Tender For Drinking Wsp For 1473Vill Of Chittorgarh Pratapgarh Rajsamand Udaipur District From Jakhamdam Und ... in India

Work Detail

Tender For Drinking Wsp For 1473Vill Of Chittorgarh Pratapgarh Rajsamand Udaipur District From Jakhamdam Under Jjm Pkg2 - Drinking Water Supply Project for 1473 villages of Chittorgarh, Pratapgarh, Rajsamand & Udaipur District from Jakham Dam under Jal Jeevan Mission (Package-2 Coverage for 371 villages of 3 blocks of Udaipur district and 302 village of 4 blocks of Rajsamand district from IPS-2 Mata Kheri IPS-7 Dharta,IPS-8 Mavli,IPS-9 Mehanduriyai, IPS-10 Dum Khera, IPS-11 Banda and Rising mains from Trunk main to CPS-20 to CPS-53 including complete works of these CPS, Cluster and Village Distribution with various Civil works) Sl. No. Item Description 1 Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade S&S pipes as per IS:8329-2000 (amended upto date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges, including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge.excluding earth work)Note : Providing and fixing of all requisite specials as perdrawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately 2 100 mm dia 3 150 mm dia 4 200 mm dia 5 250 mm dia 6 350 mm dia 7 400 mm dia 8 450 mm dia 9 700 mm dia 10 Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per IS:8329-2000 (amended upto date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges, including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in- charge.(excluding earth work)Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. 11 100 mm dia 12 150 mm dia 13 200 mm dia 14 250 mm dia 15 300 mm dia 16 350 mm dia 17 400 mm dia 18 600 mm dia 19 700 mm dia 20 800 mm dia 21 900 mm dia 22 Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. Supply may be in coil or straight length in 6 M/12 M.HDPE PE-100 PN-6 (Dia in mm) 23 63 mm dia 24 75 mm dia 25 90 mm dia 26 110 mm dia 27 Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work).Note : Providing and fixing of all requisite specials as perdrawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. Supply of pipe shall be in straight length in 6/12 M. 28 HDPE PE100 PN-6 (Dia in mm) 29 125 mm dia 30 140 mm dia 31 160 mm dia 32 180 mm dia 33 200 mm dia 34 225 mm dia 35 Providing, lowering, laying and jointing in trenches,standard lengths ISI marked Rigid PVC-O S/S Pipes (push on joints) as per IS-16647: 2017 (amended up to date)with EPDM Gasket seals on jointsincluding all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, laying of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter.Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. 36 PVC-O pipe Class 500PN-12.5 37 110 mm dia 38 160 mm dia 39 200 mm dia 40 Manufacturing, supplying ,lowering, laying and jointing in position to correct line spirally welded SAW/Fabricated MS Pipe having bevelled end plates / coils, confirming to IS 3589-2001 or its latest revision/ amendments, for following thickness and inside diameter, including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.), field joints,satisfactory hydraulic testing, disinfection, commissioning etc. completeas per technical specifications anddirection of Engineer-in-charge; (excluding earthwork, internal lining and outer coating). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. 41 1016 mm dia 8 mm thick 42 Providing and applying 3LPE (3 Layer Polyethylene) tape coating conforming to ISO 21809-1, DIN 30670-91 or CAN/CSA Z245.20-10 to external surface of M.S. Pipe comprising of a layer of fusion bonded epoxy (FBE), overlaid with PE adhesive with an outer layer of high density polyethyleneincluding preparation of surface by solvent cleaning, abrasive blasting to a finish of Grade 2.5 to DIN EN ISO 8501-1 and surface profile of 50 to 75 microns as per DIN EN ISO 8503-2. Minimum thickness of FBE shall be 250 microns including field joints coating at site complete as per technical specification and direction of Engineer-in-Charge.Minimum thickness of coating shall be 3.0 mm on weld seam as well as remaining surface. 43 Providing and applying Solvent free, two pack liquid epoxy lining to internal surface of M.S. Pipe as per BS 6920:2000 and AWWA C210 standard including preparation of internal surface of pipe by cleaning and abrasive blasting including field joints coating at site complete as per technical specification and direction of Engineer in In charge. Liquid Epoxy shall be NSF/WARS approved for drinking water and minimum thickness of lining shall be 406 microns. 