planning design Tenders in Uttar Pradesh

1
Uttar Pradesh Jal Nigam - Uttar Pradesh

39273964 surveying, soil investigation, design and supply of all materials, labour, t&p etc. complete required for completion of following works of “nagar palika parisad tanda water supply re organization & house connection schemedistrict ambedkarnagar” on turn key basis hdpe pipepn 6 pe 100 4 110 mm dia 5 140 mm dia 6 160 mm dia 7 di pipe class k 7 8 200 mm dia 9 250 mm dia 10 300 mm dia 11 350 mm dia 12 400 mm dia 13 supply of specials for above pipes. 14 hdpe pipes ( 5 %of sl.no 1.03 to 1.06 ) 15 d.i. pipe ( 10 %of sl.no 1.08 to 1.13 ) 16 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. 17 hdpe pipepn 6 pe 100 18 110 mm dia 19 140 mm dia 20 160 mm dia 21 di pipe class k 7 22 200 mm dia 23 250 mm dia 24 300 mm dia 25 350 mm dia 26 400 mm dia 27 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. 28 supply of following sizes c.i.d. / f sluice valve including f.o.r. destination and taxes and insurance etc. complete as per relevant is. 29 c. i. d / f sluice valve 30 100 mm dia 31 125 mm dia 32 200 mm dia 33 250 mm dia 34 300 mm dia 35 350 mm dia 36 400 mm dia 37 scour valve 80 mm dia 38 fire hydrant 80 mm dia 39 c.i. single ball type air valve 50 mm dia 40 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. 41 c. i. d / f sluice valve 42 100 mm dia 43 125 mm dia 44 200 mm dia 45 250 mm dia 46 300 mm dia 47 350 mm dia 48 400 mm dia 49 scour valve 80 mm dia 50 fire hydrant 80 mm dia 51 c.i. single ball type air valve 50 mm dia 52 supply of all materials and construct following chambers as per type design with supply of all labour, t&p etc. complete. 53 masonary type 54 fire hydrant chamber 55 air valve chamber 56 surface box type 57 scour valve chamber 58 dismentling of following type of road and stacking of useful materials including supply of all materials, labour, t&p etc. complete. 59 boe road 60 c.c. road 61 bitumen road 62 interlocking 63 reinstatement of following type road as per pwd specification 64 boe road ( with40 % new bricks and 60 % old undamaged serviceable bricks ) 65 c.c. road ( with 150 mm pcc base of 1:4:8 cement: coarse sand: 40 mm stone aggregate and 100 mm cement concrete course of 1:1.5:3 cement: coarse sand: 20 mm stone aggregate ) 66 bitumen road nagar palika1.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 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 %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. 67 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 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 %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. 68 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. ) 69 making house connection should be done atleast 2 m inside the boundary wall with provision of tap from distribution line to outer wall of house with supply of 1 m above gl g.i. pipe ( 15 mm ) ( above ground ) & average 5 mtr. mdpe pipe ( 20 mm ) ( below ground ) including specials saddle tapetc. of suitable size t&p etc. including excavation laying and jointing for proper completion of work as per instructions of engineer as per dwg 12 ( excluding road restoration ) 70 surveysite investigation planning, design drawings as per state road manual and vetting / checked from state road divisional office and taking noc for trenchless crossing of national highway road and railway track ( crossing length 15m to 25m ) , road for of required dia rising main / ditribution pipe with casing pipe as required for proper completion of work required size of ms casing pipe as per drawing and as per ( is:3589 & made from confining to is:2062 ) with 750 micron pu coating internally and 250 micron anti corrosive bituminous paint externally by trenchless technology method at an average depth 3.60 mtr from normal ground level up to top of casing pipe including excavation & filling of pit, dewatering arrangement, supporting system for soil, also including supply and fixing of 2 no sluice valve isi mark, construction of sluice valve chamber etc. all complete work including supply & fixing specials in carrier pipe over main pipe, as per specification given in the bid documents including supply of all materials, labour t&p etc. for proper completion of work as per instruction of engineer. 71 state highway road crossing ( upto dia 350 mm ) 72 road crossing excavation in foundation of trench of proper sizein soil mixed with moorum, shingle, kankar, soft rock, hard rock, including refilling, dressing and ramming earth or sand or bajri, ballast, including providing, supply, carting, lowering, laying and jointing of casing pipe of di k9 150mmwith appropriate size, with rubber ring joint, sand filling in gap inside di pipe, insertion of distribution pipe into the encasing pipe including supply of t&p, including concrete of 150 mm thick in with 40mm gauge brick ballastlocal sand and cement in proportion of 8:4:1, provision for barricading, labour for traffic diversion etc. complete for proper completion of work as per instruction of engineer. 73 provision for following types of culvert crossing along the alignment of pipe line complete as per instructions of engineer in charge. ( casing of pipe is done by concreting ) 74 nala / culvert crossing ( width 3.5 m ) upto dia 300 mm 75 canal crossing ( width 5 10m ) 76 supply of all material, labour, t&p and construct rcc thrust blocks at the bends etc. comlete. 77 from 150mm to 400mm 78 laying of rising main 79 supply of d.i. pipes ( k 7 ) offollowing size / wall thickness with i.s. 8329 / 2000 or its latest amendments with jointing materials including for destination and all taxes and insurance and including all specialsof rising mainetc. complete. 80 200mm dia di k 9 81 150mm dia di k 9 82 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. 83 dismentling of following type of road and stacking of useful materials including supply of all materials, labour, t&p etc. complete. 84 bitumen road 85 reinstatement of following type road as per pwd specification 86 bitumen road 87 supply of all material, labour, t&p and construct rcc thrust blocks at the bends etc. comlete. 88 from 150mm to 400mm 89 provide all materials, labour, t&p etc. complete and constructed bye pass chamber for pump house ( 1000 ( l ) x 1000 ( w ) x 1150 ( h ) mm ) drawing ( drawing no.d 3 ) and as per the specifications for civil work given in the bid document, including supply of all material, labour and t&p etc complete as per instructions of engineer in charge. 90 provide all materials labour t&p etc. complete and construct pump house size ( 3.6x3.0x3.0 ) m chlorinating room size ( 2.60x1.80x3.0 ) m as per departmental type design and drawing ( drawing no d 2 ) and as per the specifications for civil work given in the bid document including supply of all material labour and t&p etc complete as per instructions of engineer in charge. 91 provide all materials labour, t&p etc. and construct single room staff quarter at water works site identified by the engineer in charge as per department type design and drawing and specifications of civil works laid down in the bid document, includingallmaterial labour, t&petccompleteforproper completion of work as per instructions of engineer in charge. ( drawing no.d 7 ) 92 construction of o.h.t. 93 supply of all materials labour t&p etc. complete and construction of r.c.c. ( m25 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 m25 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 94 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 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 95 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. 96 zone 3, 1850kl capacity / 20m staging 97 zone 4, 1700kl capacity / 20m staging 98 zone 5, 1650kl capacity / 20m staging 99 zone 6, 1350kl capacity / 20m staging 100 renovation of rcc overhead tank 101 renovation of oht at zone 1, 1100 kl / 18m 102 renovation of oht at zone 2, 1650 kl / 20m 103 construction of new boundary wall, approach road and gate 104 construction of boundary wall around pumphouse and o.h.t as per type design including supply of all materials, labour, tools and plants etc. complete. 105 supply & fixing of 3.60 m wide ms gate including fabrication and supply of steel and construction of boundary pillars all complete. 106 supply and fixing of 1.2m wide ms wicket gate including fabricationand supply of steel and construction of boundary pillars all complete. 107 supply earth filling in plingth including filling, dressing and ramming earth or sand or bajari or ballast or kankar or shingle. 108 construction of interlocking approach road with both side brick eadge and earth filling including supply of all materials, labour, tools and plants etc. complete. 109 construction of drain 110 water recharge mechanism within the water works campus 111 e / m works 112 for zone 1 113 transportation of rig machine & its t&p / equipments to the site of work including loading & unloading, baricating, erection & dismantling etc. 114 transportation of air compressor and its t&p including loading & unloading, erection & dismantling etc. 115 transportation of op unit and its t&p including loading & unloading. erection &dismantling etc. 116 supply including loading & unloading of tw assembly of mserw pipe. 117 300mm dia size mserw housing pipe 7.1mm thick including with 1 no 300 x 200mm dia m.s reducer 16mm thick, 1 nom.s. well cap 12mm thick , 10 no m.s. ring 100x12mm thick, m.s. s / i clamp , t.w. support ( i section ) etc complete in all respect . 118 200mm dia mserw 7.1mm thick plain / slotted pipe including with 20 no m.s ring 100x12mmthick , 1 nom.s. bail plug , 8 no center guide etc comp in all respect. 119 drilling of bore ( including water arrangement ) 120 logging of bore 121 drilling of 600mm dia bore from g.l. to 65 m bgl. 122 drilling of 500mm dia bore from 65m bgl to 100m bgl. 123 drilling of 500mm dia bore from 100m bgl to165m bgl. 124 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. 125 lowering of 300mm dia mserw 7.1mm thick plain pipe from gl to 60 m bgl. 126 lowering of 200mm die mserw plain / slotted pipe 7.1mm thick from 60 m bgl to 100m bgl. 127 lowering of 200mm dia mserw plain / slotted pipe 7.1mm thick from 100m bgl to 150m bgl. 128 supply of pea gravel size 1.6mm to 4.80mm of lalkuwan quarry duly screened , washed and proper stacking at site. 129 development of tubewell 130 cutting of t.w. cover by gas cutter, re welding of t.w. cover by electric welding after complete development of work. 131 by air compressor of 250 psi capacity including t&p, labour and material required for completion of work. 132 cutting of t.w. cover by gas cutter, re welding of t.w. cover by electric welding after complete development of work. 133 by op unit of sutaible capacity including t&p, labour and material required for completion of work. 134 chemical and bacteriological test 135 miscellaneous work of t / w e.g vehicle for watch & ward during construction period, safety, baricadding and other site arrangements 136 supply, inatallation, commissioning & testing of pumping plant, chlorinating plant & stabilizer 137 1200 lpm, 58m head 2900rpm, 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 ) . 138 main piping and valves of 150 mm dia 5.4 mm thick m.s. column pipe 30m, d / f pipe 1.0m long 01 no., d / f pipe 1.5m long 02 no., d / f bend 01 no., a / f tee, 01 no. 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 compatable chlorinating systeme, internal electrification of pump house, painting etc. 139 fully automatic servovoltage stabilizer having capacity40 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. 140 supply & installation of sutable sizearmoured cable including lugs itc. complete works. 141 ce / ul certified intelligent smart energy meter 142 motor operatedactuator without sluice valve ( 150mm ) 143 ce / ul certified electromagneticflowmeter of size:150mm 144 digital soft starter ( 22 kw ) 145 auto phase reversal unit with inbuilt time delay & enclosure conforming to iec: 60947 1 & iec:60947 b 1 ) ( 125 amps ) 146 ce / ul certified hydrostatatic type sub soil water level transmitter 147 ce / ul certified pressure transmitter 148 complete cabling for tubewell including all power & control cables of all equipment at pumphouse and oht 149 required equipments & instrumentation to be installed at existing tw 150 scada compatable chlorinatingsystem 151 supply & erection of servo stabilizer of 40 kva 152 ce / ul certified intelligent smart energy meter 153 motor operatedactuator without sluice valve ( 150mm ) 154 ce / ul certified electromagneticflowmeter of size:150mm 155 digital soft starter ( 22 kw ) 156 auto phase reversal unit with inbuilt time delay & enclosure conforming to iec: 60947 1 & iec:60947 b 1 ) ( 125 amps ) 157 ce / ul certified hydrostatatic type sub soil water level transmitter 158 ce / ul certified pressure transmitter 159 complete cabling for tubewell including all power & control cables of all equipment at pumphouse and oht 160 requiredequipment to be installed atoht 161 motor operated sluice valve with actuator 350 mm size 162 electromagnetic flowmeter of 350 mm size 163 cost of cutting outlet pipe & installation of flowmeter of 350 mm. 164 trial & run of pumping plant 165 three month trial & run, handing over of t / w, pumping plant, accessorieswithsodium hypochloride solution, vehicle, watch & ward . 166 supply , installation testing & commissioningof scada for new / existingt / w & oht 167 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. 168 automation ofohtincluding automation of interconnected tubewells, level sensors etc. 169 for zone 2 170 required equipments & instrumentation to be installed at existing tw 171 scada compatable chlorinatingsystem 172 supply & erection of servo stabilizer of 40 kva 173 ce / ul certified intelligent smart energy meter 174 motor operatedactuator without sluice valve ( 150mm ) 175 ce / ul certified electromagneticflowmeter of size:150mm 176 digital soft starter ( 22 kw ) 177 auto phase reversal unit with inbuilt time delay & enclosure conforming to iec: 60947 1 & iec:60947 b 1 ) ( 125 amps ) 178 ce / ul certified hydrostatatic type sub soil water level transmitter 179 ce / ul certified pressure transmitter 180 complete cabling for tubewell including all power & control cables of all equipment at pumphouse and oht 181 requiredequipment to be installed atoht 182 motor operated sluice valve with actuator 400 mm size 183 electromagnetic flowmeter of 400 mm size 184 cost of cutting outlet pipe & installation of flowmeter of 400 mm. 185 trial & run of pumping plant 186 three month trial & run, handing over of t / w, pumping plant, accessorieswithsodium hypochloride solution, vehicle, watch & ward . 187 supply, installation testing & commissioningof scada for existing t / w & oht 188 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. 189 automation ofohtincluding automation of interconnected tubewells, level sensors etc. 190 for zone 3 191 transportation of rig machine & its t&p / equipments to the site of work including loading & unloading, baricating, erection & dismantling etc. 192 transportation of air compressor and its t&p including loading & unloading, erection & dismantling etc. 193 transportation of op unit and its t&p including loading & unloading. erection &dismantling etc. 194 supply including loading & unloading of tw assembly of mserw pipe. 195 300mm dia size mserw housing pipe 7.1mm thick including with 1 no 300 x 200mm dia m.s reducer 16mm thick, 1 nom.s. well cap 12mm thick , 10 no m.s. ring 100x12mm thick, m.s. s / i clamp , t.w. support ( i section ) etc comp in all respect . 196 200mm dia mserw 7.1mm thick plain / slotted pipe including with 20 no m.s ring 100x12mmthick , 1 nom.s. bail plug , 8 no center guide etc complete in all respect. 