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| 1 | Construction of 12 NOS Prisoners High Security Barrack with incloser Wall at District Jail Sonbhadra District-Sonebhadra |
| 2 | CIVIL WORK |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.all kinds of soil |
| 4 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 5 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 6 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 7 | Making apron(with Drain & other )analysis 115x115mm |
| 8 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor:With Chlorpyriphos/Lindane E.C. 20% with 1% concentration |
| 9 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).Slab. |
| 10 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). Beam |
| 11 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) colums, rcc wall |
| 12 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)Foundation & raft |
| 13 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 14 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in S/S and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 15 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 16 | Providing and laying integral cement based water proofing treatment including preparationof surface as required for treatment of roofs, balconies, terraces etc consisting of followingoperations:(a) Applyinga slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoiningwallsupto300mm heightincludingcleaning the surface before treatment. |
| 17 | (b) Layingbrickbatswithmortarusing broken bricks/brickbats25mmto115mmsizewith50%of cementmortar1:5(1cement: 5 coarsesand)admixed with water proofingcompoundconformingto IS : 2645 andapprovedbyEngineer-in-chargeover20mmthick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixedwith water proofing compoundconformingto IS : 2645 and approved by Engineer-in-chargeto required slope and treating similarly the adjoining walls upto 300 mm height includingroundingof junctionsof walls and slabs. |
| 18 | (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofingcompoundconformingto IS : 2645 and approved by Engineerin- charge.(d)Finishingthesurfacewith20mmthickjointless cementmortarofmix1:4(1cement:4coarsesand) admixed with water proofing compound conforming to IS:2645andapprovedbyEngineerin-chargeincluding laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neatcementslurryandmakingpatternof 300x300mm square 3 mm deep. |
| 19 | (e) The wholeterraceso finishedshallbe floodedwith water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge : |
| 20 | With average thickness of 120 mm and minimum thickness at khurra as 65 mm. |
| 21 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 22 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 23 | 15 mm cement plaster on rough side of single or half brick wall of mix:1:4 (1 cement: 4 coarse sand) |
| 24 | 12 mm cement plaster(1) 1 cement : 6 C. sand |
| 25 | 15 mm cement plaster on rough side of single or half brick wall of mix:1:6 1 cement : 6 C. sand |
| 26 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. |
| 27 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. (40 mm flooring) |
| 28 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. (40 mm flooring) |
| 29 | Laying trimix hardner topping with mixing compound @ 2 liter per 50 kg of cement or as per manufacture\"s specification. |
| 30 | 20 mmCement plaster 1:4 (1 cement: 4 coarse sand) finished with a floating coat of neat cement. |
| 31 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 32 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 33 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour :New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre |
| 34 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 35 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : |
| 36 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 37 | Suspended floors, roofs, landings, balconies and access platform. with water proof ply 12 mm thick. |
| 38 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. with water proof ply 12 mm thick |
| 39 | Columns,Pillars, Piers, Abutments, Posts and Struts. |
| 40 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8m long complete as per standard design. |
| 41 | Providing and laying in position specified grade of reinforced cement concrete, including the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) for cc road. |
| 42 | Providing and laying in position bitumen hot sealing compound for expansion joints etc.Using grade \"A\" sealing compound. |
| 43 | Demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of Engineerin- charge. |
| 44 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 45 | Demolishing R.B. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in- charge. |
| 46 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 47 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to steel windows by welding (hold fast) |
| 48 | P/Laying of cc road as per direction by engineer in charge complete work. |
| 49 | P/Making drain 450X450mm size drain complete work. |
| 50 | ELECTRICAL WORK |
| 51 | All wiring Item FRLS including provision of conduit, conduit accsories , circuit wiring, switch, box and all fitting completed as required. |
| 52 | Wiring for light point / fan point /exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC Conduit, with modular switch,modular plate ,suitable GI Boxand earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. |
| 53 | a) Group A |