44 Providing and fixing double flanged ISI marked DIClass K-9 pipes as per IS:8329-2000 (amended up to date), asvertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing and fixing clamps at every 3 mtr,jointing materials such as nuts, bolt, rubber packing, hydraulic testingetc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. 45 Note: The rates for DI double flanged pipes shall be reduced 5%, if used other than OHSR pipes. 46 100 mm 47 150 mm 48 200 mm 49 250 mm 50 300 mm 51 400 mm 52 450 mm 53 600 mm 54 700 mm 55 MS Pipe 56 914 mm 57 1016 mm 58 Providing and fixing double flanged ISI marked DI Class K-9 pipes as per IS:8329-2000 (amended up to date), as vertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing clamps at every 3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testing etc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. 59 100 mm dia 60 150 mm dia 61 200 mm dia 62 250 mm dia 63 300 mm dia 64 Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete including all taxes, material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-incharge.MS pipe specials above 600mm dia (with minimum 6.3mm thickness sheet) 65 Supply laying and pushing of MS casing pipe of specified thickness approved by concerned department authority by trenchless method adopting any suitable technology below ground at required depth under running traffic condition as per Highway/ Railway standard including carrying out survey work at the job site for determining underground cable trenches like telephone, cable, water & sanitary lines and resistivity test for finding the soil strata using necessary equipments for completion of works, mobilizing of machineries and specialized crew at the job site complete in all respect, including excavation of driven pit and exit pit (up to 3 meter depth) with proper protection at these sites with shoring sheets and ISMB. Providing MS cutting edges for front shield and constructing thrust bed at designated level. Necessary dewatering and providing concrete foundation at the base of the driven pit, PVC/Rubber saddle as per the requirement of Highway/Railway authority, crane for handing of pipe and any other machinery, tools, and tackles required, construction of temporary works as per design, drawing and method as per approved byauthority specification and the direction of the Engineer.Apply corrosion, resistant, protection on inside and outside of casing pipeas per technical specification. 66 300mm Dia 8 mm thick casing pipe with protective coating. 67 400mm Dia 8 mm thick casing pipe with protective coating. 68 500mm Dia 8 mm thick casing pipe with protective coating. 69 700mm Dia 8 mm thick casing pipe with protective coating. 70 Providing, laying and jointing RCC NP4 jacking pipe (with steelpushing collar) with suitable leak proof joints (with using `12mmMDF sheets etc.) with compliance for maintaining slope as perdesign by trenchless method adopting Micro tunnelling method orany suitable mechanical technology below ground at all depth underrunning traffic condition including carrying out survey work at the jobsite for determining underground cable trenches like telephone,power cable, water & sanitary lines and resistivity tests for findingthe soil strata using necessary equipment’s for completion of work,mobilizing of machineries and specialized crew at the job site, etc.complete in all respects, including excavation of drive pit and exit pit(upto 3 metre depth) with proper protection at the three sides,providing and casting of MS cutting edges for front shield andconstructing thrust bed at designed level as directed by theEngineer, necessary de-watering and providing concretefoundations at the base of the Drive pit, crane for handling of pipes,and any other machinery, tool & tackles required, construction oftemporary works as per requirement complete in all respect (alldepths) with all lead and lifts, as per specification and the directionof the Engineer. Note- 1. Manual Pipe jacking is not permitted forworkmen safety reasons. 