197 drilling of bore ( including water arrangement ) 198 logging of bore 199 drilling of 600mm dia bore from g.l. to 65 m bgl. 200 drilling of 500mm dia bore from 65m bgl to 100m bgl. 201 drilling of 500mm dia bore from 100m bgl to165m bgl. 202 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. 203 lowering of 300mm dia mserw 7.1mm thick plain pipe from gl to 60 m bgl. 204 lowering of 200mm die mserw plain / slotted pipe 7.1mm thick from 60 m bgl to 100m bgl. 205 lowering of 200mm dia mserw plain / slotted pipe 7.1mm thick from 100m bgl to 150m bgl. 206 supply of pea gravel size 1.6mm to 4.80mm of lalkuwan quarry duly screened , washed and proper stacking at site. 207 development of tubewell 208 cutting of t.w. cover by gas cutter, re welding of t.w. cover by electric welding after complete development of work. 209 by air compressor of 250 psi capacity including t&p, labour and material required for completion of work. 210 cutting of t.w. cover by gas cutter, re welding of t.w. cover by electric welding after complete development of work. 211 by op unit of sutaible capacity including t&p, labour and material required for completion of work. 212 chemical and bacteriological test 213 miscellaneous work of t / w e.g vehicle for watch & ward during construction period, safety, baricadding and other site arrangements 214 supply, inatallation, commissioning & testing of pumping plant, chlorinating plant & stabilizer 215 1200 lpm, 58m head 2900rpm, 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 ) . 216 main piping and valves of 150 mm dia 5.4 mm thick m.s. column pipe 30m, d / f pipe 1.0m long 01 no., d / f pipe 1.5m long 02 no., d / f bend 01 no., a / f tee, 01 no. 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 compatable chlorinating systeme, internal electrification of pump house, painting etc. 217 fully automatic servovoltage stabilizer having capacity40 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. 218 supply & installation of sutable sizearmoured cable including lugs itc. complete works. 219 ce / ul certified intelligent smart energy meter 220 motor operatedactuator without sluice valve ( 150mm ) 221 ce / ul certified electromagneticflowmeter of size:150mm 222 digital soft starter ( 22 kw ) 223 auto phase reversal unit with inbuilt time delay & enclosure conforming to iec: 60947 1 & iec:60947 b 1 ) ( 125 amps ) 224 ce / ul certified hydrostatatic type sub soil water level transmitter 225 ce / ul certified pressure transmitter 226 complete cabling for tubewell including all power & control cables of all equipment at pumphouse and oht 227 required equipments & instrumentation to be installed at existing tw 228 scada compatable chlorinatingsystem 229 supply & erection of servo stabilizer of 40 kva 230 ce / ul certified intelligent smart energy meter 231 motor operatedactuator without sluice valve ( 150mm ) 232 ce / ul certified electromagneticflowmeter of size:150mm 233 digital soft starter ( 22 kw ) 234 auto phase reversal unit with inbuilt time delay & enclosure conforming to iec: 60947 1 & iec:60947 b 1 ) ( 125 amps ) 235 ce / ul certified hydrostatatic type sub soil water level transmitter 236 ce / ul certified pressure transmitter 237 complete cabling for tubewell including all power & control cables of all equipment at pumphouse and oht 238 requiredequipment to be installed atoht 239 motor operated sluice valve with actuator 400 mm size 240 electromagnetic flowmeter of 400 mm size 241 cost of cutting outlet pipe & installation of flowmeter of 400 mm. 242 trial & run of pumping plant 243 three month trial & run, handing over of t / w, pumping plant, accessorieswithsodium hypochloride solution, vehicle, watch & ward . 244 supply , installation testing & commissioningof scada for new / existingt / 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. 246 automation ofohtincluding automation of interconnected tubewells, level sensors etc. 247 for zone 4 248 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 including loading & unloading of tw assembly of mserw pipe. 252 300mm dia size mserw housing pipe 7.1mm thick including with 1 no 300 x 200mm dia m.s reducer 16mm thick, 1 nom.s. well cap 12mm thick , 10 no m.s. ring 100x12mm thick, m.s. s / i clamp , t.w. support ( i section ) etc comp in all respect . 253 200mm dia mserw 7.1mm thick plain / slotted pipe including with 20 no m.s ring 100x12mmthick , 1 nom.s. bail plug , 8 no center guide etc complete in all respect. 254 drilling of bore ( including water arrangement ) 255 logging of bore 256 drilling of 600mm dia bore from g.l. to 65 m bgl. 257 drilling of 500mm dia bore from 65m bgl to 100m bgl. 258 drilling of 500mm dia bore from 100m bgl to165m bgl. 259 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. 260 lowering of 300mm dia mserw 7.1mm thick plain pipe from gl to 60 m bgl. 261 lowering of 200mm die mserw plain / slotted pipe 7.1mm thick from 60 m bgl to 100m bgl. 262 lowering of 200mm dia mserw plain / slotted pipe 7.1mm thick from 100m bgl to 150m bgl. 263 supply of pea gravel size 1.6mm to 4.80mm of lalkuwan quarry duly screened , washed and proper stacking at site. 264 development of tubewell 265 cutting of t.w. cover by gas cutter, re welding of t.w. cover by electric welding after complete development of work. 266 by air compressor of 250 psi capacity including t&p, labour and material required for completion of work. 267 cutting of t.w. cover by gas cutter, re welding of t.w. cover by electric welding after complete development of work. 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, safety, baricadding and other site arrangements 271 supply, inatallation, commissioning & testing of pumping plant, chlorinating plant & stabilizer 272 1200 lpm, 58m head 2900rpm, 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 ) . 273 main piping and valves of 150 mm dia 5.4 mm thick m.s. column pipe 30m, d / f pipe 1.0m long 01 no., d / f pipe 1.5m long 02 no., d / f bend 01 no., a / f tee 01 no., 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 compatable chlorinating systeme, internal electrification of pump house, painting etc. 274 fully automatic servovoltage stabilizer having capacity40 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 supply & installation of sutable sizearmoured cable including lugs itc. complete works. 276 ce / ul certified intelligent smart energy meter 277 motor operatedactuator without sluice valve ( 150mm ) 278 ce / ul certified electromagneticflowmeter of size:150mm 279 digital soft starter ( 22 kw ) 280 auto phase reversal unit with inbuilt time delay & enclosure conforming to iec: 60947 1 & iec:60947 b 1 ) ( 125 amps ) 281 ce / ul certified hydrostatatic type sub soil water level transmitter 282 ce / ul certified pressure transmitter 283 complete cabling for tubewell including all power & control cables of all equipment at pumphouse and oht 284 requiredequipment to be installed atoht 285 motor operated sluice valve with actuator 400 mm size 286 electromagnetic flowmeter of 400 mm size 287 cost of cutting outlet pipe & installation of flowmeter of 400 mm. 288 trial & run of pumping plant 289 three month trial & run, handing over of t / w, pumping plant, accessorieswithsodium hypochloride solution, vehicle, watch & ward . 290 supply, installation testing & commissioningof scada for new t / w & oht 291 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. 292 automation ofohtincluding automation of interconnected tubewells, level sensors etc. 293 for zone 5 294 transportation of rig machine & its t&p / equipments to the site of work including loading & unloading, baricating, erection & dismantling etc. 295 transportation of air compressor and its t&p including loading & unloading, erection & dismantling etc. 296 transportation of op unit and its t&p including loading & unloading. erection &dismantling etc. 297 supply including loading & unloading of tw assembly of mserw pipe. 298 300mm dia size mserw housing pipe 7.1mm thick including with 1 no 300 x 200mm dia m.s reducer 16mm thick, 1 nom.s. well cap 12mm thick , 10 no m.s. ring 100x12mm thick, m.s. s / i clamp , t.w. support ( i section ) etc comp in all respect . 299 200mm dia mserw 7.1mm thick plain / slotted pipe including with 20 no m.s ring 100x12mmthick , 1 nom.s. bail plug , 8 no center guide etc complete in all respect. 300 drilling of bore ( including water arrangement ) 301 logging of bore 302 drilling of 600mm dia bore from g.l. to 65 m bgl. 303 drilling of 500mm dia bore from 65m bgl to 100m bgl. 304 drilling of 500mm dia bore from 100m bgl to165m bgl. 305 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. 306 lowering of 300mm dia mserw 7.1mm thick plain pipe from gl to 60 m bgl. 307 lowering of 200mm die mserw plain / slotted pipe 7.1mm thick from 60 m bgl to 100m bgl. 308 lowering of 200mm dia mserw plain / slotted pipe 7.1mm thick from 100m bgl to 150m bgl. 309 supply of pea gravel size 1.6mm to 4.80mm of lalkuwan quarry duly screened , washed and proper stacking at site. 310 development of tubewell 311 cutting of t.w. cover by gas cutter, re welding of t.w. cover by electric welding after complete development of work. 312 by air compressor of 250 psi capacity including t&p, labour and material required for completion of work. 313 cutting of t.w. cover by gas cutter, re welding of t.w. cover by electric welding after complete development of work. 314 by op unit of sutaible capacity including t&p, labour and material required for completion of work. 315 chemical and bacteriological test 316 miscellaneous work of t / w e.g vehicle for watch & ward during construction period, safety, baricadding and other site arrangements 317 supply, inatallation, commissioning & testing of pumping plant, chlorinating plant & stabilizer 318 1200 lpm, 58m head 2900rpm, 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 ) . 319 main piping and valves of 150 mm dia 5.4 mm thick m.s. column pipe 30m, d / f pipe 1.0m long 01 no., d / f pipe 1.5m long 02 no., d / f bend 01 no, a / f tee 01 no, 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 compatable chlorinating systeme, internal electrification of pump house, painting etc. 320 fully automatic servovoltage stabilizer having capacity40 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. 321 supply & installation of sutable sizearmoured cable including lugs itc. complete works. 322 ce / ul certified intelligent smart energy meter 323 motor operatedactuator without sluice valve ( 150mm ) 324 ce / ul certified electromagneticflowmeter of size:150mm 325 digital soft starter ( 22 kw ) 326 auto phase reversal unit with inbuilt time delay & enclosure conforming to iec: 60947 1 & iec:60947 b 1 ) ( 125 amps ) 327 ce / ul certified hydrostatatic type sub soil water level transmitter 328 ce / ul certified pressure transmitter 329 complete cabling for tubewell including all power & control cables of all equipment at pumphouse and oht 330 requiredequipment to be installed atoht 331 motor operated sluice valve with actuator 400 mm size 332 electromagnetic flowmeter of 400 mm size 333 cost of cutting outlet pipe & installation of flowmeter of 400 mm. 334 trial & run of pumping plant 335 three month trial & run, handing over of t / w, pumping plant, accessorieswithsodium hypochloride solution, vehicle, watch & ward . 336 supply, installation testing & commissioningof scada for new t / w & oht 337 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. 338 automation ofohtincluding automation of interconnected tubewells, level sensors etc. 339 for zone 6 340 transportation of rig machine & its t&p / equipments to the site of work including loading & unloading, baricating, erection & dismantling etc. 341 transportation of air compressor and its t&p including loading & unloading, erection & dismantling etc. 342 transportation of op unit and its t&p including loading & unloading. erection &dismantling etc. 343 supply including loading & unloading of tw assembly of mserw pipe. 344 300mm dia size mserw housing pipe 7.1mm thick including with 1 no 300 x 200mm dia m.s reducer 16mm thick, 1 nom.s. well cap 12mm thick , 10 no m.s. ring 100x12mm thick, m.s. s / i clamp , t.w. support ( i section ) etc comp in all respect . 345 200mm dia mserw 7.1mm thick plain / slotted pipe including with 20 no m.s ring 100x12mmthick , 1 nom.s. bail plug , 8 no center guide etc complete in all respect. 346 drilling of bore ( including water arrangement ) 347 logging of bore 348 drilling of 600mm dia bore from g.l. to 65 m bgl. 349 drilling of 500mm dia bore from 65m bgl to 100m bgl. 350 drilling of 500mm dia bore from 100m bgl to165m bgl. 351 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. 352 lowering of 300mm dia mserw 7.1mm thick plain pipe from gl to 60 m bgl. 353 lowering of 200mm die mserw plain / slotted pipe 7.1mm thick from 60 m bgl to 100m bgl. 354 lowering of 200mm dia mserw plain / slotted pipe 7.1mm thick from 100m bgl to 150m bgl. 355 supply of pea gravel size 1.6mm to 4.80mm of lalkuwan quarry duly screened , washed and proper stacking at site. 356 development of tubewell 357 cutting of t.w. cover by gas cutter, re welding of t.w. cover by electric welding after complete development of work. 358 by air compressor of 250 psi capacity including t&p, labour and material required for completion of work. 359 cutting of t.w. cover by gas cutter, re welding of t.w. cover by electric welding after complete development of work. 360 by op unit of sutaible capacity including t&p, labour and material required for completion of work. 361 chemical and bacteriological test 362 miscellaneous work of t / w e.g vehicle for watch & ward during construction period, safety, baricadding and other site arrangements 363 supply, inatallation, commissioning & testing of pumping plant, chlorinating plant & stabilizer 364 1000 lpm, 58m head 2900rpm, 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 ) . 365 main piping and valves of 100 mm dia 5.4 mm thick m.s. column pipe 30m, d / f pipe 1.0m long 01 no., d / f pipe 1.5m long 02 no., d / f bend 01 no, a / f tee 01 no, 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 compatable chlorinating systeme, internal electrification of pump house, painting etc. 366 fully automatic servovoltage stabilizer having capacity40 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. 367 supply & installation of sutable sizearmoured cable including lugs itc. complete works. 368 ce / ul certified intelligent smart energy meter 369 motor operatedactuator without sluice valve ( 150mm ) 370 ce / ul certified electromagneticflowmeter of size:150mm 371 digital soft starter ( 22 kw ) 372 auto phase reversal unit with inbuilt time delay & enclosure conforming to iec: 60947 1 & iec:60947 b 1 ) ( 125 amps ) 373 ce / ul certified hydrostatatic type sub soil water level transmitter 374 ce / ul certified pressure transmitter 375 complete cabling for tubewell including all power & control cables of all equipment at pumphouse and oht 376 requiredequipment to be installed atoht 377 motor operated sluice valve with actuator 400 mm size 378 electromagnetic flowmeter of 400 mm size 379 cost of cutting outlet pipe & installation of flowmeter of 400 mm. 380 trial & run of pumping plant 381 three month trial & run, handing over of t / w, pumping plant, accessorieswithsodium hypochloride solution, vehicle, watch & ward . 382 supply, installation testing & commissioningof scada for new t / w & oht 383 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. 384 automation ofohtincluding automation of interconnected tubewells, level sensors etc. 385 supply, installation testing & commissioningof scada mcs ( master conrol station ) for zone 01 to 6 386 scada mcs ( master conrol station ) complete in all respect....

