Tender For Bilari Nagar Palika Parishad Reorganization Water Supply Scheme Under Amrut 2.0 Programme - Supply of all the materials, labour T&P and construction of a R.C.C. Over head tank above ground level with main components, based on IS-3370 or liquid storage concrete in over head tank and foundation concrete as per specification in I.S. 2911.All Components of OHT will be casted in M-30 concrete with cement, coarse sand and approved stone grit as per I.S. 11682 and I.S. 456.The steel for RCC shall be epoxy coated TMT bars- Fe 500/415 as per IS code IS 2062:2011.Minimum depth of foundation below original ground level will be 2.0 M.Seismic effects and wind load should be taken into consideration as I.S. 1893for earthquake resistance and I.S. 875 part-III for wind load on structure. The assumed bearing capacity of soil has been taken as 8 M.T. sqm.1m wide RCC stair case from ground lavel to balcony.M.S. ladder made of 50 X 50 X 6 mm angle section and 20 mm plain M.S. bars (specification of M.S. should be as per IS 800-2007) with hand rails of 20 mm medium class G.I. pipes on both sides in three rows from balcony to top dome resting on an RCC platform (75 X 75 cm and 10 cm thick) projecting from top ring beam and one aluminium ladder inside the tank body ( from manhole in top dome to bottom dome).1 m wide R.C.C. balcony around the tank at the junction point of vertical wall and conical wall.Proper R.C.C. railing and 20 mm dia medium class G.I. pipe (in 3 rows) on both sides of stair case, arround the balcony at each landing from landing with top ring beam upto manhole on the top dome and at the periphery. The G.I. pipes will be supported on R.C.C. postsof 100 mm dia or on the posts made of 50 X 50 X 6 mm M.S. angle section, spaced at intervals not more than 1.5 m.Proper ventilator at top dome in circular shape of 1.2 m dia along with an R.C.C. cover of minimum 1.50 m dia and 7.5 cm thickness, pillar of ventilator should be minimum 50 cm dia. The space between top dome and R.C.C. cover should be covered with mosquito net of standard quality along with expanded metaled jali.Electro Magnetic Flow MeterLightening conductor as per I.S.S. 2309 of its latest amendments of latest electricity rules. It should consist proper elevation rod with 5 or more fork points proper down conductors of prescribed metal of proper size prescribed by ISS 2309-1969 and ISS 3013-1966.D.I. manhole of min 60 X 60 cm size made of M.S. channel section with adequate cover made of M.S. sheet of minimum 3mm thickness hinged with manhole with locking arrangment. This manhole should be fixed at top dome at proper place. 2 Supply, fixing, jointing of following size of D.I. D/F Pipes with D.I. D/F specials conforming to IS 8329/2000as vertical pipes for inlet, outlet, over flow and washout as per latest / relevent I.S. specifications with all jointing materials for proper completion of work including other appurtenant works and excavation in all types of soil. Zone-3:- Inlet 200 mm 200 mm Outlet 300 mm, Over flow 200mm & Wash out 100 mm. Zone-4:- Inlet 150 mm & 150 mm Outlet 300 mm, Over flow 150mm & Wash out 100 mm.Supply and Fixing of following sizes D.I. D/F sluice valves with hand wheels as per I.S.S. 700/1969 or its latest pressure 10 kg/sqcm including cartage from its store to the site of work, lowering them into trenches, fixing in position & testing etc. complete.Zone-3:- Inlet 200 mm & 200 mm Outlet 300 mm & Wash out 100 mmZone-4:- Inlet 150 mm & 150 mm Outlet 300 mm & Wash out 100 mmConstruction of bed blocks in 1:2:4 PCC with cement, coarse sand and approved stone grit under each duck foot bend to support the vertical pipes. These bed blocks should supported on the raft not on the soil.Construction of surface box type Sluice valve chamber for above sluice valve (3 No.) as per departmental type design and drawing including supply and fixing of 150 mm x 150 mm size C.I. surface box including locking arrangement.Construction of washout/ overflow chamber as per departmental type design and drawing.Construction of P. C. C. Floor & Drain and all other necessary work as per departmental type drawing and design.Painting of all concrete surface and steel pipe worrks with three coats of approved cement paint and anticorrosive paints.Testing & Commission etc. all complete work.Testing and submission of test report of bearing capacity of soil from a recognized Govt. institute.Submission of 5 sets of detailed design and drawing of O.H.T and mix design of M30 concrete done and vetted by Head of the department from any IITs/Central University as per direction of Engineer-in -charge. The design of tank & foundation will be based upon the soil investigation report which shall be done from any Govt. institute. 3 1700 KL / 18.0 M Staging (ZONE-03) 4 500 KL / 18.0 M Staging (ZONE-04) 5 RISING MAINSupply of the following sizes of D.I. pipes Class K-9 conforming to latest I.S. 8329/2000 andD.I. S/S or flanged Specials conforming to I.S. 8329/2000 Suitable for above C.I.S/S pipe F.O.R destinationfrom tubewell to OHT including bypass including all Taxes and insurance. complete in all respect. 6 150 mm dia K-9 7 200mm dia K-9 8 Excavation for DIpipe line trenches in ordinary soil,(lime, clay or sand including lift up to 1.5m and lead up To 50m and refilling, watering, ramming of excavated earth in to trenches and disposal of surplus earth up to 50 m from the centre of the foundation trenches. 