37014247
tender for 24 x 7 water supply scheme in 7 selected wards of nagar nigam ayodhya 1 supply of following sizes and type of pipes with all jointing materials such as socket, rubber gasket as per is 4984 / 1995 and is 8329 / 2000 or their latest amendment including f.o.r. destinationand all taxes and insurance etc. with loading, unloading and stacking all complete. rates are including supply of all di specials required for completion of work. 2 di pipe k 7 3 100 mm dia 4 150 mm dia 5 200 mm dia 6 250 mm dia 7 300 mm dia 8 350 mm dia 9 400 mm dia 10 450 mm dia 11 500 mm dia 12 carting of following size & type of pipes and specials from departmental store to site of work and lowering them into the trenches and laying true to alignmentand gradient and jointing etc. complete including testing of pipe lines and cutting of pipes. including carting and laying / jointing of specials required for completion of work. 13 di pipe k 7 14 100 mm dia 15 150 mm dia 16 200 mm dia 17 250 mm dia 18 300 mm dia 19 350 mm dia 20 400 mm dia 21 450 mm dia 22 500 mm dia 23 excavation for pipeline work in ordinary soil with lift up to 1.5 m and lead up to 50 m including filling back the excavated earth into the trenches with watering, ramming and disposal of surplus earth with in 50 m lead. 24 as per design 25 in ordinary soil 26 in soil mixed with bajri, kankar & moorum / hard soil. 27 supply and delivery of ci / di flanged end sluice valve pn 1.0 ( mpa ) with body and bonnet of cast iron / ductile iron ggg 40 / sg 400 / 15 or ggg 50 / sg 500 / 7 or equivalent as per is1865, is:3896 2 and wedge fully rubber lined with food grade quality grade w270 grade epdm, replaceable spindle nut without gland packing with 3 o ring protection system on the shaft and seals of nbr. the valves should be vacuum tight and 100% leak proof with face to face dimensions as bs:5163 type a / is:14846. all the valves should be with fusion bonded electrostatic powder coating both inside and outside ( min 250 microns ) ral 5005 with pocket less straight through body passage conforming to design standards of din 3202f4 / bs:5163 type a flange drilling as per is 1538including all taxes, duties and transportation. 28 c. i. d / f sluice valve 29 100 mm dia 30 150 mm dia 31 200 mm dia 32 250 mm dia 33 300 mm dia 34 350 mm dia 35 400 mm dia 36 450 mm dia 37 500 mm dia 38 supply and delivery of ci / di scour valvepn 1.6 ( mpa ) with body and bonnet of ductile iron ggg 40 / sg 400 / 15 or ggg 50 / sg 500 / 7 or equivalent as per is1865, is:3896 2 and wedge fully rubber lined with food grade quality grade w270 grade epdm, replaceable spindle nut without gland packing with 3 o ring protection system on the shaft and seals of nbr. the valves should be vacuum tight and 100% leak proof with face to face dimensions as bs:5163 type a / is:14846. all the valves should be with fusion bonded electrostatic powder coating both inside and outside ( min 250 microns ) ral 5005 with pocket less straight through body passage conforming to design standards of din 3202f4 / bs:5163 type a flange drilling as per is 1538including all taxes, duties andtransportation.scour valve 80 mm dia 39 stainless steel ( s.s 304 ) landing ( fire hydrant ) valve ( flanged ) iinlet 80mm & outlet 65mm, as per is :5290, flanged ends to is:1538.fire hydrant 80 mm dia 40 c.i. single ball type air valve 20 mm dia 41 supply & laying jointing of flanged tee, tailpiece, distance piece, flanged spigot, reducer other specials required for fixing of valves. cost shall be calculated @10% of valve supply amount. 42 carting of following sizes c.i.d. / f sluice valve and specials from departmental store to site of work and lowering them into the trenches, fixing in position and jointingthem with pipelines and testing etc. complete including supply of jointing materials. 43 c. i. d / f sluice valve 44 100 mm dia 45 150 mm dia 46 200 mm dia 47 250 mm dia 48 300 mm dia 49 350 mm dia 50 400 mm dia 51 450 mm dia 52 500 mm dia 53 scour valve 80 mm dia 54 fire hydrant 80 mm dia 55 c.i. single ball type air valve 20 mm dia 56 supply of all materials and construction offollowing chambers as per type design with supply of all labour, t&p etc. complete. 57 masonary type chamber with precast concrete opening. 58 fire hydrant chamber withprecast concrete opening. 59 air valve chamber withprecast concrete opening. 60 surface box type withprecast concrete opening. 61 dismentling of following type of road and stacking of useful materials, and disposal of debris upto 8 km lead including supply of all materials, labour, t&p etc. complete. 62 boe road 63 cement concrete road 64 bitumen road 65 interlocking tile road 66 permanent reinstatement of following type road as per specification of pwd / local body. 67 boe road ( with40 % new bricks and 60 % old undamaged serviceable bricks ) 68 c.c. road ( with 125 mm pcc base of 1:4:8 cement: coarse sand: 40 mm stone aggregate and 125 mm cement concrete course of 1:1.5:3 cement: coarse sand: 20 mm stone aggregate ) 69 bitumen road in nagar nigam1.granular sub base with material conforming to grade i ( size range 75 mm to 0.075 mm ) having cbr value 25 125 mm layer thickness.2.granular sub base with material conforming to grade ii ( size range 53 mm to 0.075 mm ) having cbr value 25 125 mm layer thickness.3. providing, laying, spreading & compacting graded stone aggregateto wet mix macadam. ( 100 mm thickness ) 4. providing & applying primecoat with medium bitumen vg 10 on prepared surfacespreading primer at the rate of 0.75 kg. / sqm.5.p / l of 40mm thick dbm with 100 120 tph batch type hmp producing and avg. output of 75 tph using crushed aggt. of specified grading premixed with bituminous binder vg 30 @ 5.5 %5a .p / l of 30 mm thick bc with 100 120 tph batch type hmp producing and avg. output of 75 tph using crushed aggt. of specified grading premixed with bituminous binder vg 30 @ 5.5 %6.providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade vg 10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size7. providing all necessary barricating and road painting work. 70 bitumen road on pwd roads1.granular sub base with material conforming to grade i ( size range 75 mm to 0.075 mm ) having cbr value 25 125 mm layer thickness.2.granular sub base with material conforming to grade ii ( size range 53 mm to 0.075 mm ) having cbr value 25 125 mm layer thickness.3. providing, laying, spreading & compacting graded stone aggregateto wet mix macadam. ( 150 mm thickness ) 4. providing & applying primecoat with medium bitumen vg 10 on prepared surfacespreading primer at the rate of 0.75 kg. / sqm.5.p / l of 50mm thick dense bituminous macadam with 100 120 tph batch type hmp producing and avg. output of 75 tph using crushed aggt. of specified grading premixed with bituminous binder vg 30 @ 3.4 %6..p / l of 40mm thick bc with 100 120 tph batch type hmp producing and avg. output of 75 tph using crushed aggt. of specified grading premixed with bituminous binder vg 30 @ 5.5 %7.providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade vg 10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size8. providing all necessary barricating and road painting work. 71 interlocking tile road ( 40 % new interlocking tile 80 mm thick m 35 grade and 60 % old serviceable tiles , palin cement concrete in 75 mm thickness 1:6:12 cement :sand: 40 mm coarse stone aggregate in base. ) 72 supply of all materials, labour t&p for shiftingof electric cable 11 / 33 kv supply cable. 73 crossing of road or large nala or structure or road by trenchless method having casing pipe. 74 500 mm dia ms pipe upto 2 mtr depth. 