Tender For Purulia Hingnara Govt. Owned Major Rli Under Kalyani (Agri-Mechanical) Division Under Core Sector Programme; 1 PART- A315 mm dia P.V.C pipeclass-I ( with a loose matching coupler) marking IS No. 4985/1988 with latest amendments with free solvent cement. 2 200 mm. dia P.V.C. pipe Class- I ( with a loose matching coupler) marking IS No. 4985/ 1988 with latest amendments with free solvent cement. 3 140 mm. dia P.V.C. pipe Class- I ( with matching coupler ) marking IS No. 4985/1988 with latest amendments with free solvent cement. 4 140 mm. dia P.V.C. pipe Class-II ( with a loose matching coupler) marking IS No. 4985/ 1988 with latest amendments with free solvent cement. 5 200X200X200 mm dia P.V.C. Equal Teewith free solvent cement. 6 140X140X140 mm dia P.V.C. Equal Tee with free solvent cement. 7 315 mm. dia (IS.No. 10124/88 Part- 8 with latest amendment) F.T.P. 8 200 mm.. dia ( IS. No. 10124/ 88 Part- 6 with latest amendment) F.T.P. 9 160 mm. dia ( IS. No 10124/88 Part- 6 with latest amendment) F.T.P.. 10 200 X 140 mmdia.P.V.C. Reducer (Class-II) with free solvent cement. 11 160 X 140 mmdia.P.V.C. Reducer (Class-II) with free solvent cement. 12 200 mm. dia 600 ( IS. No. 10124/88 Part- 8 with latest amendment )bend 13 140 mm. dia 900(IS. No. 10124/ 88 Part- 8 with latest amendment) bend 14 140 mm. dia 600( IS No. 10124/ 88 Part- 8 with latestamendment ) bend 15 200 mm. dia IS. NO. 10124/ 88 Part- 4 with latestamendment End cap. 16 140 mm. dia IS. NO. 10124/ 88 Part- 4 with latestamendment End cap. 17 Extra Coupler for 315 mm. dia P.V.C. pipe(extra) IS. 10124/1988 with latest amendments with free solvent cement. 18 Extra Coupler for 200 mm. dia P.V.C. pipe ( extra) I.S. 10124/1988, Part- II with free solvent cement. 19 Extra Coupler for 140- mm. dia P.V.C. pipe (extra) I.S 10124/ 1988, Part- IIwith free solvent cement. 20 150 mm diaISI marked P.V.C.Flexible Hose pipeas per IS 15265 21 M.S. Quadrupped Set and Inlet & Outlet Pipe Fittings(2 nos.chamber for 1 set) . 22 150 mm. dia I.S.I. mark and specification Pn- 1.4 ,C.I sluice valve 23 C.I. Foot valve ( 150 mm. dia) heavy duty flange type W/t. 28 Kg + 5% IS: 4038/1986 with latest amendment ISI marked (FlangeType). 24 150 mm dia CI Alfa-Alfa Valve as per specification (IS) 25 G.I150 mm dia 90º bend (With priming arrangement) ISI mark 26 G.I150 mm dia 90º bend both end flanged as per IS Specification 27 G.I150 mm diaE.R.W. Pipe with flange 28 150 mmφ M.S. Hose Clamps5 mm thickness 45 mm width fitted with bolts & nuts. 29 150 mm. dia CI Combined Nipple both end grooved with5 nos.grooves in each side, with 3 coat anticorrosive paint on outer surface 30 For Distrubution Chamber Total length of the Bolt is 375+10 mm having welded head 80+10 mm in length & 20 mm in nominal,he average weight of such Bolts to be 1.5 Kg per Bolt.For Distrubution Chamber 31 For Electro motor Pump Sets5/8x10 with Nut & 2 nos Washer The average weight of such Bolts to be 1.1kg per Bolt 32 M.S. Nuts & Bolts as per IS: 1363(Part 1 7& 3) /1992 M 20x80 mm.[Number of bolt in 50 Kg = 159 nos] 33 M 20x100 mm.[Number of bolt in 50 Kg = 138 nos] 34 M.16x65 mm[Number of bolt in 50 Kg = 308 nos] 35 M 16x80 mm [Number of bolt in 50 Kg = 270 nos] 36 M.16x90 mm [Number of bolt in 50 Kg = 250 nos] 37 150mm dia Foot valve lather washer.Brand:Imperial/Techno 38 Supply of Compressed Asbestos Fibre jointing made from 5 mm thick red jointing sheet as per I.S.2712/1998 Grade W/3 FYSAX AMJ 321.Gasket for raised surface of M.S.Flange as per I.S.6392/71 500mm.dia(Table-5) 39 Supply & transport of Rubber Insertion 5 mm thick with proper reinforcement 2 Ply conforming to