9 Carting from the store (up to 8 Km.) The following sizes of D.I. double K-9 pipeand specials to the site of work lowering them into trenches and laying true to alignment and gradient including jointing, testing of pipeline and including supply of jointing material such as nut & bolts, rubber insertion, white lead etc. complete but excluding cost of trenching and cutting of pipes etc. For making of lengths but including making joints. 10 150 mm dia K-9 11 200mm dia K-9 12 Supply of all materials, labour, T & P etc. required and construct thrust blocks at the bends and below the Valves. 13 DISTRIBUTION SYSTEMSupply of the following sizes of DI K-7 & HDPE pipes(PN-6, PE-100) confirming to latest relevant I.S.Codes with DI/HDPE Specials conforming to I.S.- 8329/2000 and I.S.- 4984/2016 respectively etc complete in all respect F.O.R. destination including all taxes and insurance. 14 450 mm dia DI K-7 15 400 mm dia DI K-7 16 350 mm dia DI K-7 17 300 mm dia DI K-7 18 250 mm dia DI K-7 19 200 mm dia DI K-7 20 160 mm dia HDPE PN-6/PE100 21 140 mm dia HDPE PN-6/PE100 22 125 mm dia HDPE PN-6/PE100 23 110 mm dia HDPE PN-6/PE100 24 90 mm dia HDPE PN-6/PE100 25 Supply of the following sizes of Hand Wheel operated with Sluice Valves destination including all taxes and insurance. 26 350 mm dia 27 300 mm dia 28 250 mm dia 29 150 mm dia 30 125 mm dia 31 100 mm dia 32 80 mm dia 33 Supply of the following sizes of C.I. Double flanged scour valves as per I.S. 780 class-1 working pressure 10 kg/Sqcm F.O.R Destination including all taxes and insurance. (80mm dia) 34 Supply of 25 mm dia screwed down type air valve with gun metal seat at site stone including all taxes. 35 Supply of underground sluice valves type fire hydrant consisting of 80 mm dia tail pieces, 80 mm dia duck foot bend and 63 mm dia standard make iron coupling with cap and chain etc. complete to ISS 909 at site including all taxes. 36 Excavation for pipe line trenches in Ordinary soil,(lime, clay or sand Including lift up to 1.5m and lead up To 50m and refilling, watering, Ramming of excavated earth in to trenches and disposal of surplus earth up to 50 m from the center of the foundation trenches. 37 Dismantlingof following type of surface including all layers, sorting out and staking of serviceablematerials of disposal of unserviceable materials up to a distance of 50 m. 38 B.O.E. ROAD 39 BITUMINOUS ROAD 40 C.C. ROAD 41 INTERLOCKING TILES ROAD 42 Reinstatement of following type of road surface. 43 B.O.E. Road with 40% new bricks and 60%used old bricks over 30mm compacted local sand including all materials,labour,T&P etc complete 44 Bituminous Roads with granule sub base (G1-100mm, G2-75mm, G3-75mm thick),50mm thick bituminous macadam over priming coat and tack coat and 30mm thick SDBC/BC over tack coat & disposal of all debris and surplus earthwithin8 Km. distance as per direction of Engineer-in-charge, including all materials,labour,T&P etc complete 45 C.C. Road will be prepared with 10 cm thick P.C.C. 1:2:4 Cement: Coarse Sand & 20 mm Stone grit over base concrete 15 cm. P.C.C. 1:4:8 with cement coarse sand & 40 mm stone ballast after compacting the earth surface properly. The C.C. surface must be compacted with surface vibrator, including all materials,labour,T&P etc complete. 46 Interlocking Tile road:Tiles must be of the thickness & grade similar to that of the dismantled tiles over base concrete 75 mm thick PCC 1:4:8 cement: local sand: stone ballast as per existing road. The thickness of tiles shall be same as that of existing road, including all materials,labour,T&P etc complete. 47 Carting from the store (up to 8 Km.) the following sizes ofD.I & HDPE pipe and specials to the site of work lowering them in to trenches and laying true to alignment and gradient including jointing, testing of pipeline and including supply of jointing material such as nut & bolts, rubber insertion, white lead etc. complete but excluding cost of trenching but including making joints. 48 450 mm dia DI K-7 49 400 mm dia DI K-7 50 350 mm dia DI K-7 51 300 mm dia DI K-7 52 250 mm dia DI K-7 53 200 mm dia DI K-7 54 160 mm dia HDPE PN-6/PE100 55 140 mm dia HDPE PN-6/PE100 56 125 mm dia HDPE PN-6/PE100 57 110 mm dia HDPE PN-6/PE100 58 90 mm dia HDPE PN-6/PE100 59 Carting of D/F Sluice valves of Following sizes to the site of worksLowering them into already Prepared trenches and fixing them In position including supply of Jointing materials such as bolt nut, Rubber insertion white lead complete with Excluding valve and specials Required but including the testing etc. complete 60 350 mm dia 61 300 mm dia 62 250 mm dia 63 150 mm dia 64 125 mm dia 65 100 mm dia 66 80 mm dia 67 Carting of 80 mm dia scour valves to the site of workslowering them into already Prepared trenches and fixing them In position including supply of Jointing materials such as bolt nut, Rubber insertion white lead complete with Excluding valves and specials Required but including the testing etc. complete. 68 Carting of 25 mm dia screwed down air valves to the site of workslowering them into already prepared trenches and fixing them In position including supply of Jointing materials such as bolt nut, Rubber insertion white lead complete with Excluding valves and specials Required but including the testing etc. complete 69 Carting of 80 mm dia flanges fire hydrant to the site of workslowering them into already prepared trenches and fixing them In position including supply of Jointing materials such as bolt nut, Rubber insertion white lead complete with Excluding valves and specials Required but including the testing etc. complete. 