75 construction of rcc thurst block including supply of all material steel etc, labour and t&p 76 100 mm dia 77 150 mm dia 78 200 mm dia 79 250 mm dia 80 300 mm dia 81 350 mm dia 82 400 mm dia 83 450 mm dia 84 500 mm dia 85 supply of all materials, labour t&p and provide drain crossing with ms pipe in casing. 86 with 300 mm dia ms pipe 87 with 400 mm dia ms pipe 88 with 500 mm dia ms pipe 89 rising main 90 supply of d.i. pipes ( k 9 ) offollowing size / wall thickness with i.s. 8329 / 2000 or its latest amendments with jointing materials including for destination and all taxes and insurance etc. complete. 91 200 mm dia di k 9 92 250 mm dia di k 9 93 excavation of earth for pipe line trenches with lift upto 1.5 and lead upto 50m filling back the earth into trenches including watering, ramming and disposal of surplus material with in 50m lead etc. complete. 94 excavation of ordinary soil 95 excavation in mixed soil with bajri, kankar, mooram etc. 96 carting from store to site of work following d.i. pipe with specials, lowering the same into trenches and laying true to alignment and gradient including jointing properly testing of pipe line ( but excluding the cost of trenching and cutting of pipe for making the length ) etc. complete. 97 200 mm dia di k 9 98 250 mm dia di k 9 99 supply and delivery of ci / di flanged end sluice valve pn 1.6 ( mpa ) with body and bonnet of cast iron / ductile iron ggg 40 / sg 400 / 15 or ggg 50 / sg 500 / 7 or equivalent as per is1865, is:3896 2 and wedge fully rubber lined with food grade quality grade w270 grade epdm, replaceable spindle nut without gland packing with 3 o ring protection system on the shaft and seals of nbr. the valves should be vacuum tight and 100% leak proof with face to face dimensions as bs:5163 type a / is:14846. all the valves should be with fusion bonded electrostatic powder coating both inside and outside ( min 250 microns ) ral 5005 with pocket less straight through body passage conforming to design standards of din 3202f4 / bs:5163 type a flange drilling as per is 1538including all taxes, duties and transportation.non rising type 100 200 mm dia 101 250 mm dia 102 carting of following sizes ci sluice valve / air valvefromdepartmental store to site of work lowering the same into trenches and fixing in position andjointing the same with supply of all material and testing etc. complete. 103 200 mm dia 104 250 mm dia 105 supply of all materials and construct following type sluice valve chambers complete as per typedesign. 106 ( a ) masonary type s.v. chamber as per unit estimate 107 dismentling of following type of road and stacking of useful materials including supply of all materials, labour, t&p etc. complete. 108 boe road 109 c.c. road 110 bitumen road 111 interlocking 112 reinstatement of following type road charges to be paid to pwd / local body. 113 boe road 114 c.c. road ( with 125 mm pcc base of 1:4:8 cement: coarse sand: 40 mm stone aggregate and 125 mm cement concrete course of 1:1.5:3 cement: coarse sand: 20 mm stone aggregate ) 115 bitumen road in nagar nigam1.granular sub base with material conforming to grade i ( size range 75 mm to 0.075 mm ) having cbr value 25 125 mm layer thickness.2.granular sub base with material conforming to grade ii ( size range 53 mm to 0.075 mm ) having cbr value 25 125 mm layer thickness.3. providing, laying, spreading & compacting graded stone aggregateto wet mix macadam. ( 100 mm thickness ) 4. providing & applying primecoat with medium bitumen vg 10 on prepared surfacespreading primer at the rate of 0.75 kg. / sqm.5.p / l of 40mm thick dbm with 100 120 tph batch type hmp producing and avg. output of 75 tph using crushed aggt. of specified grading premixed with bituminous binder vg 30 @ 5.5 %5a .p / l of 30 mm thick bc with 100 120 tph batch type hmp producing and avg. output of 75 tph using crushed aggt. of specified grading premixed with bituminous binder vg 30 @ 5.5 %6.providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade vg 10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size7. providing all necessary barricating and road painting work. 116 bitumen road pwd1.granular sub base with material conforming to grade i ( size range 75 mm to 0.075 mm ) having cbr value 25 125 mm layer thickness.2.granular sub base with material conforming to grade ii ( size range 53 mm to 0.075 mm ) having cbr value 25 125 mm layer thickness.3. providing, laying, spreading & compacting graded stone aggregateto wet mix macadam. ( 150 mm thickness ) 4. providing & applying primecoat with medium bitumen vg 10 on prepared surfacespreading primer at the rate of 0.75 kg. / sqm.5.p / l of 50mm thick dense bituminous macadam with 100 120 tph batch type hmp producing and avg. output of 75 tph using crushed aggt. of specified grading premixed with bituminous binder vg 30 @ 3.4 %5a. providing and laying tack coat.6..p / l of 40mm thick bc with 100 120 tph batch type hmp producing and avg. output of 75 tph using crushed aggt. of specified grading premixed with bituminous binder vg 30 @ 5.5 %7.providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade vg 10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size8. providing all necessary barricating and road painting work. 117 interlocking tile road ( 40 % new interlocking tile 80 mm thick m 35 grade and 60 % old serviceable tiles , palin cement concrete in 75 mm thickness 1:6:12 cement :sand: 40 mm coarse stone aggregate in base. ) 118 supply of all material, labour, t&p and construct rcc thrust blocks at the bends of di pipeetc. complete. ( as per cpheeo specuification and departmental design ) 119 200 mm dia di pipe 120 250 mm dia di pipe 121 bypass arrangement from rising main to distribution main including supply of sluice valve, a / f tee, ci / di flange spigot, distance piece etc and carting, laying, jointing of all material, specials. this include all material, labour t&p. excluding cost of rising main, its laying jointing and excavation. 122 200 mm to 350 mm dia di k 9 123 250 mm to 500 mm dia di k 9 124 250 mm to 300 mm dia di k 9 125 200 mm to 400 mm dia di k 9 126 200 mm to 500 mm dia di k 9 127 interconnection of rising main with tubewell including supply , carting, laying & jointing of sluice valve, tee, tailpiece, bend and other specials etc. including all labour , material t&p. as per unit estimate 128 200 mm dia 129 house connection in new pipe line 130 residential house connection 131 materials 132 20 mm dia ( od ) hdpe pipe ( 12.5 kg / cm2 ) 133 15 mm dia ( od ) gi pipe class b 134 elbow 15 mmgi for above pipe 135 elbow 20mm ( od ) hdpe 136 providing & supplying of clamp saddle ( di strap saddle ) for house service connections shall be of fastened strap type with threaded outlet for service connection.clamp saddle shall be suitable for nominal size of distribution mains pipe line. the strap shall be elastomer coated ( insulated ) type for firm grip on pipe as well as to protect the coating on the pipe and to insulate the unidentical metals. the saddle shall be single strap type up to pipe size of nb 600 and service outlet 15mm, 20mm & 25mm. fasteners shall be of threaded nut bolt washer type. the sealing between the saddle and mains shall be obtained by using a profiled elastomer seal matching to the curvature of the pipe. the seal shall be elastomer type, suitable for all potable water application. the material of construction of the body, straps, fasteners etc. shall be non corrosive material sucha as engineering plastic ( pe / pp ) or stainless steel of a combination of both and shall ne inclusive of all cost such as testing, 133 s. no. items unit rates in rs. inspection charges, transporation up to site, transit, insurance, loading, unloading, stacking etc. complete. 