Tender For Toilet construction work near Chhath Ghat in village Bajha Chota Tola - Civil Work 2 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. 3 Filling By carted earthin trenches, plinth, sides of foundation, campus etc. in layers not exceeding 20 cms in depth, consolidating each deposited layer by ramming and watering including lead upto 50 m & lift upto 1.50 m. 4 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 5 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone ggregate 40 mm nominal size derived from natural sources) 6 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 naturalsources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) footing 7 Reinforced cement concrete work in beams, suspended floors, roofshaving 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). plinth beam 8 Reinforced cement concrete work in walls (any thickness), includingattached 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 andreinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from naturalsources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources)column 9 Reinforced cement concrete work in beams, suspended floors, roofshaving 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). lintel beam 10 Reinforced cement concrete work in beams, suspended floors, roofshaving 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 beam 11 Reinforced cement concrete work in beams, suspended floors, roofshaving 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).roof beam 12 Foundations, footings, bases of columns, etc. for mass concrete 13 Columns, Pillars, Piers, Abutments, Posts and Struts 14 Lintels, beams, plinth beams, girders, bressumers andcantilevers 15 Suspended floors, roofs, landings, balconies and accessplatform 16 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) 17 Brick Work with common burnt clay ( non modular) bricks of class - 150 in superstructure above plinth level up to floor V level in all shapes and sizes in: Cement mortar 1:6 ( 1 cement : 6 coarse sand) 18 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class - 150 in superstructure above plinth level up to floor V level. Cement mortar 1:4 (1 cement :4 coarse sand) 19 Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. 20 Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and alround the coloumn pitswall tench basement excavation top surface if plinth filling junction of wall and floor along the external perimer of binding expansion joints,surrounding of pipes and conduits etc.complete(plinth area of the building at ground floor only shall be measuredas per I.S.6313(Part ll 1981) aldrine emulsifiable concrete or any other approved material such as hepthachlor or chlordance will be used. The rate of application of chemical emulsion shall be as follows:-(1) treatment for masonary & foundation 5 litres per sq.m. (2) back fill in immediate contract with foundation 7.5 litre per sq.m (3)treatment of top surface of plinth filling 5 liters per sq.m.(4) treatment of soil along external parameter of building 7.50 lire per sq.m. 21 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. 22 Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete :. 250mm x 16mm . 23 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 250mm x 10mm . 24 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 125 mm 25 Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). 26 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 27 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 28 12 mm cement plaster of mix1:6 (1 cement: 6 coarse sand) 29 12 mm cement plaster of mix1:6 (1 cement: 6 coarse sand) 30 6 mm cement plaster 1:3 (1 cement : 3 fine sand) finished with afloating coat of neat cement and thick coat of Lime wash on top ofwalls when dry for bearing of R.C.C. slabs and beams. 31 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two or more coats) over and including water thinnable priming coat with cement primer 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 Providing and applying plaster of paris putty of 2 mm thickness overplastered surface to prepare the surface even and smooth complete. 34 Applying priming coat over new steel and other metal surfaceupto lo cm.Inwidthorgirthorsmallnot exceeding 0.10Sqmarea after aridincludingpreparingthesurfaceby thoroughly clearing oil, grease, dirt and other foreign matter and scoured with wire brushed, fine steel/wood. Scrapper, sand papering and knotting including cost of all materials, labour T&P etc. requiredfor proper completion of work. 35 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 36 Providing and laying ceramic glazed floor tiles of size 300*300mm 37 Wiring for light point/fan point/ exhaust fan/call bell point with 1.5 sqmm. FR PVC insulated copper conductor single core cable in Surface/ recessed medium class PVC conduit, , with modular switch, modular plate, suitable G.I. box and earthing the point with 1.5sqmm FR PVC insulated copper conductor single core cable etc as required. Group B 38 Wiring for twin control light point with 1.5 sqmm. FR PVC insulated copper cunductor single core cable in Surface/ recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable size G.I.box and earthing the point with 1.5sqmm FR PVC insulated copper conductor single core cable etc. as required. 39 Supply and fixing of suitable size GI box with modular plate and cover in front on surface or inrecess, including providing and fixing 3 pin 5/6 amps. modularsocket outlet and 5/6 amps. modular switch, connection, painting etc. as required. 40 Supply and fixing of suitable size GI box with modular plate and cover in front on surface or inrecess, including providing and fixing 6 pin 15/16 & 5/6 amps. modularsocket outlet and 15/16 amps. modular switch, connection, painting etc. as required. 