70 Supply of all materials, labour T&P etc. required and construct surface box/masonry type sluice / scour valve chamber as per type design including supply and materials labour, T&P etc. complete. 71 Surface box type 72 Masonry type 73 Supply of all materials, labour T&P Etc. required and construct 350 x 350 x 500 mm size air valve chamber as per type design including supply and fixing the 500 mm dia CI manhole cover. 74 Supply of all materials, labour T&P Etc. required and construct 750 x 750 x 1000 mm size fire hydrant chamber as per type design including supply and fixing the 500 mm dia CI manhole cover. 75 Provision for Large crossing of nala,raod & culverts including shifting of telephone cable etc.along the alignment of pipe line including supply of C.I Tyton pipe and special and also jointing material their laying and iointing testing etc,complete.(FOR 7.0 M WIDE) 76 Provision for Small crossing of nala,raod & culverts including shifting of telephone cable etc.along the alignment of pipe line including supply of C.I Tyton pipe and special and also jointing material their laying and jiointing testing etc,complete.(FOR 3.5 M WIDE) 77 Pump House cumchlorinating room(3.60x3.0x3.0)m and (2.5 x 1.8x 3.00)m 78 Excavation of earth in ordinary soil (loam clay or and) including lift upto 1.5 m and lead upto 50 m.filling, watering and ramming of excavated earth in between the building and sides of the foundation trenches or into the plinth and disposal of surplus earth upto a distance of 50 m from the center of the foundation trenches. 79 Concrete with 40 mm gauge Ist class brick ballast, coarse sand and cement in proportion (8:4:1) in foundation including supply of all materials, labour,T&P etc required for proper completion of work. 80 Ist class brick work in 1:6 cement and Coarse sand mortar in foundation and plinth including supply of all materials, labour,T&P etc required for proper completion of work. 81 150 mm thick RCC plinth bend With cement and approved coarse sand with 20 mm stone grit 1 :1.5:3 including supply of 5% water proofing material, labour, T&P etc required for proper completion of work. 82 Ist class brick work in 1:6 cement and Coarse sand mortar in super structure including supply of all materials, labour,T&P etc required for proper completion of work. 83 M.S. Angle iron chaukhat of 40mm x 40mm size supply and fixing including simple moulding straight work as in chaukhat and also supply of all material, labour, T&P etc. required for proper completion of the work. 84 Supply and fixing of 1mm thick sheet iron panelled door, windows shutter including supply and fixing and adjustment of hinges , bolts, locks, handles, springs and other fittings but excluding supply and painting of fittings. 85 Supply and fixing of hold fast in doors and windows of size 25cm x 4cm x 9mm flat iron including their cutting and moulding and welding to required shape also including other material such as nails and screws etc. required for proper completion of the work. 86 R.C.C. Work cement,coarse sand and 20 mm gauge approved stone ballast in proper ratio of 1:1.5:3 excluding supply of reinforcement and its bending but including its fixing and binding the same with 0.5 mm thick binding wire (to be supply by the contractor) centering and shuttering supply of all materials, labour,T&P etc required for proper completion of work. 87 R.C.C in sun shade with cement,coarse sand and 20 mm gauge approved stone ballast in proper ratio of 1:1.5:3 including supply of reinforcement and it bending and including its fixing and bindingits fixing in position with centering, curing supply of all materials, labour,T&P etc required for proper completion of work. 88 R.C.C in lintel with cement,coarse sand and 20 mm gauge approved stone ballast in proper ratio of 1:1.5:3 including supply of reinforcement and it bending and including its fixing and bindingits fixing in position with centering, curing, supply of all materials, labour,T&P etc required for proper completion of work. 89 R.C.C in slab with cement,coarse sand and 20 mm gauge approved stone ballast in proper ratio of 1:1.5:3 including supply of reinforcement and it bending and including its fixing and bindingits fixing in position with centering, curing, supply of all materials, labour,T&P etc required for proper completion of work. 90 Mild steel or Iron work in plain work such asR.C.C. Work wrought to required shape as necessary including its bending and supply of steel,wastage, over lapping and hooks etc complete required for proper completion of work. 91 Mild steel gril in windows, wrought to required heavy/ small size form including supply of all materials,labour,T&P etc. Required for proper completion of the work. 92 Supply and lay complete 40 mm thick insulation layer of sand and clay over reinforcement brick or cement concrete. 93 Providing & lying of Brick Coba 12mm thick laid with M-150 class brick bat Coba 7.50 cm thick with gap of 15mm to each (As per PWD specification) including supply of all materials , labour T&P etc. required for proper completion of the work. 94 12 mm thick plaster with cement coarse sand mortar in 1:6 (over brick work with 3 mm floating coat of neat cement including supply of all materials, labour,T&P etc required for proper completion of work. From GL upto super structure. 95 12 mm thick plaster with cement coarse sand mortar in 1:4 (over brick work with 3 mm floating coat of neat cement including supply of all materials, labour,T&P etc required for proper completion of work on ceiling. 