Due Date : August 29, 2023

Tender Value : ₹ 57.33 Crore

View Tender
2
Uttar Pradesh Rajkiya Nirman Nigam Limited - Uttar Pradesh

38258262 tender for items rate quotation for civil work in distt jaunpur. 1 civil work 2 excavation infoundation inordinary soil ( loam clay or sand ) including lift upto 1.5m lead upto 30.0 m& including filling wateringand rammingof excavated earth into the space between the building & sides offoundation trenches or into the plinth and removal& disposal surplus earthas directed by the engineer i / c within a lead of 30 m.from foundation trenches. 3 filling of available excavated earthin trenches, plinth, sides of foundation etc. inlayers not exceeding 20 cms in depth, consolidating each deposited layer by ramming and watering including lead upto 50m & lift upto 1.50m. 4 filling by carted earthin trenches, plinth, sides of foundation etc. inlayers not exceeding 20 cms in depth, consolidating each deposited layer by ramming and watering including lead upto 50m & lift upto 1.50m. 5 sand filling in plinth including supply of necessary quantity of sand from a distancenot exceeding 8.00kms. from the siteof work includingwatering, dressing etc. labour & t &p etc. required for proper completion of worksaplings of girthupto 30 groundlevel and removal of rubbish upto a distsnceof 50m out side the periphery of area cleared. under floor fine sand. 6 providing and laying cement concrete 1:4:8 ( 1cement :4 coarse sand :8graded stone ballast 40 mm. nominal size ) including supply of all materials, labour and t&p etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation. 7 providing and laying in position machine batched and machine mixed design mix m 25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per is: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of engineer in charge. ( note : cement content considered in this item is @ 330 kg / cum. excess / less cement used as per design mix is payable / recoverable separately ) .all works upto plinth level. 8 all works above plinth level upto floor v level. 9 centering and shuttering including strutting, propping etc. and removal of form for : foundations, footings, bases of columns, etc. for mass concrete 10 walls ( any thickness ) including attached pilasters, butteresses, plinth and string courses etc. 11 suspended floors, roofs, landings, balconies and access platform 12 lintels, beams, plinth beams, girders, bressumers and cantilevers. 13 columns, pillars, piers, abutments, posts and struts 14 stairs, ( excluding landings ) except spiral staircases 15 extra for shuttering in circular work ( 20% of respective centering and shuttering items ) in columns. 16 edges of slabs and breaks in floors and walls under 20 cm wide 17 weather shade, chajjas, corbels etc., including edges 18 extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof ( plan area to be measured ) . 19 add for using extra cement in the items of design mix over and above the specified cement content therein. 20 extra for r.c.c. / b.m.c / r.m.c. work above floor v level for each four floors or part thereof.for above five to nine floor level. 21 boring, providing and installation bored cast in situ reinforced cement concrete piles of garde m 25 of specified diameter and length below pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by crawler mounted, telescopic boom hydraulic pilling rig all complete, including removal of excavated earth with all its lifts and leads ( length of pile for payment shall be measured up to bottom of pile cap ) . note: truck mounted rotary / tmr / tube well boring machine shall not be used.600 mm dia piles 22 vertical load testing of piles in accordance with is 2911 ( part iv ) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of engineer in charge.group of two or more piles upto 50 tonne safe capacityinitial test 23 routine test 24 class 150 brick / cement based fly ash brick work in 1:6 cementand coarse sandmortar in foundation and plinth including supply of all materials, labour tools and plants, etc. required for proper completetion of the work. 25 class 150 brick / cement based fly ash brick work in 1:6 cementand coarse sandmortar in super structure including supply of all materials, labour tools and plants, etc. required for proper completetion of the work 26 gr. floor 27 1st floor 28 2nd floor 29 3rd floor 30 4rth floor 31 5th floor 32 6th floor 33 7th floor / terrace 34 class 150 brick / cement based fly ash reinforced half brick work in 1:4 cementand coarse sandmortar in super structure including supply of all materials, labour tools and plants, etc. 35 gr. floor 36 1st floor 37 2nd floor 38 3rd floor 39 4th floor 40 5th floor 41 6th floor 42 7th floor / terrace 43 extra for providing and placing in position 2 nos 6mm dia. m.s. bars at every third course of half brick masonry. 44 applying a coat of residual petroleum bitumen of grade of vg 10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 45 providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and alround the coloumn pitswall tench basement excavation top surface if plinth filling junction of wall and floor along the external perimer of binding expansion joints, surrounding of pipes and conduits etc.complete ( plinth area of the building at ground floor only shall be measuredas per i.s.6313 ( part ll 1981 ) aldrine emulsifiable concrete or any other approved material such as hepthachlor or chlordance will be used.the rate of application of chemical emulsion shall be as follows: ( 1 ) treatment for masonary & foundation 5 litres per sq.m. ( 2 ) back fill in immediate contract with foundation 7.5 litre per sq.m ( 3 ) treatment of top surface of plinth filling 5 liters per sq.m. ( 4 ) treatment of soil along external parameter of building 7.50 lire per sq.m. 46 mild steel or iron in plain work such as in reinforced concreted or reinforced brick work ( when not included in overall rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage. bend hooks and authorized overlapping shall be measured. 47 fixing of steel or wooden chaukhats in position. 48 doors chaukhats 49 window chaukhats 50 ventilator chaukhats 51 providing and fixing ss sliding door bolts isi marked anodised transparent or dyed to required colour or shade with nuts and screws etc. complete : 250x16 mm. 52 providing and fixing ss tower bolts isi marked anodisedtransparent or dyed to required colour or shade with necessary screws etc. complete : 250x10 mm. 53 providing and fixing ss handles isi marked anodisedtransparent or dyed to required colour or shade with necessary screws etc. complete :125 mm. 54 providing and fixing aluminium sliding door bolts, isi marked anodised ( anodic coating not less than grade ac 10 as per is : 1868 ) , transparent or dyed to required colour or shade, with nuts and screwsetc. complete :300x16 mm 55 250x16 mm 56 providing and fixing aluminium tower bolts, isi marked, anodised ( anodic coating not less than grade ac 10 as per is : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :300x10 mm 57 providing and fixing aluminium handles, isi marked, anodised ( anodic coating not less than grade ac 10 as per is : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :125 mm 58 providing and fixing aluminium window sliding rollerand screws etc. complete as per direction of engineer in charge 59 providing and fixing aluminium window sliding i lock and screws etc. complete as per direction of engineer in charge 60 providing and fixing aluminium casement stays, isi marked, anodised ( anodic coating not less thangrade ac 10 as per is : 1868 ) transparent or dyed to required colour and shade, with necessary screws etc. complete. 61 providing and fixing aluminium hanging floor door stopper, isi marked, anodised ( anodic coating not less than grade ac 10 as per is : 1868 ) transparent or dyed to required colour and shade, with necessary screws etc. complete. 62 providing and fixing aluminium die cast body tubular type universal hydraulic door closer ( having brand logo with isi, is : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm ) , with necessary accessories and screws etc. complete. 63 providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. 64 providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections / appropriate z sections and other sections of approved make conforming to is: 733 and is: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps atjunctions, i.e. at top, bottom and sides with required epdm rubber / neoprene gasket etc. aluminium sections shall be smooth, rustfree, straight, mitred and jointed mechanically wherever required including cleat angle, aluminium snap beading for glazing / paneling, c.p. brass / stainless steel screws, all complete as per architecturaldrawings and the directions of engineer in charge. ( glazing, panelingand dash fasteners to be paid for separately ) :polyester powder coated aluminium ( minimum thickness of polyester powder coating 50 micron ) 65 powder coated aluminium ( minimum thickness of powder coating 50 micron ) 66 for shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of epdm rubber / neoprene gasket required ( fittings shall be paid for separately ) powder coated aluminium ( minimum thickness of powder coating 50 micron ) . 67 providing and fixing glazing in aluminium door, window, ventilator etc. complete as per the architectural drawings and the directions of engineer in charge . ( cost of aluminium snap beading shall be paid in basic item ) :with float glass panes of 5.00 mm thickness shutters and partitions etc. with epdm rubber / neoprene gasket. 68 p / f acp sheet for partition complete in all respect. as per engg. incharge direction. 69 providingand fixing double action hydraulic floor spring of approved brand and manufacture conforming to is 6315 having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece m.s. sheet outer box with slide palte etc. complete as per the direction of engineer in charge.with stainless steel cover plate minimum 1.25 mm thickness. 70 providing and fixing anodised aluminium grill ( anodised transparent or dyed to required shade according to is: 1868 with minimum anodic coating of grade ac 15 ) of approved design / pattern, with approved standard section and fixed to the existing window frame with c.p. brass / stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of engineer in charge. ( only weight of grill to be measured for payment ) . 71 providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of engineer in charge ( door handle, lock and stopper etc.to be paid separately ) . 72 providing and fixing carbon steel galvanised ( minimum coating 5 micron ) dash fastener of 10 mm dia double threaded 6.8 grade ( yield strength 480 n / mm2 ) , counter sunk head, comprising of 10 m dia polyamide pa 6 grade sleeve, including drilling of hole in frame , concrete / masonry, etc. as per direction of engineer in charge. 10 x 120 mm 73 providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm all complete. with 12 mm mild steel u beading. 74 providing and fixing 1.25 mm thick m.s. sheet door with frame of 40x40x6 mm angle iron and 3 mm m.s. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. using m.s. angels 40x40x6 mm for diagonal braces 75 providing and fixing isi marked flush door shutters conforming to is : 2202 ( part i ) non decorative type, core of block board construction with frame of 1st class hard wood and with decorative both side high pressure laminated sheet of plain / wood grain in gloss / matt / suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to is : 2046 type s, including cost of adhesive of approved quality of 1.0 mm thick including 32x5 mm teak wood lipping on edges of shutters.35 mm thick including isi marked stainless steel butt hinges with necessary screws 76 extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters ( over all area of door shutter to be measured ) . 77 extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors ( cost of glass excluded ) ( overall area of door shutter to be measured ) : rectangular or square 78 extra if louvers ( not exceeding 0.2 sqm ) are provided in flush door shutters ( overall area of door shutters to be measured ) . 79 providing and fixing stainless steel ( grade 304 ) railing made of hallow tubes, chanells, plates etc. including welding grinding buffing, polising and making corvechare ( wherever required ) and fitting the same with necessary stainless steel nuts and bolts complete, i / c fixing railing with necessary accessories and stainless steel dash fasteners, stainless steel bolts etc. of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of engineer in charge. ( for payment purpose only weight of stainless steel members shall be considered excluding fixing assessories such as nuts, bolts, fasteners etc. 80 providing and laying brick coba 12 mm thick laid with m 150 class brick bat coba 7.50 cm thick with gap of 15 mm to each other, over 20 mm thick base of cement mortar 1:4 cement and coarse sand mixed with water proofing compound spreading cement slurry mixed with aerelic cement concrete water proofing compound filled gaps of coba & top of coba mortarmixedwithwater proofing compound in 1:4 cement and coarse sand mortar finfished smooth & top mashed false square 30 x 30 cm and side wall parapet shall be monotythic plaster wall upto 30 cm higher and junction and corner shall be rounded by brick ballast cement and coarse sand masonary coba with top finished plaster mixed with acetic water proofing compound @ 2% by weight & including s / o all material, labour, t&p etc complete for proper completion of work. 81 15 mm cement plaster on rough side of single or half brick wall of mix : 1:6 ( 1 cement: 6 coarse sand ) on outer side of outer wall. 82 upto 10 m. from gr. level 83 10 m to 13 m. 84 13m to 16 m 85 16m to 19 m 86 19m to 22 m 87 22m to 25 m 88 25 m to 28 m 89 28 m to 31 m 90 31m to 34 m 91 34 m to 37 m 92 37 m to 40 m 93 15 mm cement plaster on rough side of single or half brick wall of mix : 1:6 ( 1 cement: 6 coarse sand ) on one side of inner wall. 94 12 mm cement plaster on smooth side of single or half brick wall of mix : 1:6 ( 1 cement: 6 coarse sand ) . 95 12 mm cement plaster in single coat on fair side of single or half brick wall for single or half brick wall for interior plastering upto floor two level including brick wall for interior plastering upto floor two level including internal rounded angles chamfers and / or rounded angles not exceeding 80mm in girth and finished evenand smooth no. extra for mixing and additive. ( i ) 1 cement: 3 course sand in ceiling. 96 extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers 97 making grooves 10 to 12 mm wide x 8 mm deep in plaster the all or in ceiling vertically of horizontally as required. 98 add for plaster drip course / groove in plastered surface or moulding to r.c.c. projections 99 providing and laying rectified glazed ceramic floor tiles of size 300x300 mm or more ( thickness to be specified by the manufacturer ) laid on a bed of 10 mm thick cement mortar 1:3 ( 1 cement: 3 coarse sand ) , including grouting the joints with white cement and matching pigments etc., complete. 100 providing and laying vitrified floor tiles kajaria kerro brand or equivalent brand of super quality in different size ( thickness specified by manufacturer ) with water absorption make in all colors and shade laid on 20 mm thick cement mortar 1:4 ( 1 cement : 4 coarse sand ) including grouting the joint with white cement and matching pigments etc. complete ( size of tile 600 x 600 mm ) 101 providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand ) , joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels granite of any colour and shadea rea of slab over 0.50 sqm 102 providing and laying polished granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building, all complete as per the architectural drawings, with 18 mm thick stone slab over 20 mm ( average ) thick base of cement mortar 1:4 ( 1 cement : 4 coarse sand ) , laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade, including rubbing, curing and polishing etc. all complete as specified and as directed by the engineer in charge. polished granite stone slab jet black, cherry red, elite brown, cat eye or equivalent. 