2. Length of pipe shall be measured inbetween the outer wall of two manholes / Inspection chambers. Pipein the manhole/inspection chamber’s wall shall deemed to beincluded in the item of manhole/inspection chamber shall not bepayable 71 1000mm dia RCC pipe 72 1600mm dia RCC pipe 73 Supply and Pushing of MS casing pipe of specified thickness bytrenchless method adopting micro-tunnelling or any suitablemechanical technology or technology approved by Railway belowground at all depth under running traffic condition as per railwaystandard including carrying out survey work at the job site fordetermining underground cable trenches like telephone, cable, water& sanitary lines and resistivity test for finding the soil strata usingnecessary equipment’s for completion of works, mobilizing of machineries and specialized crew at the job site complete in allrespect, including excavation of driven pit and exit pit (upto 3 metredepth) with proper protection at three sites with shoring sheets andISMBs. Providing MS cutting edges for front shield and Constructingthrust bed at designated level. Necessary de-watering and providingconcrete foundation at the base of the driven pit, PVC/Rubbersaddle as per the requirement of Railway Authority, crane forhanding of pipe and any other machinery, tools, and tacklesrequired, construction of temporary works as per requirement and asper approved by railway authorities, specification and the direction ofthe Engineer. (Protective coating/ lining if done that will be paidextra) Note- 1. Manual Pipe jacking is not permitted for workmensafety reasons. 2. Length of pipe shall be measured in betweenthe outer wall of two manholes / Inspection chambers. Pipe in themanhole/inspection chamber’s wall shall deemed to be included inthe item of manhole/inspection chamber shall not be payable 74 1000 mm dia 14 mm thick casing pipe 75 1600 mm dia 22 mm thick casing pipe 76 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc. 77 In all types of Soils 78 upto 1.5 m 79 Above 1.5 mtr and up to 3.0 mtr. 80 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and stacking serviceable materials for measurements and disposal of unserviceable materials as directed within a lead of 50 Mtr. including required all safety provisions etc.: 81 In Soft Rock 82 upto 1.5 m 83 Above 1.5 mtr and up to 3.0 mtr. 84 In Hard Rock (Blasting Required) 85 upto 1.5 m 86 Above 1.5 mtr and up to 3.0 mtr. 87 In Hard Rock (blasting prohibited) 88 upto 1.5 m 89 Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI Double Acting Kinetic Air Valve with isolating Sluice Valveof approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amendedupto date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float - Stainless Steel AISI 304 / IS: 3444 ,Float Guide- HBT1.HP Orifice-HTB2/ SS,Body seat ring - Leaded tin bronze/ SS .Seal ring and face ring - EPDM/NBR ,Ends flanged according to IS 6418,Fastners - CS, Epoxy paint inside outside of food grade safe for drinking water ,Valves including all mateial, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. 90 Class PN 1.0 91 50 mm dia 92 Providing, lowering, aligning, fixing in position and Jointing in pipe line, DI Body Flanged End Tamper proof Kinetic Air Valve of approved makes of following pressure rating and dia and as per following specifications: Governing standard - AWWA C512/ IS:14845:2000(amended up to date) Body, High pressure cover , Low pressure cover, Cowl and Joint support ring - Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865, FloatLP ball & HP ball : AISI 304 stainless Steel, Seat ring & Gasket - EPDM/NBR ,HP Orifice & HP orifice plug : Bronze/ SS ,Bush: Bronze ,Flanges as per IS/ BS, Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body & cover inside and outside .Fasteners - CS/ Galvanised steel, Outlet of big orifice will have a screen to prevent Tamper of float, with DI metal seated D/F Non rising stem. Sluice Valves as per (IS: 14846 amended upto date) PN 1.6 ratings. Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of connecting tee, pipe piece and earth workClass PN 1.6 93 50 mm dia 94 80 mm dia 95 100 mm dia 96 150 mm dia 97 Construction of RCC pillar for following size of air valves including earthwork excavation,RCC M25 grade for base slab, vertical pillar, including cost of steel reinforcement ,GI (class-B)/MS vertical pipe, form work, proper curing of concrete work complete in all respect as per standard specifications and drawings and as directed by Engineer. 