137 100 nb x 15 mm, 20 mm, 25 mm 138 150 nb x 15 mm, 20 mm, 25 mm 139 200 nb x 15 mm, 20 mm, 25 mm 140 250 nb x 15 mm, 20 mm, 25 mm 141 300 nb x 15 mm, 20 mm, 25 mm 142 350 nb x 15 mm, 20 mm, 25 mm 143 20 mm pp adapter 144 15 mm gi union 145 brass ferrule heavy duty 15 mm size with end cap. 146 brass stop cock heavy duty 15 mm size. 147 labour 148 making ferrule connection in. distribution mainswith saddle piece, service connections, fittings, and fixing of g.m. ferrule of 15 mm size inculding tapping the main and.cutting threading and fitting gi pipe and specials including supply of all binding materials such as white lead and teflon tape including making hole in wall and plastering the same with mortar including cost of mortar and also including the cost of crossing the drain including all labour, t&p complete as per direction of eic 149 excavation 150 excavation and back filling of pitt and trenches 151 dismentling of following type of road and stacking of useful materials including supply of all materials, labour, t&p etc. complete. 152 in c.c. roads 153 in bituminous roads 154 in b.o.e. roads 155 in c.c. interlocking tiles roads 156 reinstatement of following type road as per specification 157 in c.c. roads 158 in bituminous roads nagar nigam1.granular sub base with material conforming to grade i ( size range 75 mm to 0.075 mm ) having cbr value 25 125 mm layer thickness.2.granular sub base with material conforming to grade ii ( size range 53 mm to 0.075 mm ) having cbr value 25 125 mm layer thickness.3. providing, laying, spreading & compacting graded stone aggregateto wet mix macadam. ( 100 mm thickness ) 4. providing & applying primecoat with medium bitumen vg 10 on prepared surfacespreading primer at the rate of 0.75 kg. / sqm.5.p / l of 40mm thick dbm with 100 120 tph batch type hmp producing and avg. output of 75 tph using crushed aggt. of specified grading premixed with bituminous binder vg 30 @ 5.5 %5a .p / l of 30 mm thick bc with 100 120 tph batch type hmp producing and avg. output of 75 tph using crushed aggt. of specified grading premixed with bituminous binder vg 30 @ 5.5 %6.providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade vg 10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size7. providing all necessary barricating and road painting work. 159 bitumen road pwd1.granular sub base with material conforming to grade i ( size range 75 mm to 0.075 mm ) having cbr value 25 125 mm layer thickness.2.granular sub base with material conforming to grade ii ( size range 53 mm to 0.075 mm ) having cbr value 25 125 mm layer thickness.3. providing, laying, spreading & compacting graded stone aggregateto wet mix macadam. ( 150 mm thickness ) 4. providing & applying primecoat with medium bitumen vg 10 on prepared surfacespreading primer at the rate of 0.75 kg. / sqm.5.p / l of 50mm thick dense bituminous macadam with 100 120 tph batch type hmp producing and avg. output of 75 tph using crushed aggt. of specified grading premixed with bituminous binder vg 30 @ 3.4 %5a. providing and laying tack coat.6..p / l of 40mm thick bc with 100 120 tph batch type hmp producing and avg. output of 75 tph using crushed aggt. of specified grading premixed with bituminous binder vg 30 @ 5.5 %7.providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade vg 10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size8. providing all necessary barricating and road painting work. 160 in b.o.e. roads 161 in c.c. interlocking tiles roads 162 commercial house connection 163 materials 164 20 mm dia ( od ) hdpe pipe ( 12.5 kg / cm2 ) 165 20 mm dia ( od ) gi pipe class b 166 elbow 20 mmgi for above pipe 167 elbow 20mm ( od ) hdpe 168 providing & supplying of clamp saddle ( di strap saddle ) for house service connections shall be of fastened strap type with threaded outlet for service connection.clamp saddle shall be suitable for nominal size of distribution mains pipe line. the strap shall be elastomer coated ( insulated ) type for firm grip on pipe as well as to protect the coating on the pipe and to insulate the unidentical metals. the saddle shall be single strap type up to pipe size of nb 600 and service outlet 15mm, 20mm & 25mm. fasteners shall be of threaded nut bolt washer type. the sealing between the saddle and mains shall be obtained by using a profiled elastomer seal matching to the curvature of the pipe. the seal shall be elastomer type, suitable for all potable water application. the material of construction of the body, straps, fasteners etc. shall be non corrosive material sucha as engineering plastic ( pe / pp ) or stainless steel of a combination of both and shall ne inclusive of all cost such as testing, 133 s. no. items unit rates in rs. inspection charges, transporation up to site, transit, insurance, loading, unloading, stacking etc. complete. 169 100 nb x 15 mm, 20 mm, 25 mm 170 150 nb x 15 mm, 20 mm, 25 mm 171 200 nb x 15 mm, 20 mm, 25 mm 172 250 nb x 15 mm, 20 mm, 25 mm 173 300 nb x 15 mm, 20 mm, 25 mm 174 350 nb x 15 mm, 20 mm, 25 mm 175 20 mm pp adapter 176 20 mm gi union 177 brass ferrule heavy duty 15 mm size with end cap. 178 brass stop cock heavy duty 15 mm size. 179 labour 180 making ferrule connection in. distribution mainswith saddle piece, service connections, fittings, and fixing of g.m. ferrule of 15 mm size inculding tapping the main and.cutting threading and fitting gi pipe and specials including supply of all binding materials such as white lead and teflon tape including making hole in wall and plastering the same with mortar including cost of mortar and also including the cost of crossing the drain including all labour, t&p complete as per direction of eic 181 excavation 182 excavation and back filling of pitt and trenches 183 dismentling of following type of road and stacking of useful materials including supply of all materials, labour, t&p etc. complete. 184 in c.c. roads 185 in bituminous roads 186 in b.o.e. roads 187 in c.c. interlocking tiles roads 188 reinstatement of following type road as per specification 189 in c.c. roads 190 in bituminous roads nagar nigambitumen road in nagar nigam1.granular sub base with material conforming to grade i ( size range 75 mm to 0.075 mm ) having cbr value 25 125 mm layer thickness.2.granular sub base with material conforming to grade ii ( size range 53 mm to 0.075 mm ) having cbr value 25 125 mm layer thickness.3. providing, laying, spreading & compacting graded stone aggregateto wet mix macadam. ( 100 mm thickness ) 4. providing & applying primecoat with medium bitumen vg 10 on prepared surfacespreading primer at the rate of 0.75 kg. / sqm.5.p / l of 40mm thick dbm with 100 120 tph batch type hmp producing and avg. output of 75 tph using crushed aggt. of specified grading premixed with bituminous binder vg 30 @ 5.5 %5a .p / l of 30 mm thick bc with 100 120 tph batch type hmp producing and avg. output of 75 tph using crushed aggt. of specified grading premixed with bituminous binder vg 30 @ 5.5 %6.providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade vg 10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size7. providing all necessary barricating and road painting work. 191 bitumen road pwd1.granular sub base with material conforming to grade i ( size range 75 mm to 0.075 mm ) having cbr value 25 125 mm layer thickness.2.granular sub base with material conforming to grade ii ( size range 53 mm to 0.075 mm ) having cbr value 25 125 mm layer thickness.3. providing, laying, spreading & compacting graded stone aggregateto wet mix macadam. ( 150 mm thickness ) 4. providing & applying primecoat with medium bitumen vg 10 on prepared surfacespreading primer at the rate of 0.75 kg. / sqm.5.p / l of 50mm thick dense bituminous macadam with 100 120 tph batch type hmp producing and avg. output of 75 tph using crushed aggt. of specified grading premixed with bituminous binder vg 30 @ 3.4 %5a. providing and laying tack coat.6..p / l of 40mm thick bc with 100 120 tph batch type hmp producing and avg. output of 75 tph using crushed aggt. of specified grading premixed with bituminous binder vg 30 @ 5.5 %7.providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade vg 10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size8. providing all necessary barricating and road painting work. 192 in b.o.e. roads 193 in c.c. interlocking tiles roads 194 supply and installation of multijet amr / ami based domestic water meter class b ( 15 mm ) with wi fi wireless metering. cost includes complete setup of automatic meter reading solution. amr module specification shall be approved by department. 