41 Supply and fixing 20 amp, 240 volts, SPN industrial Type, socket outlet ,With 2 pole and earth ,metalenclosed plug top along wth 25/32 amp. `C` series SP,MCB , in sheet steel encosure, on surface or in recess with chained metal cover for the socket out letand complete with connections, testing and commissioning etc. as required. 42 Supply and fixing of stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 43 Wiring for circuit/sub-main wiring along with earth wire with the following size of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVCconduit as required. 2X1.5 sqmm + 1x1.5 sqmm earth wire 44 Wiring for circuit/sub-main wiring along with earth wire with the following size of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVCconduit as required. 2X2.5 sqmm + 1x 2.5 sqmm earth wire 45 Wiring for circuit/sub-main wiring along with earth wire with the following size of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVCconduit as required. 2X4.0 sqmm + 1x 4.0 sqmm earth wire 46 Wiring for circuit/sub-main wiring along with earth wire with the following size of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVCconduit as required. 2X6.0 sqmm + 1x 6.0 sqmm earth wire 47 Wiring for circuit/sub-main wiring along with earth wire with the following size of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVCconduit as required. 2X10.0 sqmm + 1x 6.0 sqmm earth wire 48 Supplying and fixing followingway, prewired SP&N MCB distribution board of sheet steel for 240 volts on surface /recess completewithloose wire box, terminal connection for all incoming and outgoing circuit,duly prewired with suitable size FR PVC insulated copper conductor up to terminal block, tinned copper busbar, neutral link, earth bar, din bar,detachable gland plate, interconnections, powder painted including earthing etc. as required (But without MCB / RCCB / Isolators). 6 way , Double door 49 Supplying and fixing 5 amps. to 32 amps. rating, 240 volts `C series,miniature circuit breaker (MCB) suitable for inductive load offollowingpolesin the existingMCBDBcomplete with connections, testing andcommissioning etc. as required. 6/32 ampsSingle Pole 50 Supplying and fixing single pole, blanking plate in the existing MCB DB complete etc. as required. 51 Installation, testing and commissioning of prewired, flourescent fitting / compact fluorescent fitting of all types, complete with all accessories and tubes etc. directly on ceiling / wall, including connection with 1.5 sq. mm. PVC insulated, copper conductor, single core cable etc. as required. 52 Installation, testing and commissioning of ceiling fan including wiring the down rod of standard length (upto 30 cm.) with 1.5 sq. mm. FR PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required. 53 Installation of exhaust fan p in the existing opening, including making good the damage, connections, testing, commissioning etc. as required. upto 450 mm swee 54 Extra for fixing the louvers / shutters complete with frame fro exhaust fans of all sizes. 55 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, Parryware/Hindware/Seabird/Orient (Coral) with all fittings and fixtures complete including cutting and making good the walls and floors wherever required. White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests 56 Providing & fixing white vitreous china wash basin with C.I. brackets painted white, 15 mm C.P. brass pillar taps, C.P. brass chain with rubber plug, 32mm C.P. brass waste of standerd pattern including cutting & making good the walls wherever required.a)White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps 57 one urinal basins withwhite P.V.C. automatic flushing cistern 58 Providing and fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS:8931a) 15 mm nominal bore 59 Providing and fixing C.P. brass shower rose with 15 or 20mm inlet 150 mm diameter 60 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931: 15mm nominal bore 61 Providingandfixing8mmdia C.P. /S.S.Jetwithflexibletube upto 1 metre long with S.S. triangular plate to Eureopeantype W.C. of quality and make as approved by Engineer - in - charge 62 Providing andfixing CPBrass 32mm size Bottle Trapofapproved quality & make and as per the direction of Engineer-in-charge. 63 Providing and fixing toilet paper holder 64 Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass bracketsandguardrailcompletefixedwith40mmlongscrews,rawl plugs etc.,complete 65 Providing and fixing white vitreous china extended wallmountingwater closet of size 780x370x690 mm of approved shape includingproviding & fixing white vitreous china cistern with dual flush fitting,of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres),including seat cover, and cistern fittings, nuts, bolts and gasket etccomplete. 66 Concealed work including cutting chases and making good the walls etc.20mm dia nominal outer dia pipes 67 25mm dia nominal outer dia pipes Concealed work including cutting chases and making good the walls etc. 68 Providing and fixingGI pipes complete with GI fittings and clamps, including cutting and making good walls etc. (internal work). 15mm dianominal bore 69 Providing and fixingGI pipes complete with GI fittings and clamps, including cutting and making good walls etc. (internal work). 20mm dianominal bore 70 Providing and fixingGI pipes complete with GI fittings and clamps, including cutting and making good walls etc. (internal work). 32mm dia nominal bore 71 Providing and fixingGI pipes complete with GI fittings and clamps, including cutting and making good walls etc. (internal work). 