motor] 122 Fitting & Fixing only Sheet Steel Main Switch (Rewirwable type)/ Change over on Flat IronFrame/Angle Iron Frame on wall. 63 Amps On angle iron frame 123 Fitting & Fixing only starters (for motor control) on flat iron frame / angle iron frame on wall (b) Star-Delta starter for motor (above 5 HP upto 15 HP) 124 Distribution wiring in 1.1 KV grade 2x22/0.3 (1.5 sqmm) single core stranded FR PVC insulated & unsheathed copper wire (Brand approved by EIC) in suitable size PVC casing-capping (Precision make) with 1x22/0.3 (1.5 sqmm) single core stranded FR PVC insulated & unsheathed copper wire for ECC, incl. necy. PVC clips, fittings etc. to light/fan/call bell point with piano key type switch (Anchor make) fixed on sheet steel fabricated switch board with Perspex/bakelite top cover on wall incl. necy. connections and making earthing attachment and mending good damages to building works. [PVC casing-capping and Switch board both on surface] 125 Excavation of soil for installation of Earth Electrode and filling & ramming.(a) For Soft Soil 126 Earthing with 50 mm dia GI pipe 3.64 mm thick x 3.04 Mts. long and 1 x 4 SWG GI (Hot Dip) wire (4 Mts. long), 13 mm dia x 80 mm long GI bolts, double nuts, double washers incl. S & F 15 mm dia GI pipe protection (1 Mts. long) to be filled with bitumen partly under the ground level and partly above ground level driven to an average depth of 3.65 Mts. below the ground level as below:(a)By TATA-Medium GI pipe Set Rs. 1,524.00 127 Supplying & fixing earth busbar of galvanized (Hot Dip) MS flat 25 mm x 6 mm on wall having clearance of 6 mm from wall including providing drilled holes on the busbar complete with GI bolts, nuts, washers, spacing insulators etc. as required 128 Connection the equipments to earth Busbar including S & F 8 SWG G.I wire of size as below on walls/floor with atiples buried inside floor/ walls required and making connection to equipments with bolts and nuts and washer, cable ling etc. Mending good damges.(a) Solid GI wire (iii) No. 8 SWG 129 Supply & Fixing EI danger board on wall(b) 20 cm x 30 cm (8x12) 130 Supplying and fixing Sheet steel Main Switches on flat iron frame on wall 240V DP with fuse on L&N 15/16 AHavells 131 GST @ 18% on every item from (Sl no 4.01 to 4.17) 132 Labour welfare Cess@1%on every item from(Sl no 4.01 to 4.18) 133 ENERGISATION: (Meterial Cost) PCC Pole 9 Meter Long (110030241) 134 PCC POLE 8M 135 M.S. CHANNEL 100 X 50 X 6 MM 136 M.S. CHANNEL 75 X 40 X 6 MM 137 M.S ANGLE 65 X 65 X 6 MM. 138 M.S. FLAT 65 X 6 MM 139 GI EARTH SPIKE 140 GI WIRE 5 MM 141 GI WIRE 4 MM (S/C) 142 STAY SET FOR LT 143 GUY INSULATOR (LT) 144 GI STAY WIRE 7/2 SWG 145 COND. ACSR 50 SQ MM 146 TRANSFORMER 63 KVA 147 POLYMER 11 KV PIN INSULATOR 148 L.A for 12 KV 149 XLPE CABLE 50 SQ.MM 4 CORE 150 ALLU SOCKET 120 SQ. MM 151 T.P.G.O ISOLATOR 11 KV 152 TURN BUCKLE 153 V BRACKET 11 KV 154 TOP ADOPTOR 11 KV 155 SHACKLE STRAP 156 D-IRON CLAMP 157 SHACKLE INSULATOR 158 Labour Cost:CONVERSION OF S/POLE TO S/Stn D.P 9 MTR 159 Erection of 8 mtr PCC Pole Single for LTOH Line 160 Erection of Stay Set for L.T Complete 161 Earthing Complete by driving of Earth Spike 162 Fixing of DTR Neutral Earthing with Supply of all mat. 163 Erection of 63 KVA DTR 164 Fixing of L.A for 12 KV 165 Fixing of 11 KV T.P.G.0 Isolator with fittings 166 Fixing of 11KV Pin insulator with pin 167 Fixing of LT Box Bkt 168 Fixing of LT Shackle Insulator 169 Fixing of NSC 3ph cons