195 supply and installation of multijet amr / ami based commercial water meter class b ( 20 mm ) with wi fi wireless metering. cost includes complete setup of automatic meter reading solution. amr module specification shall be approved by department. 196 over head tank 197 supply of all materials labour t&p etc. complete and construction of r.c.c. ( m30 grade ) over head tank of following capacity and staging above ground level with all work complete, including cost of soil testing. all the components of oht will be casted in m30 concrete & specially in m 30 construction of water bearing structure with cement, coarse sand and approved stone grit as per i.s. 11682, i.s.3370 part ( i ) & ( ii ) and i.s.456.minimum depth of foundation below original ground level will be 2.5m. seismic effects and wind load should be taken into consideration as i.s. 1893 for earthquake resistance and as per i.s. 875 part iii for wind load on structure ( this area is in seismic zone iv and high damage risk zone for wind ) .the cost of oht should be quoted assuming the bearing capacity of soil as 8 m.t.per sqm. including 1m wide rcc staircase from ground level to balcony. m.s. ladder made of 50x50x6 mm angle section and 20mm plain m.s. bars ( specification of m.s. should be as per is 800 2007 ) with hand rails of 20mm medium class g.i. pipes on both sides in three rows from balcony to top dome resting on an rcc platform ( 75cmx75cm and 10cm thick ) projecting from top ring beam and one aluminum ladder inside the tank body ( from manhole in top dome to bottom as per design and specification approved by engineer in charge. 1 m wide r.c.c. m25 balcony around the tank at the junction point of vertical wall and conical wall. proper railing of 20mm dia medium class g.i. pipe ( in 3 rows ) on both sides of stair case, around the balcony, at each landing and from landing with top ring beam upto manhole on the top dome and at the periphery of top dome. the g.i. pipes will be supported on m.s. posts made ofor rcc post, spaced at intervals not more than 1.5m.proper ventilator at top dome in circular shape of 1.2 m dia. along with an r.c.c. cover of minimum 1.50m dia and with mosquito net of standard quality along with expanded metaled jali between top dome and rcc cover. water level indicator fabricated with good quality minimum45mm x 45mm x 6mmm.s. angle with indicator board scale made 50x50x6mm m.s. angle section, of 3mm thick m.s. plate should have a clear width of minimum 25cm painted with good paint with brass wire rope, pulley, copper ball float, pointer etc.lightening conductor should be as per i.s.s.2309 or its latest amendments of latest electricity rules. c.i. manhole cover of min 60x60cm size with locking arrangement, supply, fixing & jointing of c.i.d. / f pipes ( for inlet, outlet, washout and overflow pipes ) and specials, duck foot bend and fixing of the sluice valve at outlet and wash put pipe with all specials; construction of sluice valve chamber, floor and apron with semi circular drain around the apron with 25mm pcc 1:2:4 over 75 mm pcc 1:4:8, apex painting on outer surface of oht, painting on ms ladder, railing, vertical pipe etc. as per approved make; excavation in all type of soil and all other works required for proper and complete construction of oht, testing of tank for water tightness as per the satisfaction of engineer in charge. 198 rinmochan operation zone 199 for 1300kl capacity / 26 m, staging 200 meerapur operation zone 201 for 1900kl capacity / 23m, staging 202 maniramdas operation zone 203 for 2400kl capacity / 24m, staging 204 construction of new pumphouse ( 3.6 x 3.0 m ) cum chlorinator ( size 2.8 x 1.8 m ) as per departmental drawing & design. 205 construction of boundary wall around stp and sump / pump house as per type design including supply of all materials, labour, tools and plants etc. complete. 206 supply & fixing of 3.60 m wide ms gate and 1.2 m wide ms gate including fabrication and supply of steel and construction of boundary pillars all complete. 207 earth filling in plinth including filling, dressing and ramming earth or sand or bajari or ballast or kankar or shingle. this include supply of earth from 12 km lead. 208 construction of interlocking approach road including supply of all materials, labour, tools and plants etc. complete. including construction of sub base ( p.c.c. 1:6:12 ( 75mm thick ) ) and c.c. edging of 100 mm height. interlocking tiles shall be rubber moulded80 mm thick minimum m 35 grade. 209 water works campus development including landscaping, horticulture in minimum 30% of land as per direction of engineer in charge. 210 renovation of old pumphouse ( 3.6x3 m ) cum chlorinator and boundary wall ( upto 30 mtr length including all brickwork, cc, plaster, painting complete etc. ) 211 construction ofadmin building with training center.rate is per sqm of plinth area. building shall be rcc framed structure including all amenities like water supply, drainage, fire fighting, electrical fittings ( min 20 fan, min 10 exhaust fans , min. 10 nos a.c., min. 100 leds, min 3 led displays 43 inch size etc. ) , required fall / wall panneling, . all specification shall be conforming to pwd / cpwd / c&ds building specification. 212 construction ofmaster control station.rate is per sqm of plinth area. building shall be rcc framed structure including all amenities like water supply, drainage, fire fighting, electrical fittings. all specification shall be conforming to pwd / cpwd / c&ds building specification. 213 construction of booster pump room as per department approved drawing and design rate per sqm of plinth area. 214 zone 1 awadhpuri 1200 lpm 60 m head 215 transportation of rig machine & its t&p / equipments to the site of work including loading & unloading, baricating, erection & dismantling etc. 216 transportation of air compressor and its t&p including loading & unloading, erection & dismantling etc. 217 transportation of op unit and its t&p including loading & unloading. erection &dismantling etc. 218 supply of tw assembly of mserw pipe including carting, loading & unloading 219 300 mm dia size mserw housing pipe 7.1mm thick including with 1 no 300 x 200mm dia m.s reducer 16 mm thick, 1 nom.s. well cap 12 mm thick , 11 no m.s. ring 100x12mm thick, m.s. s / i clamp , t.w. support ( i section ) etc comp in all respectfor each tw. 220 200mm dia mserw 7.1mm thick plain / slotted pipe including with 25 no m.s ring 100x12mmthick , 1 nom.s. bail plug , 15 no center guide etc comp in all respect. for each tw. 221 supply of pea gravel lal kuwan querry duly screened washed and proper stacking 222 drilling of bore ( including water arrangement ) for each tw 223 logging of bore 224 drilling of 600mm dia bore from g.l. to 65m bgl. 225 drilling of 500mm dia bore from 65 m bgl. to 100m bgl. 226 drilling of 500mm dia bore from 101 m bgl to 165m bgl. 227 welding and lowering of tw assembly ( including electrodes welding set and