96 40 mm thick 1:2:4 plan cement concretefloor with cement,coarse sand and 20 mm gauge approved stone ballast laid in panel finished with 3 mm floating coat of neat cement and 7.5 cm thick base concrete consisting 1 part of cement,4 part of coarse sand and 8 part ist class brick ballast 40 cm gauge(1:4:8) and removing any over lapping of mortar at the joist of panel if any and giving them uniform finished including supplymaterial, labour,T&P etc required for proper completion of work. 97 Supply and fix 32 mm thick Flush door shutter including supply and fixing and adjustment of hinges,bolt,locks,handles,spring and other fittings but excluding painting and supply of fitting. 98 Same as above but windows shutters. 99 Supply and fixing of oxidised iron fitting of approved make for doors and windows. 100 Painting and varnishing of new iron work with one coat priming and two coat of approved paint and varnish including supply of all materials, labour, T&P etc required for proper completion of work. 101 White washing in one coat including supply of all materials, labour, T&P etc required proper completion of work. 102 Providing wall putty on new surface with approvel quality material of Berger/J.K./Birla or similar make 2 coates. 103 Finishing wall with one coat of water proof cementpaint. Weather coat of approved quality on previously new surface with this paint to give an even shade including supply of all marerials, labour, Tools & plant etc. required for proper completion of the work. 104 Same as above but over previously painted surface weather coat. 105 Provide and fixed RCC precast Jalies of 30 cm x 60 cm size including supply of all materials, labour, T&P etc required proper completion of work. 106 Supply and fixing of rolled steel Joist 150 mm x 100 mm including its painting with approved paint and also one coat of primer. 107 Cartage & cost of earth work in filling in plinth including supply of excavated earth from distance of eight km. 108 Supply of all materials, labour, T&P etc. required for construction of 250 mm dia S.C. Drain. 109 Supply of all materials, labour, T&P etc. required for the construction of stilling / Byepass chamber V notch chamber including supply of V notch etc. all complete. 110 Rain water down pipe 100 mm dia PVC with fixed MS clamp etc including supply of all materials, labour, T&P etc required proper completion of work. 111 Boundary WallConstruction of Boundary wall 0.23 m thick and 1.5 m height above plinth level with all materials, labour T&P etc. required for proper completion of work. 112 Construction of pillars as per type design including fixing of gate 3.6 m wide gate and 1.2 m wide wicket gate with all materials, labour T&P etc. required for proper completion of work. 113 Construction of interlocking tile road with 80 mm thick M-30 grade tile over base concrete 75mm thick PCC 1:4:8, cement:local sand:stone ballastfor approach road & water works campus with all materials, labour T&P etc. required for proper completion of work. 114 Provision for inside square drain including supply of all materials labour and T & P etc. complete. 115 Repairing of Existing Building Works (Staff Quarter, Pump House & Boundary Wall) 116 Ist class brick work in 1:6 cement and Coarse sand mortar in super structure, supply of all materials, labour,T&P etc required for proper completion of work.(Old Water Works Campus) 117 12mm thick plaster with cement and coarse sand mortar in 1:6 over existing brick work minimum thickness not to be less than 12mm including supply of all materials, labour, T&P etc. required for proper completion of the work. 118 Supply & fixing of all materials, labours, T&P etc. required for making door shutters by M.S sheet 18mm gauge including supply and fixing M.S 40x40x6 mm size also including angle iron chaukhat supply & fixing of oxidized iron fittings etc. complete. 119 Painting and varnishing all iron work one coat priming and two coat of approved paint oe varnish including supply of all material, labour, T&P etc. required for proper completion of the work 120 weather coats with approved coloring including supply of all material, labour, T&P etc. required for proper completion of the work 121 40 mm thick 1:2:4 plan cement concretefloor with cement,coarse sand and 20 mm gauge approved stone ballast laid in panel finished with 3 mm floating coat of neat cement and 7.5 cm thick base concrete consisting 1 part of cement,4 part of coarse sand and 8 part Ist class brick ballast 40 cm gauge(1:4:8) and removing any over lapping of mortar at the joist of panel if any and giving them uniform finished including supplymaterial, labour,T&P etc required for proper completion of work. 122 White washing in three coats including supply of all materials, labour, T&P etc required proper completion of work. 123 Making ferrule connection of various nominal dia of new distribution mains in different type of roads with fixing of saddle piece, service connections, fittings, and fixing of brass ferrule of 15mm size includingtapping the main. Include the cost of excavation and subsequent backfill of trenchs and cost of fittings and specials, including labour charges for cutting, threading &fitting of GI pipe and specials including supply of binding materialssuch as safeda and teflon tape etc.Including making hole in the wall for crossing of GI pipe also repairing the same with mortar and also including crossing of drain with all labour T&Petc. complete. including material i.e.3 meter 20mm dia (OD) HDPE Pipe (12.5 kg/cm2), 2 meter 20mm (OD)GI pipe Class-B, EL-bow 20mm (OD) GI for above pipe Class -B, Clamp with Saddle, TAP/Stop Cock (Brass) 15mm, Ferrule brass HDPE 15mm with end cap (heavy duty),20 mm dia PP-Adopter and 20 mm dia GI - Union. 