103 providing edge moulding to 18 mm thick granite stone, including machine polishing to edge to give high gloss finish etc. complete as per design approved by engineer in charge. 104 kota stone slab flooring over 20 mm ( average ) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 ( 1 cement : 4 coarse sand ) : 105 kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm ( average ) thick cement mortar 1:3 ( 1 cement: 3 coarse sand ) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 106 providing and fixing glass strips in joints of terrazo / cement concrete floors. 40 mm wide and 4 mm thick 107 wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : two or more coats on new work. 108 finishing walls with textured exterior paint of required shade new work ( two or more coats applied @ 3.28 ltr / 10 sqm ) over and including priming coat of exterior primer applied @ 2.20kg / 10 sqm texture of minimum film thickness 1.0 mm. 109 providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 110 paintingtwpcoatsover priming coat on steel & other metal surface upto 10 cm width or grith or small articles not exceeding 0.10 sqmt. in areas with superior synthetic enamel such as luxol3hi gloss aqcolite superlac. dulux specified finishing. 111 french spirit polishing :two or more coats on new works including a coat of wood filler 112 providing and fixing on wall face unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion, ( i ) single socketed pipes. 113 providing and fixing m.s. holder bat clamps of approved design to c.i. or s.c.i. rain water pipes embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) and cost of cutting holes and making good the walls etc. : for 100 mm dia pipe 114 providing and fixing on wall face unplasticised pvc moulded fittings / accessories for unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion.single tee without door 110x110x110 mm 115 providing and fixing on wall face unplasticised pvc moulded fittings / accessories for unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion.bend 87.5° 110 mm bend 116 providing and fixing on wall face unplasticised pvc moulded fittings / accessories for unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion.shoe ( plain ) 110 mm shoe 117 providing and fixing on wall face unplasticised pvc moulded fittings / accessories for unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion.single tee with door 110x110x110 mm 118 making plinth protection 50 mm thick of cement concrete 1:3:6 ( 1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size ) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth. 119 providing / laying of light cinder filling / 25 mm o.b. brick ballast under floor of toilet / sunken roofs 120 providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of w.c., kitchen and the like consisting of: ( i ) ist course of applying cement slurry @ 4.4 kg / sqm mixed with water proofing compound conforming to is 2645 in recommended proportions including rounding off junction of vertical and horizontal surface. ( ii ) iind course of 20 mm cement plaster 1:3 ( 1 cement : 3 coarse sand ) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. 121 ( iii ) iiird course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of area. ( iv ) ivth course of 400 micron thick pvc sheet. ( overlaps at joints of pvc sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg / sqm ) . 122 core cutting 4 6 dia pipe 123 providing and making cornice at slab level including all meterial like steel, concrete, shuttering and scaffolding required for proper completion of work. 124 providing and fixing of expansion joint system related with wall joint ( internal / external ) location as per drawings and direction of engineer in charge. the joints shall be of extruded aluminum base members, self aligning / centering arrangement and support plates as per astm b221 02. the material shall be such that it provides an expansion joints system suitable for vertical wall to wall / wall to corner application, both new and existing construction in office buildings & complexes with no slipping down tendency amongst the components of the joint system. 125 the joint system shall utilize light weight aluminum profiles exhibiting minimal exposed aluminum surfaces mechanically snap locking the multicellular to facilitate movement. ( material shall confirm to astm 6063. ) wall joint of 100 mm gap. 126 the cover plate shall be designed of width and thickness required to satisfy movement and loading requirements and secured to base members by utilizing manufacturer’s pre engineered self centering arrangement that freely rotates / moves in all directions. the self centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. the joint system shall resists damage or deterioration from the impact of falling ice, exposure to uv, airborne contaminants and occasional foot traffic from maintenance personnel. provision of moisture barrier membrane in the joint system to have water tight joint is mandatory requirement. material shall confirm to astm 6063. roof joint of 100 mm gap 127 white vitreous china orissa pattern w.c. pan of size 580x440 mm with integral type foot rests 128 providing and fixing white vitreous china pedestal type water closet ( european type w.c. pan ) with seat and lid, 10 litre low level white p.v.c. flushing cistern, including flush pipe, with manually controlled device ( handle lever ) , conforming to is : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : 129 w.c. pan with isi marked white solid plastic seat and lid 130 providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre / 6 litre ( adjustable to 4 litre / 8 litres ) , including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. 131 providingandfixing wash basin with c.i.brackets, 15 mm c.p. brass pillar taps, 32 mm c.p. brass waste of standard pattern, including painting of fittings and brackets, cutting andmaking good the walls where required : 132 white vitreous china wash basin size 550x400 mm with a pair of 15 mm c.p. brass pillar taps 133 white vitreous china flat back wash basin size 550x 400 mm with single 15 mm c.p. brass pillar tap 134 providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and c.p. brass spreaders with brass unions and g.i clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 135 range of two urinal basins with 5 litre white p.v.c. automatic flushing cistern 136 range of three urinal basins with 10litre white p.v.c. automatic flushing cistern 137 providing & fixing stone slab table rubbed, edges rounded and polished of size 75 x 50cm deep and 1.8 cm thick fixed in urinal patitions by cutting chase of appropriate width with chase cutter and embedding the stone in chase with epoxy grout or with cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregste 6mm nominal size ) as per engineer in charge and finished smooth 138 granite stone of approved shade 139 providing and fixing salem stainless steel a isi 304 ( 18 / 8 ) kitchen sink as per is: 13983 with ci brackets and stainless steel waste with plug 40mm including painting of fittings and brackets, cutting and making good the walls wherever required. 140 510x1040 mm bowl depth 225mm. 141 610x510 mm bowl depth 200mm. 142 providing and fixing white vitreous china laboratory sink with c.i. brackets, c.p. brass chain with rubber plug, 40 mm c.p brass waste and 40mm c.p. brass trap with necessary c.p. brass unions complete, including painting of fittings and brackets, cutting and making good the wall wherever required : 143 size 600x450x200 mm 144 providing & fixing pvc waste pipe for sink oncluding pvc waste fitting complete 145 32mm dia 146 40mm dia 147 providing and fixing ptmt bottle trap for wash basin and sink. 148 bottle trap 31 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms. 149 bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms. ( sink & urinal ) 150 providing and fixing mirror of superior glass ( of approved quality ) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : 151 circular shape 450 mm dia 152 rectangular shape 1500x450 mm 153 providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with c.p. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. 154 providing and fixing toilet paper holder : 155 c.p. brass 156 providing and fixing soil, waste, vent pipes 157 centrifugally cast ( spun ) iron s&s pipe 158 100mm dia cast ( spun ) iron s&s pipe 159 150mm dia cast ( spun ) iron s&s pipe 160 providing and fixing ms holder bat clamps of approved design to cast iron ( spun ) pipe embedded in and including cement concrete blocks 10 x10 x10cm of 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) including cost of cutting holes and making good the walls etc. 161 for 100mm dia. pipe 162 for 150mm dia. pipe 163 providing and fixing heel rest sanitary bend, in centrifugally cast ( spun ) iron pipe s&s 164 100mm 165 150mm 166 providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete. 167 100x100x100mm 168 sand cast iron s&s as per is : 3989 169 150x150x100mm 170 sand cast iron s&s as per is : 3989 171 providing and fixing plain junctionof required degree 172 100x100x100mm 173 sand cast iron s&s as per is : 3989 174 150x150x100mm 175 sand cast iron s&s as per is : 3989 176 providing and fixing terminal guard: 177 100mm 178 sand cast iron s&s as per is 3989 179 150mm 180 providing and fixing collar. 181 100mm 182 sand cast iron s&s as per is 3989 183 150mm 184 providing and lead caulked joint 185 100 dia 186 150 dia 187 providing and drip seal joint 188 100 dia 189 150 dia 190 providing and fixingcast iron trap of self cleansing design withcast iron screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors. 191 100 mm inlet and 100 mm outlet, sand cast iron s&s as per is: 3989 192 painting sand cast iron / centrifugally cast iron ( spun ) iron soil, waste and vent pipes and fittings with paint of any colour such as chocolate, grey or buff etc. over a coat of primer ( of approval quality ) for new work 193 100mm dia 194 150mm dia 195 providing and fixing ptmt liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour weighing not less than 105 gms. 196 providing & fixingptmt towel ring trapezoidal shape 215 mm long 200 mm wide with minimum distance of 37 mm from wall face with concealedfittings arrangement of approved quality and colour weighing not less than 88 gms 197 providing and fixing ptmt towel rail complete with brackets fixed wooden cleats with cp brass screws with concealed fittings arrangement of approved quality and colour. 198 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms 199 providing and fixing g.i. pipes complete with g.i. fittings and clamps, i / c cutting and making good the walls etc.internal work exposed on wall 200 15 mm dia nominal bore 201 20 mm dia nominal bore 202 25 mm dia nominal bore 203 32 mm dia nominal bore 204 40 mm dia nominal bore 205 50 mm dia nominal bore 206 providing and fixing g.i. pipes complete with g.i. fittings and clamps, i / c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall 207 15 mm nominal outer dia pipes 208 20 mm nominal outer dia pipes 209 providing and fixing g.i. pipes complete with gi fittings and clamps including cutting and making good the walls etc. external work 210 40 mm dia, nominal bore 211 50 mm dia, nominal bore 212 65 mm dia, nominal bore 213 providing and fixing of gun metal gate valve with ci wheel of approved quality ( screwed ends ) 214 25mm dia, nominal bore 215 32 mm dia, nominal bore 216 40 mm dia, nominal bore 217 50 mm dia, nominal bore 218 providing and fixing uplasticised pvc connection pipe with brass unions : 219 45 cm length 220 15 mm nominal bore 221 providing and fixing c.p. brass shower rose with 15 or 20 mm inlet100 mm diameter 222 painting g.i. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work ( internal work exposed on walls ) 223 15 mm dia nominal bore 224 20 mm dia nominal bore 225 25 mm dia nominal bore 226 32 mm dia nominal bore 227 40 mm dia nominal bore 228 50 mm dia nominal bore 229 painting gi pipes and fittings with two coats of anti corrosive bitumastic paint of approved quality 230 40 mm dia, nominal bore 231 50 mm dia, nominal bore 232 65 mm dia, nominal bore 233 providing and filling sand of grading zone v or coarser grade, allround the g.i. pipes in external work 234 40 mm dia, nominal bore 235 50 mm dia, nominal bore 236 65 mm dia, nominal bore 237 providing and fixingg.i. union in g.i. pipe including cutting and threading the pipe and making long screws etc. complete ( new work ) 238 15mm nominal bore 239 20mm nominal bore 240 25mm nominal bore 241 32mm nominal bore 242 40mm nominal bore 243 50mm nominal bore 244 providing and fixing c.p. brass long body bib cock of approved quality conforming to is standards and weighing not less than 690 gms. 245 15mm nominal bore 246 providing and fixing c.p.brass angle valve for basin mixer and geyser points of approved quality conforming to is 8931 a ) 15 mm nominal bore. 247 15 mm nominal bore 248 providing and fixing ptmt grating of approved quality and colour 249 100 mm nominal dia 250 providing and placing on terrace ( at all floor levels ) rcc water storage tank with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes including all necessary fittings and the base support for tank. 251 excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth including consolidating each deposited layers by ramming, watering etc. stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50m : 252 pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia. 253 providing, laying and jointing glazed stoneware pipes grade ‘a’ with stiff mixture of cement mortar in the proportion of 1:1 ( 1 cement : 1 fine sand ) including testing of joints etc. complete : 254 150 mm diameter 255 providing and laying cement concrete 1:5:10 ( 1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size ) all round s.w. pipes including bed concrete as per standard design : 256 150 mm diameter s.w. pipe 257 providing and fixing square mouth s.w. gully trap grade a’ complete with c.i. grating brick masonry chamber with water tight c.i. cover with frame of 300 x300 mm size ( inside ) the weight of cover to be not less than 4.50 kg and frame to be not less than 258 100x100 mm size p type 259 with f.p.s. bricks class designation 75 260 providing and laying non pressure np2 class ( light duty ) r.c.c. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand ) including testing of joints etc. complete : 261 250 mm dia rcc pipe 262 constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) r.c.c. top slab with 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) , foundation concrete 1:4:8 mix ( 1 cement : 4 coarse sand : 8 grade 263 inside size 90x80 cm and 45 cm deep including c.i. cover with frame ( light duty ) 455x610 mm internal dimensions total weight of cover and frame to be not less than 38 kg ( weight of cover 23 kg and weight of frame 15 kg ) : 264 with f.p.s. bricks with class designation 150 265 inside size 120x90 cm and 90 cm deep including c.i. cover with frame ( medium duty ) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg ( weight of cover 58 kg and weight of frame 58 kg ) : 266 with f.p.s. bricks class designation 150 267 extra for depth for manholes : 268 with common burnt clay f.p.s. ( non modular ) bricks of class designation 150 269 size 120x90 cm 270 with common burnt clay f.p.s. ( non modular ) bricks of class designation 150 271 constructing brick masonry circular manhole 1.22 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 ( 1 cement :4 coarse sand ) inside cement plaster 12 mm thick with cement mortar 1:3 ( 1 cement : 3 coarse sand ) finished with a floating coat of neat cement foundation concrete 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size ) and making necessary channel in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) finished with a floating coat of neat cement, all complete as per standard design : 272 1.68 m deep with sfrc cover and frame ( heavy duty hd 20 grade designation ) 560 mm internal diameter conforming to i.s. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) including centering, shuttering all complete. ( excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately ) : 273 with common burnt clay f.p.s. ( non modular ) bricks of class designation 150 274 with common burnt clay f.p.s. ( non modular ) bricks of class designation 150 275 steel work welded in built up sections / framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 276 in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 277 providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand ) , joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. 278 area of slab upto 0.50 sqm 279 area of slab over 0.50 sqm 280 extra for providing opening of required size & shape for wash basin / kitchen sink in kitchen platform, vanity counter and similar location in marble / granite / stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. 281 providing and laying in position machine batched and machine mixed design mix m 25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per is: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of engineer in charge. ( note : cement content considered in this item is @ 330 kg / cum. excess / less cement used as per design mix is payable / recoverable separately ) . 282 all works above plinth level. 283 centering and shuttering including strutting, propping etc. and removal of form for : 284 platform & rcc shelves 285 mild steel or iron in plain work such as in reinforced concreted or reinforced brick work ( when not included in overall rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage. bend hooks and authorized overlapping shall be measured. 286 providing and fixing aluminium work for louvers with extruded built up standard tubular sections / appropriate z sections and other sections of approved make conforming to is: 733 and is: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required epdm rubber / neoprene gasket etc. aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, aluminium snap beading for glazing / paneling, c.p. brass / stainless steel screws, all complete as per architectural drawings and the directions of engineer in charge. powder coated aluminium ( minimum thickness of powder coating 50 micron ) . 287 providing and fixing of health faucet including materilal, labour, t & p etc. complete. cat no. jaquar ale 583 288 ng clamp including complete in all respect as per engg incharge 289 boundrywall 290 earth work in trenches for foundation, pipes, cable etc in oridinary soil incl. lift up to 1.5 m and lead upto50 m & dressing of dides & ramming the bottom & disposal of surplus earth as per direction of e / i. 291 p.c.c. work with cement approved coarse sand and 40 mm gauge approved stone ballast in proportion of 1:4:8incl. cost of form work in foundation & floor. 292 class 150 brick work laid in 1:6 ( 1cement and 6 coarse sand ) in superstrecture including cost of all material and t&p etc required for proper completion of work. 293 class 150 brick work laid in 1:6 ( 1cement and 6 coarse sand ) in superstrecture including cost of all material and t&p etc required for proper completion of work. 294 r.c.c. work with cement approved coarse sand and 2cm gauge approved stone ballast in the proportion of 1:1.5:3 in rcc raft foundation and footing, excluding its fixing and binding wire and including necessary centering and shuttering etc and also including s / o all materials required for proper completion of the work. binding wire to be supplied by the contractor free of cost. 295 r.c.c. work with cement approved coarse sand and 2cm gauge approved stone ballast in the proportion of 1:1.5:3 in column, excluding its fixing and binding wire and including necessary centering and shuttering etc and also including s / o all materials required for proper completion of the work. binding wire to be supplied by the contractor free of cost. 296 r.c.c. work with cement approved coarse sand and 2cm gauge approved stone ballast in the proportion of 1:1.5:3, excluding its fixing and binding wire and including necessary centering and shuttering etc and also including s / o all materials required for proper completion of the work. binding wire to be supplied by the contractor free of cost. but in plinth beams in 1:1.5:3i.e. having spans upto 6 metres. 297 mild steel or iron in plan work such as reinforced concerte or reinforced brick work ( when not included in overall rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorized overlapping shall be measured up to floor two level. 298 mild steel or iron in small size and section such as grills etc wrought to required shape as necessary including bending and welding for proper completion of work and including supply of steel its wastage 299 c.c. work with cement approved coarse sand and 20 mm gauge approved stone ballast in proportion of 1:2:4incl. cost of form work in coping 300 12 mmplaster in 1 part cement and 6 part coarse sand incl. cost of all material and t&p etc reqd. for proper completion of work 301 15 mmplaster in 1 part cement and 6 part coarse sand including cost of all material and t&p etc required for proper completion of work 302 finishing of wall with water proofing cement paint of approved quality two coat and required said on under coated wall including 1 coat white cement priming to give an even shade after throughly brushing the surface etc. complete 303 providing and fixing of expansion joint system related with wall joint ( internal / external ) location as per drawings and direction of engineer in charge. the joints shall be of extruded aluminum base members, self aligning / centering arrangement and support plates as per astm b221 02. the material shall be such that it provides an expansion joints system suitable for vertical wall to wall / wall to corner application, both new and existing construction in office buildings & complexes with no slipping down tendency amongst the components of the joint system. the joint system shall utilize light weight aluminum profiles exhibiting minimal exposed aluminum surfaces mechanically snap locking the multicellular to facilitate movement. ( material shall confirm to astm 6063 ) . 304 painting 2 coats over one primer coat over new steel workincluding cost of all material and t&p etc required for proper completion of work 305 filling by carted earth from a distance at site, in trenches, plinth, sides of foundation etc. inlayers not exceeding 20 cms in depth, consolidating each deposited layer by ramming and watering including lead upto 50 m & lift upto 1.50m. 306 the rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer in charge. ( structural frame work including m.s. plate to be provided separately. rectangular area of the sheet only shall be measured for payment ) .overhead informatory road signage 307 the boards will be fixed to 1 no. 50x50 mm square post made of m.s. angle 50x50x4 mm, 4 m long welded to the frame with adequate anti theft arrangement .sheet work to be painted with two or more coats of synthetic enamel paint over an under coat ( primer ) and back side of aluminium sheet to be painted with two or more coats of epoxy paint including appropriate priming coat complete in all respects as per direction of engineer in charge. 308 boundrywall 309 1.68 m deep with sfrc cover and frame ( heavy duty hd 20grade designation ) 560 mm internal diameter conforming toi.s. 12592, total weight of cover and frame to be not less than182 kg. fixed in cement concrete 1:2:4 ( 1 cement : 2 coarsesand : 4 graded stone aggregate 20 mm nominal size ) including centering, shuttering all complete. ( excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately ) : 310 with common burnt clay f.p.s. ( non modular ) bricks of classdesignation 7.5 311 extra depth for circular type manhole 1.22 m internal dia ( at bottom ) beyond 1.68 m to 2.29 m : 312 with common burnt clay f.p.s. ( non modular ) bricks of class designation 7.5 313 providing and laying hdpe pipewith 10 kg pressure including all assesaries such as valve, service saddle, tee band and trenching, backfilling , shifting of line , making chamber , jointing of pipe with butt fusion and testing complete as per desiser of engineer in charge. 314 160 mm 315 110 mm 316 90 mm 317 constructing masonry chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 ( 1 cement : 4 coarse sand ) for sluice valve, with c.i. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside ) with chained lid and rcc top slab 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) , i / c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 ( 1 cement : 3 coarse sand ) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : 318 with common burnt clay f.p.s. ( non modular ) bricks of class designation 7.5 319 with f.p.s. bricks class designation 75 320 0.00 to 1.0 m depth 321 providing and fixing 3 layer pp r ( poly propylene random copolymer ) pipes, u v stabilized & anti microbial fusion welded, having thermal stability for hot & cold water supply, including all pp r plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of engineer in charge. 322 pn 16 pipe, 32 mm od ( sdr 7.4 ) 323 pn 16 pipe, 40 mm od ( sdr 7.4 ) 324 pn 16 pipe, 50 mm od ( sdr 7.4 ) 325 providing and fixing gun metal gate valve with c.i. wheel of approved quality ( screwed end ) : 326 32 mm nominal bore. 327 40 mm nominal bore. 328 50 mm nominal bore. 329 providing and fixing c.i. sluice valves ( with cap ) complete with bolts, nuts, rubber insertions etc. ( the tail pieces if required will be paid separately ) : 330 100 mm diameter 331 class i 332 constructing masonry chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 ( 1 cement : 4 coarse sand ) for sluice valve, with c.i. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside ) with chained lid and rcc top slab 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) , i / c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 ( 1 cement : 3 coarse sand ) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :with common burnt clay f.p.s. ( non modular ) bricks of class designation 7.5 333 drain 334 earth work in excavation in trenches for foundations pipes cable etc in ordinary soil ( loan clay or sand ) including lift upto 1.5 m. lead upto 50m and dressing of sides and rammings of bottom and disposal of surplus exdavated earth as directed by the engineer i / c within a lead of 50m. 335 providing and laying in cement concrete 1:4:8 ( 1 cement 4 coarse sand :8graded stone aggregate 40 mm nominal size ) and curing complete, including cost of form work, in foundation and floors. 336 providing and laying in position machine batched and machine mixed design mix m 25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per is: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of engineer in charge. ( note : cement content considered in this item is @ 330 kg / cum. excess / less cement used as per design mix is payable / recoverable separately ) . 337 all works upto plinth level. 338 centering and shuttering including strutting, propping etc. and removal of form for: 339 foundations, footings, bases of columns, etc. for mass concrete 340 walls ( any thickness ) including attached pilasters, butteresses, plinth and string courses etc. 341 suspended floors, roofs, landings, balconies and access platform 342 mild steel or iron in plain work such as reinforced concrete or reinforced brick work ( when not included in an over all rates ) wrought to required shaoe as necessary including bending for proper completion of the work and including supply of steel. its wastage bend, hookes and authorised averlapping shall be measured upto floor two level. 343 cc road 344 preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re rolling the sub grade and disposal of surplus earth with lead upto 50 metres. 345 extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density ( proctor density ) . 346 class 150 brick work in 1:6 cementand coarse sandmortar in foundation and plinth including supply of all materials, labour tools and plants, etc. required for proper completetion of the work. 347 15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 ( 1 cement: 4 course sand ) . 348 providing and laying cement concrete 1:4:8 ( 1cement :4 coarse sand :8graded stone ballast 40 mm. nominal size ) including supply of all materials, labour and t&p etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation. 349 construction of granular sub base by providing close graded material conforming to specifications, mixing in a mechanical mix plant at omc, carriage of mixed material byippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as perpecifications and directions of engineerin charge with material conforming to grade ii ( size range 53 mm to 0.075 mm ) having cbr value 25 350 providing and laying c.c. pavement of mix m 25 with ready mixed concrete from batching plant. the ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of engineer incharge 351 cutting andmaking expansion joint size of 8mm width and 18 20 mm deep in rcc road through to heavy duty rcc cutting machine and filling polysulphide sealent in expansion joint size of 8 mm wide and 3 mm depth including sealent 8mm x 15 mm with debounding strips as per direction of engineer in charge. 352 providing and laying at or near ground level factory made kerb stone of m 25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 ( 1 cement: 3 coarse sand ) , including making joints with or without grooves ( thickness of joints except at sharp curve shall not to more than 5mm ) , including making drainage opening wherever required complete etc. as per direction of engineer in charge ( length of finished kerb edging shall be measured for payment ) . ( precast c.c. kerb stone shall be approved by engineer in charge ) . 353 providing and laying factory made coloured chamfered edge cement concrete paver blocks of required strength, thickness & size / shape, made by table vibratory method using pu mould, laid in required colour & pattern over 50mm thick compacted bed of fine sand, compacting and proper embedding / laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with jamuna sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. complete as per manufacturer’s specifications & direction of engineerin charge. 60mm thick c.c. paver block of m 35 grade with approved colour, design & pattern. 354 mild steel or iron in plain work such as reinforced concrete or reinforced brick work ( when not included in an over all rates ) wrought to required shaoe as necessary including bending for proper completion of the work and including supply of steel. its wastage bend, hookes and authorised averlapping shall be measured upto floor two level. 355 landscape & horticulture 356 trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly leveling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water ( excluding cost of imported earth, sludge or manure ) . 