generator etc. required for completion of work ) as per following : lowering of 300mm x 200mm dia ( tube well assembly in bore hole and shrouding of pea gravel between annular space of bore hole and t.w. assembly from g.l. to 150m bgl. 228 lowering of 300mm dia mserw 7.1mm thick plain pipe from gl to 60 m bgl. 229 lowering of 200mm die mserw plain / slotted pipe 7.1mm thick from 60 m bgl to 100m bgl. 230 lowering of 200mm dia mserw plain / slotted pipe 7.1mm thick from 101m bgl to 150m bgl. 231 development of tubewell 232 cutting of tw cover and rewelding for compressor 233 by air compressor of 250 psi capacity including t&p, labour and material required for completion of work. 234 cutting of tw cover and rewelding for op unit works 235 by op unit of sutaible capacity including t&p, labour and material required for completion of work. 236 chemical and bacteriological test 237 miscellaneous work of t / w e.g vehicle for watch & ward during construction period, trial and run, dlp period, safety, baricadding and other site arrangements 238 supply, inatallation, commissioning & testing of pumping plant, chlorinating plant &voltage stabilizer 239 1200 lpm, 60 m head 2900 rpm, 30 h.p. submersible clear water pumping plant suitable to operate on 415+ %5 volt, 50 hz, 3 phase a.c. supply ( as per is 8034 1989 ) , switch gear with cubical panel for suitable operation of motor pump set. 240 main piping and valves of 150 mm dia 7.1 mm thick m.s. column pipe 24m, d / f pipe 1.0m long 01 no., d / f pipe 1.5m long 02 no., d / f bend, a / f tee, d / f sluice valve 2 no., d / f reflex valve 1no., enlarger / reducer 1 no, gauges with air line fittings, earthing material, tool kit, 2 ton chain pully block, scada compatible chlorinating plant, wiring of pump house &painting etc.complete. for each tw 241 fully automatic servovoltage stabilizer having capacity50 kva fully copper winding 3 phase a.c. supply 50 hz.input voltage 90 150 v output voltage 360 440 v with t / f oil , power cable & earthing etc.complete in all respect. 242 trial & run of pumping plant 243 three month trial & run, handing over of t / w, pumping plant and accessories, with sodium hypochloride solution, vehicle, watch & ward . 244 supply, installation testing & commissioningof scada for new, reboret / w & oht 245 fully automation of t / w through scada complete in all respect including mobile based app development and interconnection with mcs and central control room lucknow as per 24x7 water supply requirements 246 automation ofesrincluding automation of interconnected tubewells and supply installation testing and comissioning of booster pumps, level sensors, level transmitter, actuator based valves, bulk water meters, flow control valves, resedual chlorine detectors, solar based digital power transmitters, dg setsof suitable capacity for complete esr, security survillance cameras for campus, electromagnetic flowmeter of suitable size, power and control wiring , required rtus desktop pc, servers, water management and billing softwares, firewall, licences and other accessories complete in all respect like earthing, cabling etc in each dma of all 7 zones in the way to accomplish 24x7 water supply to each water connection in each dma of all zones. 247 zone 2 balgangadhar tilak 1200 lpm 48 m head 248 transportation of rig machine & its t&p / equipments to the site of work including loading & unloading, baricating, erection & dismantling etc. 249 transportation of air compressor and its t&p including loading & unloading, erection & dismantling etc. 250 transportation of op unit and its t&p including loading & unloading. erection &dismantling etc. 251 supply of tw assembly of mserw pipe including carting, loading & unloading 252 300 mm dia size mserw housing pipe 7.1mm thick including with 1 no 300 x 200mm dia m.s reducer 16 mm thick, 1 nom.s. well cap 12 mm thick , 11 no m.s. ring 100x12mm thick, m.s. s / i clamp , t.w. support ( i section ) etc comp in all respectfor each tw. 253 200mm dia mserw 7.1mm thick plain / slotted pipe including with 25no m.s ring 100x12mmthick , 1 nom.s. bail plug , 15 no center guide etc comp in all respect. for each tw. 254 supply of pea gravel lal kuwan querry duly screened washed and proper stacking 255 drilling of bore ( including water arrangement ) for each tw 256 logging of bore 257 drilling of 600mm dia bore from g.l. to 65m bgl. 258 drilling of 500mm dia bore from 65 m bgl. to 100m bgl. 259 drilling of 500mm dia bore from 101 m bgl to 165m bgl. 260 welding and lowering of tw assembly ( including electrodes welding set and generator etc. required for completion of work ) as per following : lowering of 300mm x 200mm dia ( tube well assembly in bore hole and shrouding of pea gravel between annular space of bore hole and t.w. assembly from g.l. to 150m bgl. 261 lowering of 300mm dia mserw 7.1mm thick plain pipe from gl to 60 m bgl. 262 lowering of 200mm die mserw plain / slotted pipe 7.1mm thick from 60 m bgl to 100m bgl. 263 lowering of 200mm dia mserw plain / slotted pipe 7.1mm thick from 101m bgl to 150m bgl. 264 development of tubewell 265 cutting of tw cover and rewelding for compressor 266 by air compressor of 250 psi capacity including t&p, labour and material required for completion of work. 267 cutting of tw cover and rewelding for op unit works 268 by op unit of sutaible capacity including t&p, labour and material required for completion of work. 269 chemical and bacteriological test 270 miscellaneous work of t / w e.g vehicle for watch & ward during construction period, trial and run, dlp period, safety, baricadding and other site arrangements 271 supply, inatallation, commissioning & testing of pumping plant, chlorinating plant &voltage stabilizer 272 1200 lpm, 48 m head 2900 rpm, 25 h.p. submersible clear water pumping plant suitable to operate on 415+ %5 volt, 50 hz, 3 phase a.c. supply ( as per is 8034 1989 ) , switch gear with cubical panel for suitable operation of motor pump set. 273 main piping and valves of 150 mm dia 7.1 mm thick m.s. column pipe 24m, d / f pipe 1.0m long 01 no., d / f pipe 1.5m long 02 no., d / f bend, a / f tee, d / f sluice valve 2 no., d / f reflex valve 1no., enlarger / reducer 1 no, gauges with air line fittings, earthing material, tool kit, 2 ton chain pully block, scada compatible chlorinating plant, wiring of pump house &painting etc.complete. for each tw 274 fully automatic servovoltage stabilizer having capacity50 kva fully copper winding 3 phase a.c. supply 50 hz.input voltage 90 150 v output voltage 360 440 v with t / f oil , power cable & earthing etc.complete in all respect. 275 trial & run of pumping plant 276 three month trial & run, handing over of t / w, pumping plant and accessories, with sodium hypochloride solution, vehicle, watch & ward . 277 supply, installation testing & commissioningof scada for new, reboret / w & oht 278 fully automation of t / w through scada complete in all respect including mobile based app development and interconnection with mcs and central control room lucknow as per 24x7 water supply requirements 279 automation ofesrincluding automation of interconnected tubewells and supply installation testing and comissioning of booster pumps, level sensors, level transmitter, actuator based valves, bulk water meters, flow control valves, resedual chlorine detectors, solar based digital power transmitters, dg setsof suitable capacity for complete esr, security survillance cameras for campus, electromagnetic flowmeter of suitable size, power and control wiring , required rtus desktop pc, servers, water management and billing softwares, firewall, licences and other accessories complete in all respect like earthing, cabling etc in each dma of all 7 zones in the way to accomplish 24x7 water supply to each water connection in each dma of all zones. 