124 FOR BOE ROAD 125 For 90mmto 110mm dia 126 For 125mm to 160mm dia 127 For 180mm to 250mm dia 128 For 300mm dia 129 For 350mm to 500mm dia 130 FOR CC ROAD 131 For 90mmto 110mm dia 132 For 125mm to 160mm dia 133 For 180mm to 250mm dia 134 For 300mm dia 135 For 350mm to 500mm dia 136 FOR BITUMINOUS ROAD 137 For 90mmto 110mm dia 138 For 125mm to 160mm dia 139 For 180mm to 250mm dia 140 For 300mm dia 141 For 350mm to 500mm dia 142 FOR INTERLOCKING TILES ROAD 143 For 90mmto 110mm dia 144 For 125mm to 160mm dia 145 For 180mm to 250mm dia 146 For 300mm dia 147 For 350mm to 500mm dia 148 FOR KACHHA ROAD 149 For 90mmto 110mm dia 150 For 125mm to 160mm dia 151 For 180mm to 250mm dia 152 For 300mm dia 153 For 350mm to 500mm dia 154 Variation in 20 mm (OD) dia HDPE Pipe w.r.t 3.0 mtr 155 Variation in 20 mm (OD) dia GI Pipe w.r.t 2.0 mtr 156 Construction of LCS/MCS Room 157 Excavation of earth in foundation in ordinary soil (loam, clay or sand) including lift upto 1.50m and lead upto 50m and refilling, watering, ramming of excavated earth into the space between the building and sides of foundation trenches or into the plinth and disposal of surplus earth upto the distance of 50m from the center of the foundation trenches. 158 Cement concrete with 10-12mm gauge approved stone ballast, coarse sand and cement in proportion of 1:1½:3 including supply of all materials, labour, T&P etc. required for proper completion of the work by hand for column 350mm dia 5m high including floor beam and floor slab. 159 First class brick work with cement coarse sand in proportion 1:3 in foundation and plinth including supply of all materials, labour, T&P etc. required for proper completion of the work. 160 Same as above but in super structure 4.5m high. 161 20mm thick damp proof coarse sand with cement and approved coarse sand 1:2 including waterproofing materials or in the proportion as specified by the manufacturers including supply of all materials, labour, T&P etc. required for proper completion of the work. 162 R.C.C. work with cement, coarse and 20mm gauge approved stone ballast in proportion 1:1½:3 in slab and wall etc. excluding supply of reinforcement and its bending (but including its fixing and binding the same with 0.50 mmthick binding wire) shuttering, centering and supply of all materials, labours T&P etc. required for proper completion of work. 163 * Lintel and sunshades 164 * Slab 165 Providing form work including centering, shuttering and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4m and removal of the same for in situ reinforced concrete and plain concrete work in walls. 166 Mild Steel or iron work in plain work such as reinforced concrete brick work (when not including in all over rates) brought to required shape as necessary including bending and cutting for proper completion of workincluding supply of steel and its wastage. 167 12mm thick plaster with cement and coarse sand mortar in 1:4 over brick work including supply of all materials, labour T&P etc. complete. 168 White wash in one coat including supply all materials, labour, T&P etc. complete. 169 Providing wall putty on new surface with approvel quality material of Berger/J.K./Birla or similar make 2 coates. 170 Finishing wall with one coat of water proof cementpaint. Weather coat of approved quality on previously new surface with this paint to give an even shade including supply of all marerials, labour, Tools & plant etc. required for proper completion of the work. 171 Same as above but over previously painted surface weather coat. 172 Supply and fixing 40 mm thick C.P. Teak wood all paneled door and window shutter including supply and fixing of wooden cleat and stops and fitting but exculding their supply and including painting with the two coats of black Japan on all iron fitting of necessary and including fixing the glass pane with putty and board glass to be 0.6Kg. fitting with necessary screen for to be supplied by department. 173 Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm and braced with that iron diagonal 20x5mm size with top and bottom rails of iron 40x40x6mm with 38mm dia steel pulley with bolts, nuts locking arrangements stopppers, supply and painting one coat of approved red lead paint. 174 Providing and fixing in position rolling shutters of approved make of 80x125mm gauge called rolled M.S. lotha interlocked throughout their entire length and jointed together at the end by end locks and mounted on specially designed pipe shaft with branches shade girder and arrangement for inside and outside locking with push and pull operation complete but excluding the cost of top cover and spring. 175 Mild steel or iron work in small size and section such as holding down bolts, holdfasts, tie rods, grating (when not included in all over al rates) wrought to required terms including suppply of steel bolts and wastage etc. their fixing. 176 Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 Kms. From site of work and including watering, dressing etc. complete. 