40mm dia nominal bore 72 Providing and fixing GI Union in GI pipes including cutting and threading the pipe and making long screws etc. complete (new work). 20mm dia nominal bore 73 Providing and fixing GI Union in GI pipes including cutting and threading the pipe and making long screws etc. complete (new work). 25mm dia nominal bore 74 Providing and fixing GI Union in GI pipes including cutting and threading the pipe and making long screws etc. complete (new work). 32mm dia nominal bore 75 Providing and fixing GI Union in GI pipes including cutting and threading the pipe and making long screws etc. complete (new work). 25mm dia nominal bore 76 Providing and fixing brass stop cock of approved 25mm dia nominal bore 77 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 10mm gap for thermal expansion.110mm 78 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 10mm gap for thermal expansion. b) 75mm dia P.V.C. pipe 79 Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conformingto IS : 13592 Type A, including jointing with seal ring conforming toIS : 5382, leaving 10 mm gap for thermal expansion Single tee with door 10x110x110 mm 80 Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conformingto IS : 13592 Type A, including jointing with seal ring conforming toIS : 5382, leaving 10 mm gap for thermal expansion Single tee with door 10x110x110 mm 81 Bend 87.5° 110 mm diameter 82 Providing and fixing unplasticised-PVC pipe clips of approved design to unplasticised-PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with MS screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 c 83 Providing and fixing of upvc SWR pipe type-B confirming to is -13592 including jointing the pipes with rubber ring ,lbricant, and upvc SWR cupler confirming to IS- 14735. also including excavation of trucnchescutting of walls ,floors and refilling the trunchesas before but excluding supply and cost of other fitting such as elbow, bend, tee and y tee including supply of all material labour and T& P Required for proper complition of work 110 mm dia 84 Providing and fixing on wall face unplasticised PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592Type A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion.110 mm Bend 85 Shoe (Plain)110 mm Shoe 86 Providing and fixing unplasticised-PVC pipe clips of approved design to unplasticised-PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with MS screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm 87 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over PVC sheet 1m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement,punning,rounding the edges and making and finishing the outlet complete. 88 Providing and placing on terrace (at all floor levels)polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes forinlet,outlet and overflow pipes but with outfittings and the base support for tank 89 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil 90 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone ggregate 40 mm nominal size derived from natural sources) 91 R.C.C. work with cement approved coarse sand and 4 cm (1.5) gauge approved stone ballast in the proportion of 1:1.5:3 in Slabs excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.G.I Binding wire and including necessary centering and shuttering etc. and also inclduing supply of all materials, labour & T&P etc. required for proper completion of the work. Binding wire cost beingincluded in this item 92 Centring and shuttering including strutting, propping etc. and removal of form for :Suspended floors, roofs, landings, balconies and accessplatform 93 Brick Work with common burnt clay ( non modular) bricks of class - 150 in foundation and plinth in: Cement mortar 1:6 ( 1 cement : 6 coarse sand) 94 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. 95 Cement plaster (1:3) finished with a floating coat of neat cement.20 mm Cement Plaster 96 Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 gradded aggregate of nominal size 20mm ) as per standard design with 20x20mm sq bars. 97 Providing and fixing C.I. tee at the inlet and outlet of septic tank. 98 Providing & fixing 75mm dia vent pipes. 99 Providing & fixing of 75mm dia cast iron terminal guard. 100 Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. HD . -20- Circular shape 500mm internal diameter 101 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. With F.P.S. bricks 102 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. 300 mm dia 103 Boring/drilling bore well of required dia for casing/ strainer pipe, bysuitable method prescribed in IS: 2800 (part I), including collectingsamples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools,plants & machineries required for the job, all complete as per directionof Engineer -in-charge, beyond 90 metre & upto 150 metre depthbelow ground level. 300 mm dia 104 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge.100 mm nominal size dia 105 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.100 mm nominal size dia 106 Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. (0.785*0.4*0.4*90)-(0.785*0.2*0.2*90)=8.478 CUM 107 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. 108 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of :100 mm dia 109 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 100 mm clamp. 110 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 100 mm dia. 111 Supply of submersible pump of make KSB 2.0HP with control panel, support wire etc. complete. 112 Providing 2 core PVC insulated submersibble cable from pump panel to submersible pump 113 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 32 mm dia nominal bore 114 32 mm nominal bore.