280 zone 3 rinmochan ghat 1200 lpm 60 m head 281 transportation of rig machine & its t&p / equipments to the site of work including loading & unloading, baricating, erection & dismantling etc. 282 transportation of air compressor and its t&p including loading & unloading, erection & dismantling etc. 283 transportation of op unit and its t&p including loading & unloading. erection &dismantling etc. 284 supply of tw assembly of mserw pipe including carting, loading & unloading 285 300 mm dia size mserw housing pipe 7.1mm thick including with 1 no 300 x 200mm dia m.s reducer 16 mm thick, 1 nom.s. well cap 12 mm thick , 11 no m.s. ring 100x12mm thick, m.s. s / i clamp , t.w. support ( i section ) etc comp in all respectfor each tw. 286 200mm dia mserw 7.1mm thick plain / slotted pipe including with 25 no m.s ring 100x12mmthick , 1 nom.s. bail plug , 15 no center guide etc comp in all respect. for each tw. 287 supply of pea gravel lal kuwan querry duly screened washed and proper stacking 288 drilling of bore ( including water arrangement ) for each tw 289 logging of bore 290 drilling of 600mm dia bore from g.l. to 65m bgl. 291 drilling of 500mm dia bore from 65 m bgl. to 100m bgl. 292 drilling of 500mm dia bore from 101 m bgl to 165m bgl. 293 welding and lowering of tw assembly ( including electrodes welding set and generator etc. required for completion of work ) as per following : lowering of 300mm x 200mm dia ( tube well assembly in bore hole and shrouding of pea gravel between annular space of bore hole and t.w. assembly from g.l. to 150m bgl. 294 lowering of 300mm dia mserw 7.1mm thick plain pipe from gl to 60 m bgl. 295 lowering of 200mm die mserw plain / slotted pipe 7.1mm thick from 60 m bgl to 100m bgl. 296 lowering of 200mm dia mserw plain / slotted pipe 7.1mm thick from 101m bgl to 150m bgl. 297 development of tubewell 298 cutting of tw cover and rewelding for compressor 299 by air compressor of 250 psi capacity including t&p, labour and material required for completion of work. 300 cutting of tw cover and rewelding for op unit works 301 by op unit of sutaible capacity including t&p, labour and material required for completion of work. 302 chemical and bacteriological test 303 miscellaneous work of t / w e.g vehicle for watch & ward during construction period, trial and run, dlp period, safety, baricadding and other site arrangements 304 supply, inatallation, commissioning & testing of pumping plant, chlorinating plant &voltage stabilizer 305 1200 lpm, 60 m head 2900 rpm, 30 h.p. submersible clear water pumping plant suitable to operate on 415+ %5 volt, 50 hz, 3 phase a.c. supply ( as per is 8034 1989 ) , switch gear with cubical panel for suitable operation of motor pump set. 306 main piping and valves of 150 mm dia 7.1 mm thick m.s. column pipe 24m, d / f pipe 1.0m long 01 no., d / f pipe 1.5m long 02 no., d / f bend, a / f tee, d / f sluice valve 2 no., d / f reflex valve 1no., enlarger / reducer 1 no, gauges with air line fittings, earthing material, tool kit, 2 ton chain pully block, scada compatible chlorinating plant, wiring of pump house &painting etc.complete. for each tw 307 fully automatic servovoltage stabilizer having capacity50 kva fully copper winding 3 phase a.c. supply 50 hz.input voltage 90 150 v output voltage 360 440 v with t / f oil , power cable & earthing etc.complete in all respect. 308 trial & run of pumping plant 309 three month trial & run, handing over of t / w, pumping plant and accessories, with sodium hypochloride solution, vehicle, watch & ward . 310 supply, installation testing & commissioningof scada for new, reboret / w & oht 311 fully automation of t / w through scada complete in all respect including mobile based app development and interconnection with mcs and central control room lucknow as per 24x7 water supply requirements 312 automation ofesrincluding automation of interconnected tubewells and supply installation testing and comissioning of booster pumps, level sensors, level transmitter, actuator based valves, bulk water meters, flow control valves, resedual chlorine detectors, solar based digital power transmitters, dg setsof suitable capacity for complete esr, security survillance cameras for campus, electromagnetic flowmeter of suitable size, power and control wiring , required rtus desktop pc, servers, water management and billing softwares, firewall, licences and other accessories complete in all respect like earthing, cabling etc in each dma of all 7 zones in the way to accomplish 24x7 water supply to each water connection in each dma of all zones. 313 zone 4 meerapur 1200 lpm 60 m head 314 transportation of rig machine & its t&p / equipments to the site of work including loading & unloading, baricating, erection & dismantling etc. 315 transportation of air compressor and its t&p including loading & unloading, erection & dismantling etc. 316 transportation of op unit and its t&p including loading & unloading. erection &dismantling etc. 317 supply of tw assembly of mserw pipe including carting, loading & unloading 318 300 mm dia size mserw housing pipe 7.1mm thick including with 1 no 300 x 200mm dia m.s reducer 16 mm thick, 1 nom.s. well cap 12 mm thick , 11 no m.s. ring 100x12mm thick, m.s. s / i clamp , t.w. support ( i section ) etc comp in all respectfor each tw. 319 200mm dia mserw 7.1mm thick plain / slotted pipe including with 25 no m.s ring 100x12mmthick , 1 nom.s. bail plug , 15 no center guide etc comp in all respect. for each tw. 320 supply of pea gravel lal kuwan querry duly screened washed and proper stacking 321 drilling of bore ( including water arrangement ) for each tw 322 logging of bore 323 drilling of 600mm dia bore from g.l. to 65m bgl. 324 drilling of 500mm dia bore from 65 m bgl. to 100m bgl. 325 drilling of 500mm dia bore from 101 m bgl to 165m bgl. 326 welding and lowering of tw assembly ( including electrodes welding set and generator etc. required for completion of work ) as per following : lowering of 300mm x 200mm dia ( tube well assembly in bore hole and shrouding of pea gravel between annular space of bore hole and t.w. assembly from g.l. to 150m bgl. 327 lowering of 300mm dia mserw 7.1mm thick plain pipe from gl to 60 m bgl. 328 lowering of 200mm die mserw plain / slotted pipe 7.1mm thick from 60 m bgl to 100m bgl. 329 lowering of 200mm dia mserw plain / slotted pipe 7.1mm thick from 101m bgl to 150m bgl. 330 development of tubewell 331 cutting of tw cover and rewelding for compressor 332 by air compressor of 250 psi capacity including t&p, labour and material required for completion of work. 333 cutting of tw cover and rewelding for op unit works 334 by op unit of sutaible capacity including t&p, labour and material required for completion of work. 335 chemical and bacteriological test 336 miscellaneous work of t / w e.g vehicle for watch & ward during construction period, trial and run, dlp period, safety, baricadding and other site arrangements 337 supply, inatallation, commissioning & testing of pumping plant, chlorinating plant &voltage stabilizer 338 1200 lpm, 60 m head 2900 rpm, 30 h.p. submersible clear water pumping plant suitable to operate on 415+ %5 volt, 50 hz, 3 phase a.c. supply ( as per is 8034 1989 ) , switch gear with cubical panel for suitable operation of motor pump set. 339 main piping and valves of 150 mm dia 7.1 mm thick m.s. column pipe 24m, d / f pipe 1.0m long 01 no., d / f pipe 1.5m long 02 no., d / f bend, a / f tee, d / f sluice valve 2 no., d / f reflex valve 1no., enlarger / reducer 1 no, gauges with air line fittings, earthing material, tool kit, 2 ton chain pully block, scada compatible chlorinating plant, wiring of pump house &painting etc.complete. for each tw 340 fully automatic servovoltage stabilizer having capacity50 kva fully copper winding 3 phase a.c. supply 50 hz.input voltage 90 150 v output voltage 360 440 v with t / f oil , power cable & earthing etc.complete in all respect. 