| 54 | Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper condutor single core cable in surface / recessed PVC conduit 2 way modular switch,modular plate,suitable GI box and earthing the point with 1.5 sq.mm .FRLS PVC insulated copper conductor single core cable etc as required. |
| 55 | Wiring for light /power plug with 2x4 sq.mm FRLS PVC insulated copper conductor single core cable in surface /recessed PVC conduit along with 1 No 4 sq.mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. |
| 56 | Wiring for circuit/submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor single core cable in surface/recessed PVC Conduit as required. |
| 57 | 2x1.5 sq.mm + 1x1.5 sq.mm earth wire |
| 58 | 2x2.5 sq.mm + 1 x 2.5 sq.mm earth wire |
| 59 | 2 x 4 sq.mm + 1 x 4 sq.mm earth wire |
| 60 | Supplying and fixing modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc as required. |
| 61 | 5/6 amps switch |
| 62 | Supplying and fixing of following sizes of medium class PVC conduit along with acessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. |
| 63 | 25 mm |
| 64 | 32 mm |
| 65 | Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/ Isolator) |
| 66 | 8 way (4+24) Double door |
| 67 | Supply and fixing 5 amps to 32 amps rating.240/415 volts.\"C\" curve miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections,testing and commisioning etc.as required |
| 68 | a) Single pole |
| 69 | Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity 30 milliamperes in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 70 | a) 63 amps |
| 71 | Earthing with G.I earth plate 600 mm x 600 mm x 6 mm thick including accessories and providing masonary enclosure with cover plate having locking arrangement and watering pipe of 2.7 mtr longetc.with charoal or coke and salt as required. |
| 72 | Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) |
| 73 | Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required. |
| 74 | Supllying, Installation, Testing & commisioning offollowing type LED reccesed/surface mounted light fixture made of Aluminium die cast, proper heat sink, minimum 90Lm/W complete in all aspects as mentioned in this tender. With 5 Years Warranty on LED and Driver |
| 75 | b) Bracket Light |
| 76 | c) 18W LED Tubelight |
| 77 | Supplying of 305 mm 1400 RPM exhaust fan complete with louver and bird guard screen with 3 core flexible wire as required. |
| 78 | Supplying ofceiling fan/bracket fans, complete with blades with suitable length of down rods shackle insulator earthing point including connection etc . as required. |
| 79 | a) 1200 mm sweep |
| 80 | Installation, testing and commissioning of pre-wired, fluorescent fitting / compact fluorescent fitting of all types, with all accessories and tube etc. directly on ceiling/ wall, including connection with 1.5 sq. mm FR PVC insulated, copper conductor, single core cable and earthing etc. as required. |
| 81 | Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable etc. as required. |
| 82 | Installtion of exhasut fan up to 450 mm sweep in the existing opening, including making the hole to suit the size of the abvoe fan, making good the damage, connection testiing and commissioning etc as requried |
| 83 | Extra for fixing the louvers/ shutters complete with frame for a exhaust fan of all sizes. |
| 84 | Supplying and fixing stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc.as required. |
| 85 | CHAPTER 3:LT PANELS |
| 86 | Supply, installation, testing and commissioning of indoor/outdoor floor mounted/ wall mounted, IP43/IP65, IEC 61439 factory built, modular, sectionalised, compartmentalized, extendable type LT cubicle panel of suitable size suitable for operation on 433/415 volts, 50 Hz AC 3 phase 4 wire supply system fabricated from CRCA sheet steel of 2mm thick for frame work and covers, 3mm thick for gland plates with stiffeners wherever required, having vibration free structure chemically treated with seven tank process or better before painting for surface treatment and powder coated in approved shade, with suitable electrolytic grade high conductivity bus bars extensible, DMC/ SMC (whichever is superior) bus bar supports, with short circuit withstand capacity as mentioned ,bottom base channel of section not less than 100mmX 50mmX 5 mm thick, fabrication shall be done in transportable sections, entire panel shall have a common earth bar of required size at the rear with 2 Nos. earth stud, connections and interconnection with solid conductor wires / copper strips, neutral links, control wiring with 1.5 sqmm. & 2.5sqmm. PVC insulated FRLS copper conductor S/C cable for voltage & current respectively, including providing and fixing following switch gears and as per schedules ,technical specifications etc.complete as required. |
| 87 | Supply, installation, testing and commissioning of Main EM LT Panelas per SLD ,technical specifications etc.complete in all respect so as to fulfill all as required. |
| 88 | INT.SANITARY |
| 89 | Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100mm sand cast iron P or S trap, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fitting and fixtures completed including cutting and making good the walls and floors wherever required. |
| 90 | White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests |
| 91 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :Range of two urinal basins with 5 litre white P.V.C.automatic flushing cistern |
| 92 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. |
| 93 | Providing and fixing PTMT grating of approved quality and colour. Circular type:125 mm nominal dia with 25 mm waste hole |