I.S.638/79 with ISI Mark with latest ammendments duly ISI Marked suitable for M.S. Flange as per I.S.6392/71 with standard drilled holes (Table-11.17).300 mm dia( Table-11) 40 300 mm dia( Table-5) 41 200mm.dia( Table-11) 42 200mm.dia( Table-5) 43 150mm.dia( Table -17) 44 150mm.dia( Table -5) 45 80 mm.dia(Table-17) 46 Extra Solvent cement I.S.14182-1994 with latest amendments 47 20 H.P Electro motor Pump set having capacity of 210 cubic meter per hour discharge at 18 meter total head. The Motor shall be designed for operation at 415 V (±6%), 3 Phase, 50 Cycles per Sec (±3%), AC supply 1500 RPM.The motor shall be TEFC & as per IS325/1996 with latest amendments there of. The Pump (NW-12D of size 150×150 mm) shall be horizontal, single stage, split casing as per IS6595/1993 with latest amendments there of. Pump should be directly coupled with motor & mounted on a common fabricated MS base frame.(i) 20 H.P. ,200 m³/hr,18m head. 48 20 HP 3Ø Electromagnetic Star-Delta motor controllers with 4 pole heavy duty power contractor, single phasing preventer and normal protective features, MCB, Indicators, push buttons, Ammeter & Voltmeter, all in IP54 enclosure of min 16swg. CR sheet steel, 10 tank process powder coat painted and as per technical specification. (Oil Immersed) 49 Supply of 200Amp four pole Busbar chamber with Copper bars of 30 cmX2.5cmX0.6cm provided with requisite bolts (with insulated cap), nuts, washers in CRCA sheet metal enclosure of thickness 17 swg (1.22mm) having dimension of 36cmX29cmX15cm with rating & WRDD letter embossed on cover, with continuous welded smoothly chamfered edged, dust and vermin proof, stove enameled/ powder coat painted and with raised mounting arrangement. 50 Sheet metal enclosed rewireable type Fuse, Main Switch, 415 V 3 v Phase , 50 cycles A.C. supply conforming to IS 60947 (Part-3) /1993 for 200 Amp TPN. 51 Sheet metal enclosed rewireable type Fuse, Main Switch, 415 V 3 v Phase , 50 cycles A.C. supply conforming to IS 60947 (Part-3) /1993 for 63 Amp TPN. 52 MS Fabricated base plate /chasis without coupling suitable for 20 HP Motor & Pump Set, Channel Size 100 mm X 50 mm, Both sides welded, 8 nos Drill hole and sloting & 6 nos Foundation drill holes (Total 14 nos) as per drawing/Direction of EIC 53 Supply of 1.1 KV grade 3½ core 50 sq. mm. PVC insulated Al conductor armoured cable as per IS:7098 (Part-I)/1998 having IS mark 54 TOTAL PART-A 55 PART- BEarthwork 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, as directed and including trimming the sides of trenches, leveling, dressing and ramming the bottoms, bailing or pumping out of water etc. as required complete.Depth of excavation not exceeding 1.5 metre (not required shoring). 56 Earthworkinexcavation offieldtrenchesasperdesign section&alignmentforlayingofpipelines( PVC,RCC,ACPetc)uptoadepthof1500mminallsorts ofsoilincludingremoving,spreadingorstackingextra earthasdirected.Theincludesnecessarytrimmingthe sides of trenches, leveling dressing and ramming the bottombailingoutwaterasrequiredcomplete. 57 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.) 58 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. 59 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. a.315 mm. dia 60 b.200 mm. dia 61 c. 140 mm. dia 62 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. 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= 40KM), 64 Cement concrete with graded jhama khoa (30 mm size) excluding shuttering In ground floor and foundation.(1:3:6) proportion 65 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.