341 trial & run of pumping plant 342 three month trial & run, handing over of t / w, pumping plant and accessories, with sodium hypochloride solution, vehicle, watch & ward . 343 supply, installation testing & commissioningof scada for new, reboret / w & oht 344 fully automation of t / w through scada complete in all respect including mobile based app development and interconnection with mcs and central control room lucknow as per 24x7 water supply requirements 345 automation ofesrincluding automation of interconnected tubewells and supply installation testing and comissioning of booster pumps, level sensors, level transmitter, actuator based valves, bulk water meters, flow control valves, resedual chlorine detectors, solar based digital power transmitters, dg setsof suitable capacity for complete esr, security survillance cameras for campus, electromagnetic flowmeter of suitable size, power and control wiring , required rtus desktop pc, servers, water management and billing softwares, firewall, licences and other accessories complete in all respect like earthing, cabling etc in each dma of all 7 zones in the way to accomplish 24x7 water supply to each water connection in each dma of all zones. 346 zone 5 maniramdas 1200 lpm 60 m head 347 transportation of rig machine & its t&p / equipments to the site of work including loading & unloading, baricating, erection & dismantling etc. 348 transportation of air compressor and its t&p including loading & unloading, erection & dismantling etc. 349 transportation of op unit and its t&p including loading & unloading. erection &dismantling etc. 350 supply of tw assembly of mserw pipe including carting, loading & unloading 351 300 mm dia size mserw housing pipe 7.1mm thick including with 1 no 300 x 200mm dia m.s reducer 16 mm thick, 1 nom.s. well cap 12 mm thick , 11 no m.s. ring 100x12mm thick, m.s. s / i clamp , t.w. support ( i section ) etc comp in all respectfor each tw. 352 200mm dia mserw 7.1mm thick plain / slotted pipe including with 25 no m.s ring 100x12mmthick , 1 nom.s. bail plug , 15 no center guide etc comp in all respect. for each tw. 353 supply of pea gravel lal kuwan querry duly screened washed and proper stacking 354 drilling of bore ( including water arrangement ) for each tw 355 logging of bore 356 drilling of 600mm dia bore from g.l. to 65m bgl. 357 drilling of 500mm dia bore from 65 m bgl. to 100m bgl. 358 drilling of 500mm dia bore from 101 m bgl to 165m bgl. 359 welding and lowering of tw assembly ( including electrodes welding set and generator etc. required for completion of work ) as per following : lowering of 300mm x 200mm dia ( tube well assembly in bore hole and shrouding of pea gravel between annular space of bore hole and t.w. assembly from g.l. to 150m bgl. 360 lowering of 300mm dia mserw 7.1mm thick plain pipe from gl to 60 m bgl. 361 lowering of 200mm die mserw plain / slotted pipe 7.1mm thick from 60 m bgl to 100m bgl. 362 lowering of 200mm dia mserw plain / slotted pipe 7.1mm thick from 101m bgl to 150m bgl. 363 development of tubewell 364 cutting of tw cover and rewelding for compressor 365 by air compressor of 250 psi capacity including t&p, labour and material required for completion of work. 366 cutting of tw cover and rewelding for op unit works 367 by op unit of sutaible capacity including t&p, labour and material required for completion of work. 368 chemical and bacteriological test 369 miscellaneous work of t / w e.g vehicle for watch & ward during construction period, trial and run, dlp period, safety, baricadding and other site arrangements 370 supply, inatallation, commissioning & testing of pumping plant, chlorinating plant &voltage stabilizer 371 1200 lpm, 60 m head 2900 rpm, 30 h.p. submersible clear water pumping plant suitable to operate on 415+ %5 volt, 50 hz, 3 phase a.c. supply ( as per is 8034 1989 ) , switch gear with cubical panel for suitable operation of motor pump set. 372 main piping and valves of 150 mm dia 7.1 mm thick m.s. column pipe 24m, d / f pipe 1.0m long 01 no., d / f pipe 1.5m long 02 no., d / f bend, a / f tee, d / f sluice valve 2 no., d / f reflex valve 1no., enlarger / reducer 1 no, gauges with air line fittings, earthing material, tool kit, 2 ton chain pully block, scada compatible chlorinating plant, wiring of pump house &painting etc.complete. for each tw 373 fully automatic servovoltage stabilizer having capacity50 kva fully copper winding 3 phase a.c. supply 50 hz.input voltage 90 150 v output voltage 360 440 v with t / f oil , power cable & earthing etc.complete in all respect. 374 trial & run of pumping plant 375 three month trial & run, handing over of t / w, pumping plant and accessories, with sodium hypochloride solution, vehicle, watch & ward . 376 supply, installation testing & commissioningof scada for new, reboret / w & oht 377 fully automation of t / w through scada complete in all respect including mobile based app development and interconnection with mcs and central control room lucknow as per 24x7 water supply requirements 378 automation ofesrincluding automation of interconnected tubewells and supply installation testing and comissioning of booster pumps, level sensors, level transmitter, actuator based valves, bulk water meters, flow control valves, resedual chlorine detectors, solar based digital power transmitters, dg setsof suitable capacity for complete esr, security survillance cameras for campus, electromagnetic flowmeter of suitable size, power and control wiring , required rtus desktop pc, servers, water management and billing softwares, firewall, licences and other accessories complete in all respect like earthing, cabling etc in each dma of all 7 zones in the way to accomplish 24x7 water supply to each water connection in each dma of all zones. 379 zone 6 hanuman garhi 1200 lpm 48 m head 380 transportation of rig machine & its t&p / equipments to the site of work including loading & unloading, baricating, erection & dismantling etc. 381 transportation of air compressor and its t&p including loading & unloading, erection & dismantling etc. 382 transportation of op unit and its t&p including loading & unloading. erection &dismantling etc. 383 supply of tw assembly of mserw pipe including carting, loading & unloading 384 300 mm dia size mserw housing pipe 7.1mm thick including with 1 no 300 x 200mm dia m.s reducer 16 mm thick, 1 nom.s. well cap 12 mm thick , 11 no m.s. ring 100x12mm thick, m.s. s / i clamp , t.w. support ( i section ) etc comp in all respectfor each tw. 385 200mm dia mserw 7.1mm thick plain / slotted pipe including with 25 no m.s ring 100x12mmthick , 1 nom.s. bail plug , 15 no center guide etc comp in all respect. for each tw. 386 supply of pea gravel lal kuwan querry duly screened washed and proper stacking 387 drilling of bore ( including water arrangement ) for each tw 388 logging of bore 389 drilling of 600mm dia bore from g.l. to 65m bgl. 390 drilling of 500mm dia bore from 65 m bgl. to 100m bgl. 391 drilling of 500mm dia bore from 101 m bgl to 165m bgl. 392 welding and lowering of tw assembly ( including electrodes welding set and generator etc. required for completion of work ) as per following : lowering of 300mm x 200mm dia ( tube well assembly in bore hole and shrouding of pea gravel between annular space of bore hole and t.w. assembly from g.l. to 150m bgl. 393 lowering of 300mm dia mserw 7.1mm thick plain pipe from gl to 60 m bgl. 394 lowering