177 Supply and fixing of exhaust fan including supply of all materials, labour, T&P etc. required for proper completion of the work. 178 Supply and fixing of 150 mm, S.W. drain pipe including supply of all materials, labour, T&P etc. required for proper completion of the work. 179 Supply and fixing of 150mm dia A.C. pipe for comb including supply of all materials, labour, T&P etc. required for proper completion of the work. 180 Staff Quarter 181 Excavation of earth in ordinary soil (loam clay or and) including lift upto 1.5 m and lead upto 50 m.filling, watering and ramming of excavated earth in between the building and sides of the foundation trenches or into the plinth and disposal of surplus earth upto a distance of 50 m from the center of the foundation trenches. 182 Concrete with 40 mm gauge Ist class brick ballast,localsand and cement in proportion (8:4:1) in foundation including supply of all materials, labour,T&P etc required for proper compltion of work. 183 Ist class brik work in 1:6 cement and local sand mortar in foundation and plinth including supply of all materials, labour,T&P etc required for proper compltion of work. 184 150 mm thick RCC plinth bend With cement and approved coarse sand with 20 mmm stone gritt 1 :1.5:3 including supply of 5% water proofing material, labour, T&P etc required for proper completion of work. 185 Same as item no 3 but in super structure for wall up to 1 brick thick) 186 Supply and fix 32 mm thick Flush door shutter on doors and window including supply and fixing and adjustment of hinges,bolt,locks,handles,spring and other fittings but excluding painting and supply of fitting. 187 R.C.C. Work cement,coarse sand and 20 mm gauge approved stone ballast in proper ratio of 1:1.5:3 excluding supply of reinforcement and it bending but including its fixing and binding the same with 0.5 mm thick binding wire (to be supply by the contractor) centering nd shuttering supply of all materials, labour,T&P etc required for proper compltion of work. 188 Mild steel or Iron work in plain work such asR.C.C. Work wrough to required shape as necessary including its bending and supply of steel,wastage, over lapping and hooks etc complete required for proper completion of work. 189 12 mm thick plaster with cement local sand mortar in 1:4 (over brick work with 3 mm floating coat of neat cement including supply of all materials, labour,T&P etc required for proper compltion of work. From GL upto supper structure. 190 Same as above but in proprtion 1:4 with cement and fine sand mortar on ceiling 191 40 mm thick 1:2:4 plan cement concretefloor with cement,coarse sand and 20 mm gauge approved stone ballast laid in penel finished with 3 mm loating coat of neat cement and 7.5 cm thick base concrete consisting 1 part of cemnet,4 part of local sand and 8 part ist class brick ballast 4 cm gauge(1:4:8) and removing any over lapping of mortar at the joist of panel if an and giving them uniform finished including supplymaterial, labour,T&P etc required for proper compltion of work. 192 Same as above but base concrete of 1:4:8 in cement , local sand and 40mm gauge first class brick ballast etc complete. 193 B.O.E. Flooring in 1:6 cement mortar over 75 mm thick brick ballast base concrete (1:4:8) and surface painted with 1:2 in court Yard. including supplymaterial, labour,T&P etc required for proper compltion of work. 194 Painting and varnishing of new iron work with one coat priming and two coat of approved paint and varnish including supply of all materials, labour, T&P etc required for proper completion of work. 195 White washing in one coat including supply of all materials, labour, T&P etc required proper completion of work. 196 Providing wall putty on new surface with approvel quality material of Berger/J.K./Birla or similar make 2 coates. 197 Finishing wall with one coat of water proof cementpaint. Weather coat of approved quality on previously new surface with this paint to give an even shade including supply of all marerials, labour, Tools & plant etc. required for proper completion of the work. 198 Same as above but over previously painted surface weather coat. 199 Rain water down pipe 100 mm dia PVC with fixed MS clamp etc including supply of all materials, labour, T&P etc required proper completion of work. 200 Mild steel gril in windows, wrought to required form including supply of all materials,labour,T&P etc. Required for proper completion of the work. 201 Construction of semi circular drain 200 mm dia including supply of all material, labour, T&P etc. complete. 202 Electrification work complete. 203 Sanitation workWater supply work complete. 204 CONSTRUCTION OF TUBEWELL (300x200mm dia) for Zone-3 205 Transportation, Erection, Dismantling of Rig Machine and its T&P 206 Transportation, Erection, Dismantling of Compressor 250/350 PSI 207 Transportation, Erection, Dismantling of 2 Cusec/ 3 Cusec O.P. Unit and Yield test 208 Supply of Tubewell AssemblyM.S.Tubewell assembly with all required parts like plain pipe, Slotted pipe (as required upto 50% of plain pipes) rings, well cap bail plug, clamp reducer, central guide, suport structure etc. as required & as per typed design complete in all respect. (Note- Axial Length of Reducer without Ring shall be measured with casing pipe) 209 300 mm dia M.S. Pipe 210 200 mm dia M.S. Plain/slotted 211 PEA-GRAVEL (As per IS:4097)1.65 mm to 4.50 mm size Pea gravel of Lalkuwan quarry duly screened, washed and properly stacked at sitefor Tubewell 212 Drilling of bore by rig machine As Per IS:2800(Part I & II): 213 Drilling of bore by 600 mm dia bit GL to 45 mt. BGL. 214 Drilling of bore by 500 mm dia bit from 45 mt GL to 100 mt. BGL. 215 Drilling of bore by 500 mm dia bit 100 m BGL to 140 m. BGL. 216 Lowering of tube well assembly With M.S. rings, Bail Plug, Reducer Including welding: 217 Lowering of 300 mm dia M.S. Housing pipe from GL to 42 m.BGL 218 Lowering of 200 mm dia M.S. Plain/slotted pipe 42 m. BGL to 100 m. BGL 219 Lowering of 200 mm dia M.S. Plain/slotted pipe 100 m. BGL to 126 m. BGL 220 Development of tube well by 250 PSI air compressor and 2/3 cusec O.P. Unit to yield sand free discharge. 