(i) Pakur variety(Stack yard to site distance= 40KM) 66 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 325mm. to 30 mm. thick wooden shuttering as per decision & direction of Engineer-In-Charge. 67 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 I.SAIL /TATA /RINL, 68 Brick work in cement mortar (1:6) with first class kiln burnt bricks including racking out joints, scaffolding and other incidental works etc. complete in foundation and plinth. 69 12.5 cm. thick 1st class brickwork in cement mortar (1 : 4) in ground floor including, scaffolding, racking out joints etc. complete. 70 15 mm thick plaster (to wall, floor, ceiling etc.) with (1:4) 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 15 mm thick (1:4) proportion. 71 20 mm thick plaster (to wall, floor, ceiling etc.) with (1:4) 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 20 mm thick (1:4) proportion. 72 Neat cement punning about 1.5 mm. thick in wall dado, floor, drain, door and window sill etc. complete. 73 Labour charges for fitting and fixing and laying , where necessary offollowing 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. 1a) 150 mm dia E.R.W Pipe. 74 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). 75 Labour charges for fitting & fixing of 150 mm dia Sluice Valve. 76 Labour charges forfittingfixing 150mmdiaalfaalfa valvewith160mmdiaP.V.C.riserpipewiththehelpof flanged PVC tail pieceby jointing thePVC endof tailpieceandriserpipewithcouplerandflangedendof tailpieceandalfaalfavalvewith rubber insertion,nut&boltsetc.complete. 77 Labour charges for fitting fixing PVC riser pipe with 160/140 mmdiaM.S/PVC.90deg.bendbyusingPVC tailpiece. 78 Labourchargesforfittingfixing200 mmx200mmx 160/200mmor140 mmx140mmx160/140mmPVC teewith150mmdiaM.S.extensionpipeusingbyPVC tailpiece. 79 Labour charges for fitting, fixing (150 mmx200 mm) dia MS expander with 200 mm dia UPVC pipe with the help of PVC flanged tail piece by joining flanged end of tail piece and expander with rubber insertion nuts and bolts and P.V.C end of tail piece with 200 mm dia. UPVC pipe with coupler all complete. 80 Supplying, fitting and fixing including transportation of sign board for identifing the exact location of Major RLI scheme ( one at rode side and other at site) the board will be made 3 mm thick MS plate of 300 mm X 600 mm and fitted and fixed on 50 mm GI Pipe of IS 1239/90 (part-I) including cutting, welding and writting of both sides of Sign board. Base - Yellow, and ward - Red. Both bottom end of the stands pipe will be grouted in 1:2:4 CC on a single brick flat soilng. This will include one materials and labour complite as per drawing and direction of EIC. 81 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. 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 atleast 4 (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 Transportation of Diesel Engine pumping set / Electro-Motor pumping set for Major R.L.I. of any make/brand with necessary fixtures viz. M.S. bend, M.S. Pipes, Rubber Hose Pipe, Manifold, Surge tank, foot valve, non-return valve, tail piece, hose clamp, sluice valve, priming chamber etc. over Pucca/Kancha road from Sub-Divisional Store to worksite excluding loading at the lifting point and unloading at the delivery point.(a) Distance upto 50 km. 84 Installation ofDiesel Engine /Electro-Motor pumping set of any make / brand and for RLI scheme on pump foundation over SAL sleeper (to be supplied departmentally) by fixing nuts and bolts and making connection of suction hose and foot valve with necessary fittings at the inlet end of the water pump and fitting fixing of 90°M S priming bend, sluice valve and delivery hose with all necessary fittings at the delivery end of the water pump, duly connected with the pipe line, maintaining proper alignment and level including cutting holes on the wall of the pump house where necessary, mending good damages after completion of the works as per direction of Engineer-in-charge. (Pump set and all accessories will be supplied departmentally). 