of 200mm die mserw plain / slotted pipe 7.1mm thick from 60 m bgl to 100m bgl. 395 lowering of 200mm dia mserw plain / slotted pipe 7.1mm thick from 101m bgl to 150m bgl. 396 development of tubewell 397 cutting of tw cover and rewelding for compressor 398 by air compressor of 250 psi capacity including t&p, labour and material required for completion of work. 399 cutting of tw cover and rewelding for op unit works 400 by op unit of sutaible capacity including t&p, labour and material required for completion of work. 401 chemical and bacteriological test 402 miscellaneous work of t / w e.g vehicle for watch & ward during construction period, trial and run, dlp period, safety, baricadding and other site arrangements 403 supply, inatallation, commissioning & testing of pumping plant, chlorinating plant &voltage stabilizer 404 1200 lpm, 48 m head 2900 rpm, 25 h.p. submersible clear water pumping plant suitable to operate on 415+ %5 volt, 50 hz, 3 phase a.c. supply ( as per is 8034 1989 ) , switch gear with cubical panel for suitable operation of motor pump set. 405 main piping and valves of 150 mm dia 7.1 mm thick m.s. column pipe 24m, d / f pipe 1.0m long 01 no., d / f pipe 1.5m long 02 no., d / f bend, a / f tee, d / f sluice valve 2 no., d / f reflex valve 1no., enlarger / reducer 1 no, gauges with air line fittings, earthing material, tool kit, 2 ton chain pully block, scada compatible chlorinating plant, wiring of pump house &painting etc.complete. for each tw 406 fully automatic servovoltage stabilizer having capacity50 kva fully copper winding 3 phase a.c. supply 50 hz.input voltage 90 150 v output voltage 360 440 v with t / f oil , power cable & earthing etc.complete in all respect. 407 trial & run of pumping plant 408 three month trial & run, handing over of t / w, pumping plant and accessories, with sodium hypochloride solution, vehicle, watch & ward . 409 supply, installation testing & commissioningof scada for new, reboret / w & oht 410 fully automation of t / w through scada complete in all respect including mobile based app development and interconnection with mcs and central control room lucknow as per 24x7 water supply requirements 411 automation ofesrincluding automation of interconnected tubewells and supply installation testing and comissioning of booster pumps, level sensors, level transmitter, actuator based valves, bulk water meters, flow control valves, resedual chlorine detectors, solar based digital power transmitters, dg setsof suitable capacity for complete esr, security survillance cameras for campus, electromagnetic flowmeter of suitable size, power and control wiring , required rtus desktop pc, servers, water management and billing softwares, firewall, licences and other accessories complete in all respect like earthing, cabling etc in each dma of all 7 zones in the way to accomplish 24x7 water supply to each water connection in each dma of all zones. 412 zone 7 jalkal vibhag 1200 lpm 60 m head 413 transportation of rig machine & its t&p / equipments to the site of work including loading & unloading, baricating, erection & dismantling etc. 414 transportation of air compressor and its t&p including loading & unloading, erection & dismantling etc. 415 transportation of op unit and its t&p including loading & unloading. erection &dismantling etc. 416 supply of tw assembly of mserw pipe including carting, loading & unloading 417 300 mm dia size mserw housing pipe 7.1mm thick including with 1 no 300 x 200mm dia m.s reducer 16 mm thick, 1 nom.s. well cap 12 mm thick , 11 no m.s. ring 100x12mm thick, m.s. s / i clamp , t.w. support ( i section ) etc comp in all respectfor each tw. 418 200mm dia mserw 7.1mm thick plain / slotted pipe including with 25 no m.s ring 100x12mmthick , 1 nom.s. bail plug , 15 no center guide etc comp in all respect. for each tw. 419 supply of pea gravel lal kuwan querry duly screened washed and proper stacking 420 drilling of bore ( including water arrangement ) for each tw 421 logging of bore 422 drilling of 600mm dia bore from g.l. to 65m bgl. 423 drilling of 500mm dia bore from 65 m bgl. to 100m bgl. 424 drilling of 500mm dia bore from 101 m bgl to 165m bgl. 425 welding and lowering of tw assembly ( including electrodes welding set and generator etc. required for completion of work ) as per following : lowering of 300mm x 200mm dia ( tube well assembly in bore hole and shrouding of pea gravel between annular space of bore hole and t.w. assembly from g.l. to 150m bgl. 426 lowering of 300mm dia mserw 7.1mm thick plain pipe from gl to 60 m bgl. 427 lowering of 200mm die mserw plain / slotted pipe 7.1mm thick from 60 m bgl to 100m bgl. 428 lowering of 200mm dia mserw plain / slotted pipe 7.1mm thick from 101m bgl to 150m bgl. 429 development of tubewell 430 cutting of tw cover and rewelding for compressor 431 by air compressor of 250 psi capacity including t&p, labour and material required for completion of work. 432 cutting of tw cover and rewelding for op unit works 433 by op unit of sutaible capacity including t&p, labour and material required for completion of work. 434 chemical and bacteriological test 435 miscellaneous work of t / w e.g vehicle for watch & ward during construction period, trial and run, dlp period, safety, baricadding and other site arrangements 436 supply, inatallation, commissioning & testing of pumping plant, chlorinating plant &voltage stabilizer 437 1200 lpm, 60 m head 2900 rpm, 30 h.p. submersible clear water pumping plant suitable to operate on 415+ %5 volt, 50 hz, 3 phase a.c. supply ( as per is 8034 1989 ) , switch gear with cubical panel for suitable operation of motor pump set. 438 main piping and valves of 150 mm dia 7.1 mm thick m.s. column pipe 24m, d / f pipe 1.0m long 01 no., d / f pipe 1.5m long 02 no., d / f bend, a / f tee, d / f sluice valve 2 no., d / f reflex valve 1no., enlarger / reducer 1 no, gauges with air line fittings, earthing material, tool kit, 2 ton chain pully block, scada compatible chlorinating plant, wiring of pump house &painting etc.complete. for each tw 439 fully automatic servovoltage stabilizer having capacity50 kva fully copper winding 3 phase a.c. supply 50 hz.input voltage 90 150 v output voltage 360 440 v with t / f oil , power cable & earthing etc.complete in all respect. 440 trial & run of pumping plant 441 three month trial & run, handing over of t / w, pumping plant and accessories, with sodium hypochloride solution, vehicle, watch & ward . 442 supply, installation testing & commissioningof scada for new, reboret / w & oht 443 fully automation of t / w through scada complete in all respect including mobile based app development and interconnection with mcs and central control room lucknow as per 24x7 water supply requirements 444 automation ofesrincluding automation of interconnected tubewells and supply installation testing and comissioning of booster pumps, level sensors, level transmitter, actuator based valves, bulk water meters, flow control valves, resedual chlorine detectors, solar based digital power transmitters, dg setsof suitable capacity for complete esr, security survillance cameras for campus, electromagnetic flowmeter of suitable size, power and control wiring , required rtus desktop pc, servers, water management and billing softwares, firewall, licences and other accessories complete in all respect like earthing, cabling etc in each dma of all 7 zones in the way to accomplish 24x7 water supply to each water connection in each dma of all zones. 445 supply, installation testing & commissioningof scada mcs ( master control station ) for each dma of all zones 446 scada mcs ( master control station ) complete in all respect...
Due Date : April 06, 2023
Tender Value : ₹ 77.53 Crore