357 supplying and stacking of good earth at site including royalty and carriage up to 1 km ( earth measured in stacks will be reduced by 20% for payment ) . 358 supplying and stacking at site dump manure from approved source, including carriage up to 1 km ( manure measured in stacks will be reduced by 8% for payment ) : screened through sieve of i.s. designation 16 mm 359 fine dressing of the ground 360 mixing earth and sludge or manure in the required proportion specified or directed by the officer in charge.. 361 grassing with selection no.1 grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed ( the good earth shall be paid for separately ) . 362 with grass turf 363 preparation of beds for hedging and shrubbery by excavating 60 cmdeep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 ( 8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8% ) , flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete ( cost of sludge, manure or extra earth to be paid for separately ) . 364 digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume ( 2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8% ) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts ( cost of manure, sludge or extra good earth if needed to be paid for separately ) : 365 holes 90 cm dia, and 90 cm deep 366 supply of plants 367 providing and displaying foxtail palm plant well developed with fresh & healthy foliage of ht. 210 to 240 cm in big 40 cm cement pot as per direction of the officer in charge. 368 supply and stacking of plant thuja compacta of height 75 90 cm., conical shaped, well formed with healthy foliage in earthen pots of size 30 cm as per direction of the officer in charge. 369 jhuepesons 370 providing and displaying washingtonia filifera palm plant well developed 90 to 105 cm ht. having 5 to 6 straight fresh and healthy leaves in 35 cm cement pot as per direction of the officer in charge. 371 providing and displaying phoenix roebelenii palm plant well developed having 20 to 25 fresh & healthy leaves 90 to 105 cm ht. in 30 cm cement pot as per direction of the officer in charge. 372 providing and displaying bismarkia palm plant 115 to 180 cm ht., well developed 12 and above good color fresh and healthy leaves in 40 cm cement pot as per direction of the officer in charge. 373 providing and displaying cycus cirsnallis plant well developed with fresh & healthy 35 to 40 lush green leaves in 40 cm cement pot as per direction of the officer in charge. 374 providing and displaying topiary plant of ficus nuda well developed with fresh & healthy foliage from top to bottom with single piller 75 to 90 cm spread, 195 to 210 cm ht. in 35 cm cement tray / cement pot as per direction of the officer in charge. 375 supply and stacking of grevillea robusta ( silver oak ) plant of height 150 165 cm. in big poly bags of size 25 cm as per direction of the officer incharge. 376 supply and stacking of plumeria acutifolia plant of height 150 165 cm. with 3 4 branches in big size hdpe bag as per direction of the officer in charge 377 f. bajarina 378 supply and stacking of chorisia speciosa plant of height 150 165 cm. in big poly bags of size 25 cm as per direction of the officer in charge. 379 supply and stacking of polyalthia pendula ( ashok pendula ) plant of height 180 195 cm. in gunny bag of size 30 cm as per direction of the officer incharge. 380 teeona gemi chari 381 supply and stacking of polyalthia longifolia ( ashok ) plant of height 180 195 cm. in gunny bag of size 30 cm as per direction of the officer incharge. 382 banhina 383 group of flower shrubs ie hibisens, exera, f. stanlight, callandra, teeoma capansis ratki etc 384 surearia 385 hansphar 386 providing and displaying of areca palm plant, having ht. 2.40 m to 2.70 m with 12 to 14 suckers, well developed, fresh and healthy with lush green foliage in 35 cm size of bucket type cement pots & as per direction of the officer in charge. 387 providing and displaying of raphis palm specimen plant, having ht. 1.50 m to 1.65 m with 40 to 50 lush green suckers, well developed, fresh & healthy foliage leaves in 40 cm size of earthen pot / chali / tray & as per direction of the officer in charge. 388 flowering & indoor potted plants in 10 earthern pots 389 earth work in trenches for foundation, pipes, cable etc in oridinary soil incl. lift up to 1.5 m and lead upto50 m & dressing of dides & ramming the bottom & disposal of surplus earth as per direction of e / i. 390 extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. all kinds of soil 391 below ground 1.5 to 3.00 m 392 below ground 3.0 to 4.5 m 393 below ground 4.5 to 6.0 m 394 below ground 6.0 to 7.5 m 395 below ground 7.5 to 9.0 m 396 below ground 9.0 to 10.5 m 397 providing and laying cement concrete 1:4:8 ( 1cement :4 coarse sand :8graded stone aggregate 40 mm. nominal size ) including supply of all materials, labour and t&p etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation. 398 providing and laying in position machine batched and machine mixed design mix m 25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per is: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of engineer in charge. 399 all works up to plinth level. 400 all works above plinth & up to floor v level. 401 centering and shuttering including strutting, propping etc. and removal of form for : 402 foundations, footings, bases of columns, etc. for mass concrete 403 walls ( any thickness ) including attached pilasters, butteresses, plinth and string courses etc. 404 suspended floors, roofs, landings, balconies and access platform 405 lintels, beams, plinth beams, girders, bressumers and cantilevers 406 columns, pillars, piers, abutments, posts and struts 407 class 150 brick work in 1:6 cementand coarse sandmortar in foundation and plinth including supply of all materials, labour tools and plants, etc. required for proper completetion of the work. 408 class 150 brick work in 1:3 cementand coarse sandmortar in foundation and plinth including supply of all materials, labour tools and plants, etc. required for proper completetion of the work. 409 class 150 brick work in 1:6 cementand coarse sandmortar in superstructure including supply of all materials, labour tools and plants, etc. required for proper completetion of the work 410 mild steel or iron in plain work such as in reinforced concreted or reinforced brick work ( when not included in overall rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage. bend hooks and authorized overlapping shall be measured. 411 12 mm cement plaster in single coat on smooth side of single or half brick wall for interior plastering upto floor two level including brick wall for interior plastering upto floor two level including internal rounded angles chamfers and / or rounded angles not exceeding 80mm in girth and finished evenand smooth no. extra for mixing and additive. ( iii ) 1cement :6 c. sand 412 15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering upto floor two level including internal rounded angles not exceeding 80mm in girth and finished even and smooth ( i ) 1 cement: ( iii ) 1 cement: 6 coarse sand 413 6 mm cement plaster of mix :1:3 ( 1 cement : 3 fine sand ) in ceiling of rcc roof or beam. 414 finishing walls with premium acrylic smooth exterior paint with silicone additives of required shade : new work ( two or more coats applied @ 1.43 ltr / 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg / 10 sqm ) 415 providing and fixing 1 mm thick m.s. sheet door with frame of 40x40x6 mm angle iron and 3 mm m.s. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. using m.s. angels 40x40x6 mm for diagonal braces 416 supplying and fixing rolling shutters of approved make, made of required size m.s. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to is: 4454 part 1 and m.s. top cover of required thickness for rolling shutters. 80x1.25 mm m.s. laths with 1.25 mm thick top cover 417 providing and fixing ball bearing for rolling shutter 418 providing and fixing stainless steel ( grade 304 ) railing made of hallow tubes, chanells, plates etc. including welding grinding buffing, polising and making corvechare ( wherever required ) and fitting the same with necessary stainless steel nuts and bolts complete, i / c fixing railing with necessary accessories and stainless steel dash fasteners, stainless steel bolts etc. of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of engineer in charge. ( for payment purpose only weight of stainless steel members shall be considered excluding fixing assessories such as nuts, bolts, fasteners etc. 419 painting 2 coats over one primer coat over new steel workincluding cost of all material and t&p etc required for proper completion of work 420 providing and laying brick coba 12 mm thick laid with m 150 class brick bat coba 7.50 cm thick with gap of 15 mm to each other, over 20 mm thick base of cement mortar 1:4 cement and coarse sand mixed with water proofing compound spreading cement slurry mixed with aerelic cement concrete water proofing compound filled gaps of coba & top of coba mortarmixedwithwater proofing compound in 1:4 cement and coarse sand mortar finfished smooth & top mashed false square 30 x 30 cm and side wall parapet shall be monotythic plaster wall upto 30 cm higher and junction and corner shall be rounded by brick ballast cement and coarse sand masonary coba with top finished plaster mixed with acetic water proofing compound @ 2% by weight & including s / o all material, labour, t&p etc complete for proper completion of work. 421 providing and laying integral cement based treatment for water proofing on the vertical surface by fixing specified stone slab 22 mm to 25 mm thick with cement slurry mixed with water proofing compound conforming to is:2645 in recommended proportions with a gap of 20 mm ( minimum ) between stone slabs and the receiving surfaces and filling the gaps with neat cement slurry mixed with water proofing compound and finishing the exterior of stone slab with cement mortar 1:3 ( 1 cement : 3 coarse sand ) 20 mm thick with neat cement punning mixed with water proofing compound in recommended proportion complete at all levels and as directed by engineer in charge : using rough kota stone. 422 planning, design, engineering, procurement, construction, installation, testing, commissioning and thereafter operation & maintenance for 120 months of stp & etp with all allied works of 1.00 mld capacity 423 planning, designing, engineering, construction, procurement, installation, testing, commissioning, trial of proposed1.0 mld sewerage treatment plant ( stp ) including civil, mechanical, electrical and instrumentation works for stp sub units namely – oil and grease traps, equalization tank, equalized effluent transfer pump house, ph correction tank, chlorination tank, chemical dosing tanks ( lime, feso4, polymer, urea , dap etc. etc ) , parshal flume, fine screen & chamber, gritchamber, flashmixer, clariflocculator, aeration tank, secondary clarifier, chemical sludge sump, biological sludge sump, dewatering polymer dosing ( chemical sludge ) , dewatering polymer dosing ( biological sludge ) , chemical & biological sludge pump house, flash mixer beforefiltration, deep bed filters, chlorination tonner house, chemical & biological centrifuge house, sludge drying bed, chemical house, chemical & biological storage area, backwash tank, filtered effluent storage tank, internal road parking, boundary wall, horticulture works, campus lighting, flow meters, all pumping machinery such as equalized lifting pumps, clarifier mechanism both for primary and secondary clarifier, machinery for flash mixers, air blowers, chlorine tonner, pumping machinery for pumping of biological and chemical sludge, pumping of treated water effluent, rising main from treated effluent sump to the nearby drain with sluicevalves , non return valves, air valves and other accessories including connection to recycling network, water supply service line for providing water supply to all units wherever required, all ht, lt panels their rooms for air blowers etc., including bye pass arrangement & trial run during the stabilization period. the scope of work also includes the construction of boundary walls, roads & pathways, landscape & horticulture, and campus lighting etc. at stp site. civil, mechanical, electrical required for proper performance shall form the part of the scope complete in all respect. 424 planning, designing, engineering, construction, procurement, installation, testing, commissioning, trial of proposed1.0 mld sewerage treatment plant ( etp ) including civil, mechanical, electrical and instrumentation works for stp sub units namely – oil and grease traps, equalization tank, equalized effluent transfer pump house, ph correction tank, chlorination tank, chemical dosing tanks ( lime, feso4, polymer, urea , dap etc. etc ) , parshal flume, fine screen & chamber, gritchamber, flashmixer, clariflocculator, aeration tank, secondary clarifier, chemical sludge sump, biological sludge sump, dewatering polymer dosing ( chemical sludge ) , dewatering polymer dosing ( biological sludge ) , chemical & biological sludge pump house, flash mixer beforefiltration, deep bed filters, chlorination tonner house, chemical & biological centrifuge house, sludge drying bed, chemical house, chemical & biological storage area, backwash tank, filtered effluent storage tank, internal road parking, boundary wall, horticulture works, campus lighting, flow meters, all pumping machinery such as equalized lifting pumps, clarifier mechanism both for primary and secondary clarifier, machinery for flash mixers, air blowers, chlorine tonner, pumping machinery for pumping of biological and chemical sludge, pumping of treated water effluent, rising main from treated effluent sump to the nearby drain with sluicevalves , non return valves, air valves and other accessories including connection to recycling network, water supply service line for providing water supply to all units wherever required, all ht, lt panels their rooms for air blowers etc., including bye pass arrangement & trial run during the stabilization period. the scope of work also includes the construction of boundary walls, roads & pathways, landscape & horticulture, and campus lighting etc. at stp site. civil, mechanical, electrical required for proper performance shall form the part of the scope complete in all respect. 425 estimate for 300mm x200 mm dia tube well drilled by rotary rig to a depth of 350 meter below ground level with 800 lpm submersable pump set and pipe line work 426 transportation of heavy rig machine 1 job 427 erection and dismantling of rig machine 428 water suply charge ands and driling machine. 429 drilling 200mm dia bore hole in alluvium other than rock, sand stone & boulder formations: from g.l. to 350 m 430 reaming of 200 mm dia pilot bore to 675 mm dia bore: from g.l. to 130 m. 431 washing of bore hole. 432 electric loging of bore hole by electric logger. 433 providing & lowering of assembly pipe including cutting & welding by providing a collar: 434 300 mm dia ms erw housing pipe having wall thickness 7 mm. 435 300 mm dia ms erw slotted pipe having wall thk. 8.00 mm. 436 providing and fixing well cap , reducer, clamp, centre guide & bail plug. 437 providing and packing the bore hole with suitable size of pea gravel. 438 development by high velocity jetting toughter with air compressor: 439 transportation of air compressor 440 erection of air compressor 441 runing of air compressor 442 development of tubewell by o.p. unit 443 transportation of o.p. unit 444 erection of o.p. unit 445 development of tubewell by o.p. unit 446 water testing chemical and bactriological 447 supply and installation of 800 lpm discharge submersable pump complete 448 100 mm pipe line work to connect tubewell...