98 Air valve pillarfor airvalves size of 80mmdia 99 Air valve pillarfor airvalves size of 100mmdia 100 Air valve pillarfor airvalves size of 150mmdia 101 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalves straight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - AISI- 410 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsertion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.Manually Operated CI Sluice valve of Class PN-1.0 102 80 mm dia 103 100 mm dia 104 125 mm dia 105 150 mm dia 106 200 mm dia 107 250 mm dia 108 300 mm dia 109 Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirfing to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanisedrubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367(Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.Manually Operated Resilient Seated Sluice Valves of Class PN 1.6 110 80 mm dia 111 100 mm dia 112 125 mm dia 113 150 mm dia 114 200 mm dia 115 250 mm dia 116 300 mm dia 117 350 mm dia 118 400 mm dia 119 500 mm dia 120 600 mm dia 121 700 mm dia 122 900 mm dia 123 1000 mm dia 124 1100 mm dia 125 Providing,lowering,aligning,fixinginpositioninpipelineatworksite,DID/F Resilientseated(softseated)SluiceValves(GateValves),Vacuumtight(bubble tight), straight and pocket less body passage of approved make of following class & diacompleteconfirmingtoBS-EN-1171/AWWAC-509andoffollowing specifications:Body & bonnet ofDuctile castiron ofgrade GGG40/GGG50as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2 1985 and subsequent revisions, Wedge of same material as body & shall vulcanisedrubber lined with EPDM (food grade quality) and seals of NBR Face to facedimensionsasperBS5163-89/IS14846/2000(amendeduptodate)/Din 3202F4,Stem/spindleofSSAISI316/410Electrostaticepoxypowder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thicknessof250micronsinsideandoutside,DrilledasperIS1538.Nut-Bolt confirmingtoIS:1363andIS:1367 (Galvanisedsteel)Insertionrubberofblack EPDM 6mm thick. Suitablesupport structure as per directions of EIC, Sluice valves includingall jointing& jointingmaterial, labour,testingandcommissioningalong withpipelineasperTechnicalSpecificationsandasperdirectionofEngineer-in- charge.Note: Rates are exclusive of tail piece/dismantling joints and earth work.MotorizedSluiceValveswithElectricActuatorandintegralstarter ofClassPN1.6At individual delivery 126 100 mm dia 127 150 mm dia 128 200 mm dia 129 300 mm dia 130 Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) short body pattern type double eccentric Butterfly valves of approved make of following class & dia complete confirming to BS EN 593/ BS 5155/ IS 13095/1991 amendedup to date and of following specifications: Body, disc and end cover of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Face to face dimensions as per DIN 3202 F4/ IS 13095Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on both body and disc inside and outside. Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 304/316 & shaft bearings-bronze/ PTET or Teflon with EPDM/NBR O ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvenised steel) Insersion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work.Class PN 1.6, Manually Operated with Gear 131 350 mm dia 132 400 mm dia 133 450 mm dia 134 600 mm dia 135 700 mm dia 136 800 mm dia 137 900 mm dia 138 1000 mm dia 139 Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) short body pattern type double eccentric Butterfly valves of approved make of following class & dia complete confirming to BS EN 593/ BS 5155/ IS 13095/1991 amendedup to date and of following specifications: Body, disc and end cover of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Face to face dimensions as per DIN 3202 F4/ IS 13095Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on both body and disc inside and outside. Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 304/316 & shaft bearings-bronze/ PTET or Teflon with EPDM/NBR O ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvenised steel) Insersion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 140 Class PN 1.6, Motorised Operated 141 350 mm dia 142 450 mm dia 143 600 mm dia 144 700 mm dia 145 800 mm dia 146 900 mm dia 147 Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) Swing type Non Return Valve of approved make of following Pressure rating & dia complete, generally confirming to IS: 5312 (part -1)/ 2004 (amendedup to date) and of following specifications: Body, Bonnet & disc of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions,Face to face dimensions as per IS 5312 (part -1):2004Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body, cover and disc inside and outside . Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS.Shaft of SS- AISI- 410, Hinge SS AISI 316/410 ,Bonnet Gasket EPDM ,Bush- Brasswith EPDM/NBR O ring seal Nut-Bolt confirming to IS:1363 and IS: 1367 (galvenised steel)Insersion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work.At Individual DeliveryClass PN 1.6 148 100 mm dia 149 150 mm dia 150 200 mm dia 151 300 mm dia 152 350 mm dia 153 450 mm dia 154 600 mm dia 155 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 156 80 mm dia 157 100 mm dia 158 125 mm dia 159 150 mm dia 160 200 mm dia 161 250 mm dia 162 300 mm dia 163 350 mm dia 164 Providing, lowering, laying, aligning, fixing in position and jointing MS dismantling joint (Fabricated Steel)as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. 165 80 mm dia 166 100 mm dia 167 125 mm dia 168 150 mm dia 169 200 mm dia 170 250 mm dia 171 300 mm dia 172 350 mm dia 173 400 mm dia 174 450 mm dia 175 500 mm dia 176 600 mm dia 177 700 mm dia 178 800 mm dia 179 900 mm dia 180 1000 mm dia 181 1100 mm dia 182 Providing, installation, testing and commissioning of following Stain less steel AISI 304 Expansion bellows of 10/16 bar rating with tie rods as per technical specifications and layout drawings including jointing material like nuts, bolts, rubber gaskets etc. complete in all respect as per technical specification and as per direction of Engineer. 183 300 mm dia 184 350 mm dia 185 450 mm dia 186 600 mm dia 187 Construction of RCC Scour valve chamber dry type for different type of valves including earthwork excavation, 100mm PCC M15as leveling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as directed by Engineer-in-Charge.For Class-A loading 188 Scour valve chamber of size1.13m x0.85m x1.95mfor connecting pipe size-upto100mm 189 Scour valve chamber of size1.175m x0.95m x2.25mfor connecting pipe size-more than 100 mm & upto150mm 190 Scour valve chamber of size1.2m x1.08m x2.45mfor connectingpipe size-more than 150 mm & upto200mm 191 Sluice valve chamber of size1.26m x1.185m x1.82mfor pipe size-from 200-to-300mm 192 Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15as leveling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as directed by Engineer-in-Charge.For Class-A loading 193 Sluice valve chamber of size1.13m x0.85m x1.27m for pipe size-upto100mm 194 Sluice valve chamber of size1.17m x0.95m x1.415mfor pipe size-from 125-to-150mm 195 Sluice valve chamber of size1.26m x1.185m x1.82mfor pipe size-from 200-to-300mm 196 Sluice valve chamber of size1.39m x1.43m x2.185mfor pipe size-from 350-to-450mm 197 Sluice valve chamber of size1.61m x1.75m x2.795mfor pipe size-from 500-to-700mm 198 Sluice valve chamber for pipe size-from 700-to-1000mm 199 Dismantling of flexible pavement for pipe line and chambers by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, re-handling of material/earth to complete the tasks per technical specification and scope of work. 200 Bituminous courses 201 Granular courses 202 Dismantling of cement concrete pavement for pipe line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. 203 Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. 204 Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, complete work as per technical specification and scope of work. 205 Plain cement concrete pavementof M-30 Grade 206 Removing& Re-fixing of Bricks Kharanja road by manual means for laying of pipe line, stacking of serviceable & unserviceable material separately, disposal of dismantled material lead up to 50 mtr. The Bricksinterlockingbe laid on average 12 mm thick bed of mud mortar and the joints to be filled with pointing in cement mortar 1:3. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the direction of Engineer in charge. The rates are inclusive of fixing of80 percent reusable Bricks and cost of required newFirst class FPS bricks (min. 10.5 Mpa) in place of damaged bricks, alllead and lift as per Technical Specifications and direction of Engineer in Charge. Note: If existing bricks used more than 80%, than for every 1% above 80% use, deduction of 1% in cost shall be done for every 1% use above 80%. 