85 Extra transportation charges for carrage of constructional materials forWTA & PHby Cart / Boare/ Head load @ 4% of actual execution of items (Except item no 1,2,3,17 18,24 ,26,27,28 ) 86 Total PART- B 87 PART- C : Laying only Cable upto 50 sqmm through existing RCC/Hume/ GI Pipe/open masonary trench for single, 2, 3, 3½ & 4 core 88 Supplying and fixing 15/16 A (Havells Make, 240V DP with fuse on L&N) Sheet steel Main Switches on flat iron frame on wall. 89 Supplying & Fixing bulk head light fitting (Havells make) with die cast aluminium housing & frosted glass on wall/ceiling incl. S&F 8watt CFL lamp complete set. 90 Wiring from 15/16A DPIC main switch to Busbar box in 1.1 KV grade single core stranded FR PVC insulated & unsheathed copper wire (Brand approved by EIC) of following sizes in 25mm PVC casing-capping (Precision make) incl. necy. PVC clips, fittings etc. (c) 2 x 36/0.3 (2.5 sqmm) + 1 x 22/0.3 (1.5 sqmm) 91 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](b) Average run 6 mtr. 92 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 5A 3 pin flush type plug socket with piano key type switch (Anchor make) fixed on sheet steel fabricated CRC MS switch board with bakelite / perspex (wall matching color) top cover of 3 mm thick flushed in wall by housing the board after cutting brick wall incl. necy. connection making earthing attachment, painting and mending good damages to building works [PVC casing-capping and plug box both on surface] (b) Average run 1.5 mtr 93 MOTOR INSTALATION & WIRING: 3 ɸ Wiring ( Motor Wiring )-Fixing only TPN switch fuse units in Sheet Steel enclosure with HRC fuses on angle iron frame on wall for 32A to 400A. [Main switch will be supplied departmentally] 94 Fixing only 63 Amps 415V TP/TPN Sheet Steel Main Switch (Rewireable type)/ Change over on Flat Iron Frame/Angle Iron Frame on wallOn angle iron frame. [Main switch will be supplied departmentally] 95 Fixing only MS sheet metal 4 bars 200 Amps busbar Chamber on angle iron frame on wall.[Busbar will be supplied departmentally] 96 Fitting & fixing of(DOL or Start- Delta/Auto-Transformer) with Nuts & bolts fixed on Angle iron frame on wall and making necessary connection with the electrical equipments(ii) Star-Delta/Auto-Transformer Starter (above 15 HP upto 25 HP) [Starter will be supplied departmentally] 97 Fixing Volt meter(1 No.),Ammeter (2 No.) and Selector switch(1 No.) with necessary screws and other fixing materials including making holes where necessary and making connections.[Voltmeter,Ammeter & Selector switch will be supplied departmentally] 98 Supplying, fitting & fixing 350 mm x 250 mm x 25 mm size Wooden Plank on wall (for fitting & fixing of electrial equipments as necessary on the plank). 99 Supplying and drawing with 1.1 KV, PVC flexible FRcables Cu conductor conforming to IS:694 in suitable size with fitting & fixing on wall/Kiosk Box including making necessary connection to the prefixed devices with all necessary accessories like saddle, screw, clips, gland, socket etc. conforming to IEE Regulation and asper direction of EIC. (Brand: Gloster/Havells/Finolex)(a) For Major RLI (i) 4CX25 sq.mm Cu cable conforming to IS:694 in [100/200Amp TPC Switch to Busbar] 100 (ii) 3CX16 sq.mm Cu cable conforming to IS:694 in [Busbar to 63 Amp TP Main Switch and 63 A TP Main Switch to Motor Starter and Busbar to Voltmeter/Ammeter/Selector switch] 101 (iii) 2X3CX10 sq.mm Cu cable conforming to IS:694 in 32 mm GI Conduit (ISI Medium Quality) [Star-Delta Motor Starter to Motor] 102 Supply & Fixing EI danger board on wall(b) 20 cm x 30 cm (8x12) 103 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 ISI-Medium GI pipe 104 (a) 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.