Due Date : June 26, 2023

Tender Value : ₹ Ref. Documents

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6
Zila Panchayat - Uttar Pradesh

35765839 tender for selection of counseling of architect for planning, design/drawing and stemmata making of shops...

Due Date : January 23, 2023

Tender Value : ₹ Ref. Documents

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12
Central Public Works Department - Uttar Pradesh

35074656 construction of department of architecture, planning & design and school of decision science and engineering building ( g plus 5 ) including water supply, sanitary installation, internal electrical installation, service connection, fire fighting system, fire alarm system, hvac, cctv, lifts, dg set and development works at iit ( bhu ) varanasi....

Due Date : December 14, 2022

Tender Value : ₹ 27.88 Crore

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13
Northern Coalfields Limited - Uttar Pradesh

35001903 planning, design, engineering, construction, fabrication, erection, supply, installation, testing, trial run and commissioning of coal handling plant of 4 mtpa on turnkey basis and operation and maintenance of plant for five years....

Due Date : January 21, 2023

Tender Value : ₹ 237.44 Crore

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14
Motilal Nehru National Institute Of Technology Allahabad - Uttar Pradesh

34510103 request for proposal (rfp)for appointment of central public sector undertaking (cpsu)notified by the ministry of urban development (moud) or state govt. psu, listed in stock exchange, as project management consultant (pmc)for complete planning, design, execution / construction of buildings and its services including furniture and fixtures, it (networking), a.c. installation, commissioning and other maintenance and upgradation works of existing buildings etc. under conventional/ epc contract mode as per scope of work for various buildings at mnnit allahabad for the period of five years or completion of project including technical support during defect liability period which may be extended on satisfactory performance with mutual consent....

Due Date : November 09, 2022

Tender Value : ₹ 350 Crore

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15
Motilal Nehru National Institute Of Technology Allahabad - Uttar Pradesh

34489046 tender for complete planning, design, execution i construction of buildings and its services including furniture and fixtures, it (networking), a.c. installation, commissioning and other maintenance and upgradation works of existing buildings etc. under conventional/epc contract mode as per scope of work for various buildings at mnnit allahabad for the period of five years or completion of project, including technical support during defect liability period....

Due Date : November 10, 2022

Tender Value : ₹ Ref. Documents

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16
Kanpur Development Authority - Uttar Pradesh

33230671 request of proposal selection of planning design consultants for development of land parcels in chakeri scheme, third party quality surveillance for development / building works of kanpur development authority...

Due Date : August 05, 2022

Tender Value : ₹ Ref. Documents

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18
Northern Coalfields Limited - Uttar Pradesh

33100950 planning, design, engineering, construction, fabrication, erection, supply, installation, testing, trial run and commissioning towards upgradation / modification of existing sewage treatment plant ( 2.5 mld ) at bina project as per nit as per tender document...

Due Date : August 12, 2022

Tender Value : ₹ 7.62 Crore

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19
Northern Coalfields Limited - Uttar Pradesh

32583952 planning, design, engg., construction, fabrication, erection, supply, installation, testing, trial run and commissioning towards upgradation / modification of existing etp on turnkey basis incl. operation and maintenance for five years for bina ocp, ncl...

Due Date : July 22, 2022

Tender Value : ₹ 14.39 Crore

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20
Northern Coalfields Limited - Uttar Pradesh

32308344 planning, design, engineering, construction, supply, erection, installation and commissioning of the complete secondary sizer plant on turnkey basis and operation and maintenance of plant for five years at khadia chp ...

Due Date : June 24, 2022

Tender Value : ₹ 26.17 Crore

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21
Department Of Electricity - Uttar Pradesh

31819802 survey, planning, design, engineering, assembly manufacturing, testing, supply, loading, transportation, unloading, insurance, delivery at site, handling, storage, installation, testing, commissioning and documentation of all items / material required to complete the following works....

Due Date : May 26, 2022

Tender Value : ₹ Ref. Documents

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22
Uttar Pradesh Jal Nigam - Uttar Pradesh

30713513 survey, planning, design an laying of pipe line and related works at khadauli, meerut including supply of all materials, labour and t np, etc. to complete work in all respect including testing, commissioning defect liability and handing over of comp....

Due Date : February 21, 2022

Tender Value : ₹ 4.61 Crore

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23
Uttar Pradesh Jal Nigam - Uttar Pradesh

30656665 tender for survey planning, design & laying of pipe line and related works at khadaull meerut including supply of all material labour and t&p etc. to complete work in all respect including testing. commissioning defect liability and handing over of complete and commissioned works to nagar nigam meerut under deposit work nagar nigam. meerut (district meerut)”...

Due Date : January 14, 2022

Tender Value : ₹ Ref. Documents

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24
Northern Coalfields Limited - Uttar Pradesh

29393802 planning, design, supply, installation, testing and commissioning of the complete secondary sizer plant and all other accessories and facilities required to make it complete on turnkey basis and operation and maintenance of plant for five years planning, design, supply, installation, testing and commissioning of the complete secondary sizer plant and all other accessories and facilities required to make it complete on turnkey basis and operation and maintenance of plant for five years...

Due Date : November 09, 2021

Tender Value : ₹ 26.17 Crore

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25
Moradabad Smart City Limited - Uttar Pradesh

29177817 request for proposal for planning, design, supply, installation / construction, erection, commissioning, testing of lpg / cng based human crematorium with its operation and maintenance for a period of one year request for proposal for planning, design, supply, installation / construction, erection, commissioning, testing of lpg / cng based human crematorium with its operation and maintenance for a period of one year...