221 Development and testing of tube well by Air Compressor. 222 Development and testing of tube Well O.P.Unit to yield sand free Discharge. 223 Chemical and Bacteriologicaltest (Analysis of water sample) 224 Logging of borehole by departmental/approved electric logger 225 CONSTRUCTION OF TUBEWELL (300x150mm dia) for Zone-4 226 Transportation, Erection, Dismantling of Rig Machine and its T&P 227 Transportation, Erection, Dismantling of Compressor 250/350 PSI 228 Transportation, Erection, Dismantling of 1 Cusec/ 3 Cusec O.P. Unit and Yield test 229 Supply of Tubewell AssemblyM.S.Tubewell assembly with all required parts like plain pipe, Slotted pipe (as required upto 50% of plain pipes) rings, well cap bail plug, clamp reducer, central guide, suport structure etc. as required & as per typed design complete in all respect. (Note- Axial Length of Reducer without Ring shall be measured with casing pipe) 230 300 mm dia M.S. Pipe 231 150 mm dia M.S. Plain/slotted 232 PEA-GRAVEL (As per IS:4097)1.65 mm to 4.50 mm size Pea gravel of Lalkuwan quarry duly screened, washed and properly stacked at sitefor Tubewell 233 Drilling of bore by rig machine As Per IS:2800(Part I & II): 234 Drilling of bore by 600 mm dia bit GL to 48 mt. BGL. 235 Drilling of bore by 500 mm dia bit from 48 mt GL to 100 mt. BGL. 236 Drilling of bore by 500 mm dia bit 100 m BGL to 140 m. BGL. 237 Lowering of tube well assembly With M.S. rings, Bail Plug, Reducer Including welding: 238 Lowering of 300 mm dia M.S. Housing pipe from GL to 42 m.BGL 239 Lowering of 200 mm dia M.S. Plain/slotted pipe 42 m. BGL to 100 m. BGL 240 Lowering of 200 mm dia M.S. Plain/slotted pipe 100 m. BGL to 126 m. BGL 241 Development of tube well by 250 PSI air compressor and 2/3 cusec O.P. Unit to yield sand free discharge. 242 Development and testing of tube well by Air Compressor. 243 Development and testing of tube Well O.P.Unit to yield sand free Discharge. 244 Chemical and Bacteriologicaltest (Analysis of water sample) 245 Logging of borehole by departmental/approved electric logger 246 PUMPING PLANT AND Voltage STABILIZER for Zone -3 247 Supply, Installation, testing and Commissioning of 2000 lpm , 55 mtr Head Pumping Plant including 24 met coloumn pipe, NRV,CI D/F Bend 90 deg., CI A/F Tee, D/F pipe (1.5 met long-2 Nos and 1 met long- 1 No ), Earthing, Painting,Toolset, wiring of pump house (with internal&external electrification),chainpully block and all pumping plant accessories with nut bolts and rubber packing etc. 248 SITC of 150 mm dia size motor operated actuators with metal sheeted sluice valves 249 SITC of Soft starter for above 40 HP pumpset with RS 485 Port-400V Class for above pumpset 250 SITC of 60 kva stabilizer for above pumpset 251 SITC of equipments for the items as given below : 252 Pressure transmitter 253 Misc. Items such as Protection Ring, Cutout, Electric resistance Rubber sheet, Transformer oil etc.-2019 254 Coloumn Pipe 5 mtr long 255 SITC of NEW PUMPING PLANT & VOLTAGE STABILIZERfor Zone-4 256 Supply, Installation, testing and Commissioning of 600 lpm ,53 mtr Head Pumping Plant including 24 met coloumn pipe, NRV,CI D/F Bend 90 deg., CI A/F Tee, D/F pipe (1.5 met long-2 Nos and 1 met long- 1 No ), Earthing, Painting,Toolset,wiring of pump house (with internal&external electrification),chainpully block and all pumping plant accessories with nut bolts and rubber packing etc. 257 SITC of suitable capacity soft starter with RS485 port- 400 V Class. 258 SITC of 100 mm dia size motor operated actuators with metal sheeted sluice valves 259 SITC of 25 kva stabilizer for above 260 SITC of equipments for the items as given below : 261 Pressure transmitter 262 Misc. Items such as Prtection Ring, Cutout, Electric resistance Rubber sheet, Transformer oil etc.-Sor 2019 263 Coloumn Pipe 5 mtr long 264 SITC OFREQUIRED E&M WORK AS GIVEN AT EXISTING TUBEWELL OF ZONE-1 265 SITC of Soft starter for above pumpset with RS 485 Port-400V Class for above pumpset 266 CE/UL certifeid Actuator for existing valves 267 CE/UL Certifeid Electromagnetic Flow Meter of suitable size 268 SITC of suitable size stabilizer for above pumpset 269 Pressure transmitter 270 Internal electrification of pump house 271 SITC OFREQUIRED E&M WORK AT EXISTING TUBEWELL OF ZONE-2 272 SITC of Soft starter for above pumpset with RS 485 Port-400V Class for above pumpset 273 CE/UL certifeid Actuator for existing valves 274 CE/UL Certifeid Electromagnetic Flow Meter of suitable size 275 SITC of suitable size stabilizer for above pumpset 276 Pressure transmitter 277 Internal electrification of pump house 278 SITC OFREQUIRED E&M WORK AT EXISTING TUBEWELL OF ZONE-4 279 Supply, Installation, testing and Commissioning of 600 lpm ,53 mtr Head Pumping Plant including 24 met coloumn pipe, NRV,CI D/F Bend 90 deg., CI A/F Tee, D/F pipe (1.5 met long-2 Nos and 1 met long- 1 No ), Earthing, Painting,Toolset,wiring of pump house (with internal&external electrification),chainpully block and all pumping plant accessories with nut bolts and rubber packing etc. 280 SITC of Soft starter for above pumpset with RS 485 Port-400V Class for above pumpset 281 CE/UL certifeid Actuator with metal sheeted newvalves 282 CE/UL Certifeid Electromagnetic Flow Meter of suitable size 283 SITC of 25 kva stabilizer for above pumpset 284 Pressure transmitter 285 SITC OF SCADA /AUTOMATION WORK OF EXISTING PUMPING PLANTZONE-1,2 & 4 286 CE & UL Certifeid PLC/RTU in IP 54 enclousure suitable to communicate with GSM based modem unit with CPU and power supply with analog anddigital parameter and features as specifeid for tubewell to store and transmit data on GSm backbone RTU/PLC designed with logic to transfer data at multiple statiuonas specifeid. 