(0.4 x 2pc) 105 Connecting the equipments to earth busbar including S & F GI (Hot Dip) wire of size as below on wall/floor with staples buried inside wall/floor as required and making onnection to equipments with bolts, nuts, washers, cable lugs etc. as required and mending good damages.a) Solid GI wire (iii) No. 8 SWG 106 Supplying & Fixing 12 Heavy guage Aluminium conical shade of approved make 107 Finishing the end of following XLPE/PVC armoured cables by crimping method incl. supplying and fixing solderless socket (Dowels make), tapes, anticorrosive paste & jointing materials :(x) 4 core 6 sqmm cable 108 Insulation testing of internal wiring of Pump House/Kiosk Box including wiring of electric Motor & other ancilary equipments by means of Megger. 109 Carrage of materials (To be supplied Departmentally from Sub-Divisional Store to Work Site) 110 Considering Extra Rates @3% for Nadia District & applicable for PWD Schedule item only 111 TOTAL PART C : 112 18 % GST ON TOTAL(except item no 88) 113 PART - D : Survey of H.T.O.H. Line 114 Survey of L.T.O.H. Line 115 Erection of single Pole complete with all fittings ie V Bracket, Top Adaptor Etc. and foundation bolt but without any insulator for HV OH Line upto 33 KV -Solid PCC Pole 9 Mtr. Lg 116 Erection of single Pole complete with all fittings ie V Bracket, Top Adaptor Etc. and foundation bolt but without any insulator for HV OH Line upto 33 KV -Solid PCC Pole 8 Mtr. Lg 117 Erection of HT Stay Comp 118 Erection of LT Stay Comp 119 Earthing Complete 120 Fixing of Disc Insulator 11 KV 121 Fixing of 11 KV PIN Ins 122 Extention of Pole (PCC Pole) 123 Fixing of C.G. Bracket (single Pole) 124 Strringing and Sagging with ACSR 50 sqmm, 3 wire 125 string of G.I. Wire (1 wire) 126 Drawal of Lead wire (2 wire) 30-60 MT 127 Fixing of cross lacing 128 Tee-off on single pole 129 Erection of S/Stn DP with fittings 9 MT PCC Pole 130 Fixing of TPGO Isolater 11 KV 131 Erection of 63 KVA DTR 132 Fixing of L A Set (12 KV) 133 Fixing of Shackle Ins. 134 M.S. channel 100X50mm 135 M.S. channel 75X40mm 136 M.S. angle 65X65X6 mm 137 M.S. flat 65X6 mm 138 11KV Polymer Comp. WH FTTG PIN INSL 5 KN 139 11KV Polymer Comp. WH FTTG PIN INSL 5 KN 140 11KV Polymer Comp. WH FTTG PIN INSL 5 KN 141 G.I. wire 4 mm. 142 G.I. wire 5 mm. 143 GI stay wire 7/3.15MM 144 GI stay wire 7/2.5MM 145 COND ACSR RBT 50 mm 146 DTR 63 KVA 11/0.433KV, 3PH O/D 147 1.1KVPVC4C 50MM AL cable 148 LA12KV(5KA) for 11KV 149 PCC pole 9 Mtr. 150 PCC pole 8 Mtr. 151 ISL 11KV Disc 200A TPGO 152 GI STAY SET HT (1830×20 MM) WRKG LD-7900 KG 153 GI STAY SET LT (1680×16 MM) WRKG LD-5100 KG 154 GI EARTH SPIKE 1833×20 MM 155 Turn buckle 18X3/4 156 D iron clamp 157 porcelain shackle insulator 3X3 1/2 158 porcelain guy insulator HT 159 porcelain guy insulator LT 160 UPPER CLAMP FOR BRACKET 161 LOWER CLAMP FOR BRACKET 162 Material Cost 163 Labour Cost 164 Total: 165 Supervision claimed by WBSEDCL 166 Cess 1% of total 167 Total 168 Security Deposit 169 TOTAL PART - D 170 TOTAL OF (B + C ) 171 18 % GST ON TOTAL OF (B ) 172 TOTAL OF (B + C) + 18 % GST 173 1 % LABOUR CESS ON [TOTAL OF (B + C) 174 TOTAL INCLUDING LABOUR CESS (E) 175 GRAND TOTAL [ TOTAL A+D+E] 176 say