Due Date : October 13, 2021

Tender Value : ₹ 2.91 Crore

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26
Moradabad Smart City Limited - Uttar Pradesh

29171543 tender for request for proposal for construction of animel carcass incinerators plant on design, supply installation testing commissioning basis including 1 year operation and maintenance 2. planning, design, supply, installation construction, erection, commissioning testing of pc/cnc based human crematorium with its operation and maintenance for a period of one year...

Due Date : October 04, 2021

Tender Value : ₹ Ref. Documents

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27
Northern Coalfields Limited - Uttar Pradesh

28913968 planning, design, engineering, construction, fabrication, erection, supply, installation, testing, trial run and commissioning of coal handling plant for bina kakri amalgamation ocp on turnkey basis as per nit as per nit...

Due Date : September 23, 2021

Tender Value : ₹ 629.43 Crore

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28
Uttar Pradesh Jal Nigam - Uttar Pradesh

28235534 consultancy services for overall survey, investigation, planning, design, engineering survey, household survey, designing and preparation of dpr of piped drinking water supply schemes based on surface water / ground water in the extended area of nagar nigam, prayagraj...

Due Date : July 14, 2021

Tender Value : ₹ Ref. Documents

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29
Northern Coalfields Limited - Uttar Pradesh

27809577 planning , design , engineering , construction , fabrication , erection , dismantling , supply , installation , testing , trial run , commissioning of new support system to facilitate shifting of one existing trestle of conveyor gantry 5c of old chp of khadia ocp...

Due Date : May 24, 2021

Tender Value : ₹ 1.34 Crore

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30
Northern Coalfields Limited - Uttar Pradesh

27710882 planning , design , engineering , construction , fabrication , erection , supply , testing , trial run and commissioning of chp for bina kakri amalagamation ocp consisting of all civil , structural , electrical and mechanical works as per nit as per nit...

Due Date : June 11, 2021

Tender Value : ₹ 613.82 Crore

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31
Northern Coalfields Limited - Uttar Pradesh

27620409 planning , design , engineering , construction , fabrication , erection , supply , installation , testing , and commissioning of 2x630 kva , 6 . 6 kv/433 v colony sub station ( 2 nos . ) as per nit planning , design , engineering , construction , fabrication , erection , supply , installation , testing , and commissioningof 2x630 kva , 6 . 6 kv/433 v colony sub station ( 2 nos . ) as per nit . ...

Due Date : April 26, 2021

Tender Value : ₹ 2.24 Crore

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32
Uttar Pradesh Jal Nigam - Uttar Pradesh

27526936 supply of all materials, labour and t&p, etc. for survey, planning, design and drawing & construction of following works to complete in all respect including testing, commissioning, trial and run, defect liability and handing over complete works to nagar nigam meerut on turnkey basis for connection of 04 nos. cwr (golakuan, bachacha park, nauchandi and shastri nagar sector 12) from existing ganga jal feeder main / existing vikaspuri cwr through gravity main / pumping main complete in all respect under deposit work of meerut nagar nigam at meerut city...

Due Date : April 15, 2021

Tender Value : ₹ Ref. Documents

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33
Water Resources Department - Uttar Pradesh

27447288 supply of all materials, labour and t & p etc. for survey, planning, design and drawing and construction of following works to complete in all respect including testing, commissioning, trial and run, defect liability and handing over complete works to nagar nigam meerut on turnkey basis for connection of 04 nos. cwr ( golakuan, bachacha park, nauchandi and shastri nagar...

Due Date : April 15, 2021

Tender Value : ₹ Ref. Documents

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34
Uttar Pradesh Jal Nigam - Uttar Pradesh

27326203 supply of all materials, labour and t&p, etc. for survey, planning, design and drawing and testing, commissioning, trial and run, defect liability and handling over complete works to nagar nigam meerut on turnkey basis for connection of 04 nos. cwr.(golakuan, bachacha park, nauchandi and shastri nagar....

Due Date : March 18, 2021

Tender Value : ₹ Ref. Documents

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35
Jal Nirmal Project - Uttar Pradesh

27321923 supply of all materials, labour and t & p etc. for survey, planning, design and drawing and construction of following works to complete in all respect including testing, commissioning trial and run, defect liability and handling over complete works to nagar nigam meerut on turnkey basis for connection of 04 nos. cwr ( golakuan, bachacha park, nauchandi and shastri nagar sector 12 ) from existing ganga jal feeder main / existing vikaspuri cwr through gravity main / pumping main complete in all respect under deposit work of meerut nagar nigam...

Due Date : April 07, 2021

Tender Value : ₹ Ref. Documents

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36
Uttar Pradesh Jal Nigam - Uttar Pradesh

27318044 supply of all materials, labour and t&p, etc. for survey, planning, design and drawing &construction of following works to complete in all respect including testing, commissioning, trial and run, defect liability and handing over complete works to nagar nigam meerut on turnkey basis for connection of 04 nos. cwr (golakuan, bachacha park, nauchandi and shastri nagar sector 12)from existing ganga jal feeder main/ existing vikaspuri cwr through...

Due Date : April 06, 2021

Tender Value : ₹ 3.16 Crore

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37
Uttar Pradesh Jal Nigam - Uttar Pradesh

26483532 investigation planning, design drawing supply of all materials, labour t&p and construction of a r.c.c. over head tank of nakahara w/s scheme...

Due Date : January 11, 2021

Tender Value : ₹ Ref. Documents

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38
Northern Coalfields Limited - Uttar Pradesh

26256345 planning , design , engineering , construction , fabrication , erection , dismantling , supply , installation , testing , trial run , commissioning of new support system to facilitate shifting of one existing trestle of conveyor gantry 5c of old chp of khadia ocp...

Due Date : January 18, 2021

Tender Value : ₹ 1.34 Crore

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39
Central Public Works Department - Uttar Pradesh

25731571 consultancy services for setting up of a botanic garden in noida including its comprehensive architectural design landscape design horticultural planning engineering planning design procurement of manpower and equipments, preparation of request for proposal for associated implementing agencies, supervision of implementation and construction and project management unit for supervision of the project in a development area measuring about 164.85 acres. sh providing services of computer operators and clerk etc....

Due Date : October 22, 2020

Tender Value : ₹ 15.60 Lakhs

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40
Northern Coalfields Limited - Uttar Pradesh

25653242 planning , design , engineering , construction , fabrication , erection , dismantling , supply , installation , testing , trial run , commissioning of new support system to facilitate shifting of one existing trestle of conveyor gantry 5c of old chp of khadia ocp...

Due Date : November 10, 2020

Tender Value : ₹ 1.34 Crore

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41
Northern Coalfields Limited - Uttar Pradesh

24841813 planning , design , engineering , construction , fabrication , erection , supply , installation , testing , trial run and commissioning of mechanized loading at wharf wall for dudhichua ocp on turnkey basis as per nit as per nit...

Due Date : August 21, 2020

Tender Value : ₹ 64.80 Crore

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42
Northern Coalfields Limited - Uttar Pradesh

24457520 planning , design , engineering , construction , fabrication , erection , supply , testing , trial run and commissioning of coal handling plant for dudhichua ocp consisting of all civil , structural , electrical and mechanical works as per nit as per nit...

Due Date : August 05, 2020

Tender Value : ₹ 781.63 Crore

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43
Muzaffarnagar Development Authority - Uttar Pradesh

23733950 tender for survey for traffic study 2 road corridor / km 3 3 arm junction ( including 100 m of all arms ) 4 4 arm junction ( including 100 m of all arms ) 5 junction with more than 4 arms ( including 100 m of all arms ) 6 traffic surveys ( 16 hours ) 7 turning movement counts 8 3 arm junction 9 4 arm junction 10 more than 4 arms 11 mid block counts 12 pedestrian surveys ( 12 hours ) 13 3 arm junction 14 4 arm junction 15 more than 4 arms 16 parking surveys ( 12 hours ) 17 on street / km 18 off street 19 speed delay and network inventory 20 planning / design ( including geometric improvement for traffic, e rickshaw zone, pedestrian and parking zone ) 21 road corridor / km ( excluding junctions ) 22 only junctions 23 3 arm junction ( hanuman and prakashchowk ) 24 4 arm junction ( meenakshi, jansath bus adda / tiketchowk ) 25 more than 4 arms ( shiv chowk and ahilyabaichowk ) 26 landscape design 27 road corridor / km ( excluding junctions ) 28 junctions only 29 4 arm junction 30 rate for providing manpower for handholding assistance 31 sr. transport planner 32 jr. transport planner / engineer...

Due Date : March 20, 2020

Tender Value : ₹ 60.65 Lakhs

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45
Uttar Pradesh Jal Nigam - Uttar Pradesh

23197381 investigation planning, design drawing supply of all materials, labour t&p and construction of ar c c over head tank, including room wide p c c apron around with15 cm semicircular p.c.c. drain with proper slope, one meter wide r c.c. staircase from ground level up to top dome and m.s. ladder with hand rails in side the tank body, one meter wide r.c.c. balcony around the tank at junction .point of vertical and conical wall with proper railing of 20 mm dia medium quality g.l.pipe medium class in three rowson both sides of staircase, balcony and at the top dome and each landing supported on r.c.c. posts spaced at not more than 1.5m itervals proper ventilator inlervals. proper ventilator a top dome, water level indicator ,lightening conductor level with five ls.s and electricity rules 0.60 m dia medium pattern c i manhole cover hinged with locking arrangement also including supply fixing and jointing vertical pipes for outlet overflow and washout with all jointing materials for proper completion , including construction of chamber including supply and fixing of valves and exposed one length pipe outside of inlet and outlet with required sluice valve for chamber for connection of rising main and by pass arrangement other appurtenant work including excavation in all type of soil painting of all concrete surface and steel pipe works with three coats of approved apex ultima paint including seismic consideration based on the test report to be provided with tender . ...

Due Date : January 16, 2020

Tender Value : ₹ Ref. Documents

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46
Uttar Pradesh Jal Nigam - Uttar Pradesh

23151430 investigation, planning, design drawing supply of all materials, lbour t and p and construction of a rcc over head tank including 1.00 wide pcc aprovn around with 15 cm semicircular pcc drain with rcc staircase form ground level up to top dome and ms ladder with hand rails in side the tank at junction point of vertical and conical wall with proper railing of 20mm dia medium quality g.i. pipe medium class in three rows on both sides of staircase balcony and at the top and each landing supooned on rcc nosts spaced at not more than 1.5 proper ventilator intervals proper ventilator and top dome water level indicator lighting conductor level with five ss and electricity rules 0.60 mm dia medium pattern ci manhole cover hinged with looking arrangement also including supply and fixing and jointing vertical pipes for inlet outlet overflow and washing with all jointing materials to proper completion including construction of chamer including supply and fixing of valves and exposed one length pipe outside of inlet and outlet with required sluice valve for chamber for connection of rising main and by pass arrangement other appurtment work including excavation surface and steel pipe works with three coats of approved apex altima paint including sesmic consideration based on hire test report to be provided with tender form bikna w/s scheme ...

Due Date : January 10, 2020

Tender Value : ₹ Ref. Documents

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47
Northern Coalfields Limited - Uttar Pradesh

23127082 planning , design , engineering , construction , fabrication , erection , supply , installation , testing , trial run and commissioning of sewage treatment plant 1 . 5 mld on turnkey basis including operation and maintenance of plant for four years . ...

Due Date : January 29, 2020

Tender Value : ₹ 4.67 Crore

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48
Northern Coalfields Limited - Uttar Pradesh

22618313 planning , design , engineering , construction , fabrication , erection , supply , testing , trial run and commissioning of coal handling plant for dudhichua ocp consisting of all civil , structural , electrical and mechanical works as per nit as per nit / tender document and technical specification document...

Due Date : January 21, 2020

Tender Value : ₹ 379.04 Crore

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49
Central Public Works Department - Uttar Pradesh

22281163 consultancy services for setting up of a botanic garden in noida including its comprehensive architectural design landscape design horticultural planning engineering planning design procurement of manpower and equipments, preparation of request for proposal for associated implementing agencies, supervision of implementation and construction and project management unit for supervision of the project in a development area measuring about 164.85 acres....

Due Date : November 20, 2019

Tender Value : ₹ Ref. Documents

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50
Central Public Works Department - Uttar Pradesh

22259145 tender for consultancy services for setting up of a botanic garden in noida including its comprehensive architectural design landscape design horticultural planning engineering planning design procurement of manpower and equipments, preparation of request for proposal for associated implementing agencies, supervision of implementation and construction and project management unit for supervision of the project in a development area measuring about 164.85 acres....

Due Date : November 20, 2019

Tender Value : ₹ 4.50 Crore

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