287 GSM/GPRS based wireless communication with 4G modem for RTU/PLOc capable to transfer & gather data from remote site to controlstation all accessoreis included with signalenhancer antenna made for pumping plant internet charges as specifeid 288 CE/UL certifeid Intelligent Smart Energy Meter 289 auto Phase reversal unit of 250 amp rating with inbuilt delay and enclosure control panel etc. 290 CE/UL certifeid Surge Protecter for control panel. 291 CE/UL Certifeid 7 hmi touch screen suitable to communication with PLC/RTU for display & control of process parameters 292 Complete cabling including power cables of all equipment. 293 control panel with IP54 protection ,industrial grade for all equipments.separate for control (24V) and power equipment with capacitor bank panel to improve power factor. 294 Installation, commissioning & testing trial for tubewell 295 SITC OF SCADA /AUTOMATION WORK OF NEW PUMPING PLANTFOR ZONE 3 & 4 296 CE & UL Certifeid PLC/RTU in IP 54 enclousure suitable to communicate with GSM based modem unit with CPU and power supply with analog anddigital parameter and features as specifeid for tubewell to store and transmit data on GSm backbone RTU/PLC designed with logic to transfer data at multiple statiuonas specifeid. 297 GSM/GPRS based wireless communication with 4G modem for RTU/PLOc capable to transfer & gather data from remote site to controlstation all accessoreis included with signalenhancer antenna made for pumping plant internet charges as specifeid 298 CE/UL certifeid Intelligent Smart Energy Meter 299 CE/UL Certifeid Electromagnetic Flow Meter 150 mm size 300 CE/UL Certifeid Electromagnetic Flow Meter 100 mm size 301 auto Phase reversal unit of 250 amp rating with inbuilt delay and enclosure control panel etc. 302 CE/UL certifeid Surge Protecter for control panel. 303 CE/UL Certifeid 7 hmi touch screen suitable to communication with PLC/RTU for display & control of process parameters 304 Complete cabling including power cables of all equipment. 305 control panel with IP54 protection ,industrial grade for all equipments.separate for control (24V) and power equipment with capacitor bank panel to improve power factor. 306 Installation, commissioning & testing trial for tubewell 307 SITC OF AUTOMATIC CHLORINATION SYSTEM 308 Automatic Chlorination System compatible to SCADA system 309 SITC OFAUTOMATION SYSTEM AT EXISTING OHT FOR ZONE 1,2 & 4 310 CE/UL certifeid Radar Type level transmitter for OHT. 311 SITC of actuator for existing metal sheeted sluicevalve 312 CE/UL certifeid Electromagnetic Flowmeter forexistingOHT outlet pipe 313 Installation, commissioning & testing trial for OHT 314 SITC of UPS 3 kva 1phase suitable for operation of Actuators installed at outlet line in case of Power Failure at time of Distribution water supply 315 Lighting at Water works campus with solar panel and LED light of 1 set 316 SITC OFAUTOMATION SYSTEM AT NEW OHT FOR ZONE 3 317 CE/UL certifeid Radar Type level transmitter for OHT. 318 Actuator of 300 mm dia size with new metal sheeted sluicevalve 319 CE/UL certifeid Electromagnetic Flowmeter 300 mm size 320 Installation, commissioning & testing trial for OHT 321 SITC of UPS 10 kva 3phase suitable for operation of Actuators installed at outlet line in case of Power Failure at time of Distribution water supply 322 Lighting at Water works campus with solar panel and LED light of 1 set 323 SITC OF CHLORINE ANALYZER FOROHT FOR ZONE 1, 2,3&4 324 Supply, Installation, Testing & Commissioning of Chlorine analyser with MODBUS RTU as per given specification a) FRC sensors(range 0-5ppm)b) Analyzer with RS 485 O/P 325 TRIAL RUN OFTHREEMONTHS FOR ALL ZONE 326 Three months trial run of electro mechanical work with Expenditure on hypo chloride solution,Chaukidar, watch & ward etc for whole scheme 327 SITC OF ELECTRO MECHANICAL EQUIPMENTS ATLOCAL CONTROL STATION 328 CE/UL & BIS Certified industrial grade LARGE SIZE LED MONITOR with lates configuration as per specification. 329 Desktop/PC with i5/i7 processor for as per spec mentioned in tachnical bid documents. 330 CE/UL Certified 3 KVA UPS with batteries as perspec mentioned in tachnical bid documents.( 1 No.For LCS and 4 Nos for tubewells which are not constructed in OHT Campus) 331 Full development version of required TAGS SCADA Software with coustomization of software for LCS as per spec mentioned in tachnical bid documents. 332 GSM based wireless/Broadband/Equivalent communication system for PLC capable to transfer & receive data & gather data form remote sites to control station,All accessories include signal enhancer antenna along with running expences till DLP. 333 CE/UL certified Firewall for network protection. 334 Surge protector for eternet communication protection. 335 industrial grade Ethernet Switch. 336 canon/hp Laser printer1018 or equivalent 337 Installation,Commissioning ,testing including required furniture,internal wiring,PVC panelling of walls/false ceiling work and Split A/C . 338 Security Survelliance IP Camera with required hard drive to store data of atleast 15 Days 339 Trial run charges for LCS for 3 months