| 94 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 15 mm nominal bore |
| 95 | Providing & fixing soil, waste and vent pipes. |
| 96 | a) 100mm dia centrifugally cast iron S & S pipe. |
| 97 | b)75mm dia centrifugally cast iron S & S pipe. |
| 98 | Providing lead Caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fittings of diameters. |
| 99 | 100 mm |
| 100 | 75 mm |
| 101 | Providing & fixing M.S. holder bat clamps of approved design to sand cast iron/centrifugally cast (Spun) iron S & S pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement : 2 coarse : 4 graded stone aggregate 20mm nominal size).Including cost of cutting holes & making good the walls etc. |
| 102 | a) for 100mm dia pipe. |
| 103 | b) for 75mm dia pipe. |
| 104 | Providing & fixingcast iron coller. |
| 105 | a) 100mm dia. |
| 106 | b)75mm dia. |
| 107 | Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors :100 mm inlet and 75 mm outlet : Sand cast iron S&S as per IS - 3989 |
| 108 | 110mm dia |
| 109 | Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete. |
| 110 | a) 100mm |
| 111 | b) 75mm |
| 112 | Providing and fixing centrifugaly cast iron single equal plain junction of required degree. |
| 113 | 100x100x100mm |
| 114 | 75x75x75mm |
| 115 | Providing and fixingcast iron terminal guard. |
| 116 | 100 mm |
| 117 | 75 mm |
| 118 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. |
| 119 | Providing and fixingGI pipes complete with GI fittings and clamps, including cutting and making good walls etc. (internal work). |
| 120 | Internal work-Exposed on wall |
| 121 | 20mm dia nominal bore |
| 122 | 25mm dia nominal bore |
| 123 | 32mm dia nominal bore |
| 124 | Painting GI pipes and fittings with SYNTHETIC enamel paint over a ready mixed priming coat, both of approved quality for new work. |
| 125 | 20mm dia nominal bore |
| 126 | 25mm dia nominal bore |
| 127 | 32mm dia nominal bore |
| 128 | Concealed pipe including painting with anticorrosive bitumatic paint, cutting chases and making good the wall. |
| 129 | (internal work) |
| 130 | Exposed on wall |
| 131 | a) 15mm dia nominal outer dia pipes |
| 132 | a) 20mm dia nominal outer dia pipes |
| 133 | Providing & fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end) |
| 134 | 25 mm nominal bore |
| 135 | 32 mm nominal bore |
| 136 | Providing and fixing ballvalve (brass) of approved quality complete. (High or low pressure with plastic floats). |
| 137 | 25 mm nominal bore |
| 138 | Providing & fixing 15 mm nominal bore CP brass bib cockof approved quality conformingtoIS 8931. |
| 139 | Providing and fixing 15 mm nominal bore C.P brass long nose bib cock of approved qualityconforming to IS standardsandweighing notlessthan 810 gms. |
| 140 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and makingnecessaryholes for inlet, outlet and overflow pipes but without fittingandbasesupportfor tank. |
| 141 | 1000 litres capacity |
| 142 | Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m.including getting out the excavated soil & then returning the soil as required, |
| 143 | in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. |
| 144 | a) Pipes 80mm to 300mm diameter. |
| 145 | Providing, laying and joining glazed stone ware pipes grade \"A\"with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. |
| 146 | 100 mm diameter |
| 147 | Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design. |
| 148 | 100 mm diameter |
| 149 | Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design |
| 150 | Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). |
| 151 | With FPS bricks of class designation 75 |
| 152 | (i) For Sewer Line |
| 153 | Extra for depth of man hole size 90x80 cm |
| 154 | Providing and fixing square mouthS. W. Gully trapgrade `A\" complete with C.I. gratingbrickmasonry chamber with F.P.S bricks and water tight CI cover with frame of 300 x 300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design |
| 155 | 180 x 150 mm. size P type |
| 156 | Providing orange colour safety foot rest of minimum 6mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS: 1786 having minimum cross section as 23 mm x25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruded legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactures\"s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) complete as per design. |
| 157 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. |
| 158 | 15mm |
| 159 | 20mm dia nominal bore |
| 160 | 25mm dia nominal bore |
| 161 | Providing, fixing, jointing and testing,uPVCSWR pipes, - type B conforming to IS : 13592to wall, ceiling and floor, approved quality, complete, for soil, waste & rain water drain including pushfit jointing with seal ring. (i) Single socketed pipes. |
| 162 | Internal Toilet (Soil & Waste Pipe) |
| 163 | 75 mm |
| 164 | 110 mm |
| 165 | EXT. SANITARY |
| 166 | Excavating trenches of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as directed, within a lead of 50m. |
| 167 | All kinds of soil |
| 168 | Pipes, cables etc. exceeding 80mm dia but not exceeding 300mm. |
| 169 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. |
| 170 | 50 mm nominal dia Pipes |
| 171 | 32 mm nominal dia Pipes |
| 172 | Providing & fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end) |
| 173 | 32 mm nominal bore |
| 174 | 50 mm nominal bore |
| 175 | Providing and fixing ballvalve (brass) of approved quality complete. (High or low pressure with plastic floats). |
| 176 | 25 mm nominal bore |
| 177 | Add extra 7% jail henderance charge as a applicable. |
| 178 | GST Extra as applicable |