207 Horizontal aligned Bricks 208 Surge Proctection 209 Cathodic proctection 210 SITC of Bulk Flow Meter with removable mechanism class B confirming to ISO:4064:2005/ IS: 2373 of approved make of following dia sized pipelines and specifications complete: Media : Water (Clear ), Temp. 50 deg., Pr. rating: PN16, Protection type: IP- 68, Body Material : IS-210 Gr. FG-200, Accuracy Class :Class B (±2 % @ Nominal flow rate), Magnetic Drive, Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work. 211 80 mm dia 212 100 mm dia 213 125 mm dia 214 150 mm dia 215 200 mm dia 216 SITCofD/FFullboretypeElectromagneticFlowMeterofapproved makeoffollowingdiaandspecificationscomplete:Media:Water (Raw/ Chlorinated) ,Pressure : up to 1.5MPa, Process temp: - 50 deg C, Flow/Meter Tube : SS 304,Electrode : SS AISI 316L /Hastelloy C276/ Tantalum, Lining Material : Hard Rubber/ Neoprene / Poly-urethane (PU) , Flange : SS / CS, Flange Standard & Rating : ANSI 150, Coil housing : SS AISI 304/ Carbon Steel/ Die Cast Aluminium, with anticorrosive paint & provide completely sealed (leak proof) construction as per requirement ofIEC60529,Accuracy:±0.5%M.V.-velocity0.3to10m/s, Transmitter/signalconvertorEnclosure:DieCastAluminium,Power Supply:80-240VAC-50Hz,Output1:4-20mA,Output2:Pulse, CommunicationOutput:RS485/Heart, DisplayType:LCD/LED Display,CableEntry:M20X1.5,ProvisionofRAM/PROMtostore calibration and configuration parametersand totalizer value during power failure, Protection category- IP 68 for sensor (flow tube) and IP 67 fortransmitter/convertor,includingSurgeArrester,ifrequired,andall materials required for making connection with existing pipeline including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work. (AT INLET PIPE OF CWR) 217 100 mm 218 150 mm 219 200 mm 220 250 mm 221 300 mm 222 400 mm 223 600 mm 224 700 mm 225 800 mm 226 900 mm 227 1000 mm 228 Construction of Flow Meter Chamber 229 Providing, lowering, aligning & fixing in position DI D/F Plunger Type Flow Control Valve of approved make of following Pressure rating & dia complete and of following specifications:Body-Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or EN-JS 1030,Plunger/ Piston - Stainless steel AISI- 304/ Gr 1.4301, Piston Guides- Bronze Welded Overlay / SS Shaft/Crank/Spindle- Stainless steel AISI- 410/ Gr 1.4021Body Seat Ring- Stainless steel AISI- 316/304/ Bronze IS:318- LTB2 ,Seal ( O- ring / Quad ring)- EPDM/ NBR, Bearing Bush - Bronze IS:318- LTB2,Slotted cylinder / Strainer / Diffuser- AISI- 420/ 304,Nut- Bolts - SS, Face to Face- as per ANSI B 16.1/ EN 558-1 and Flange ends should be as per ANSI B-16.5, Class 150 and Class 300/ EN-1092-2.Insertion rubber of black EPDM 6mm thick ,Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied bothinside and outside . Suitablesupport structure as per directions of EIC including jointing & jointing material,labour, testing and commissioning as per Technical Specification & as per direction of Engineer-In- Charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 230 100 mm dia 231 150 mm dia 232 200 mm dia 233 250 mm dia 234 Construction of boundary wall of Brick/ stone masonary as per enclosed GA drawing, scope of work and technical specifications complete work in all respect. Brief details of boundary wall parameter is as below:1. Depth of foundation- 900 mm.2. PCC in M-10, width -900 mm and thickness 100 mm,3. Stone masonary in CM: 1:6 section of foundation above PCC,600 mm (W )x 450 mm (D) and 450 mm (W) x 450 mm (D) 4. Superstructure work: Stone masonary in CM: 1:6, W-300, height-1650 mm,/ Brick work in CM: 1:6 W-230 mm, height- 1650 mm.5. Cement mortar pointing on Stone masonary and cement mortar plaster 20 mm thick on brick masonary in CM 1:6.6. Expansion joint shall be on every 30 mtr.7. On top of wall there shall be CC Coping 75 mm thick (1:2:4) shall be provided.8. Pillar for main gate 350x350 mm in size is part of boundary wall.9. Cement paint of approved colour in 3 coat shall be done. 235 Providing and fixing steel, gate, grating and grills made of angles, tees, square bars, flats or black pipe with hold fast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamal paints. 236 Construction of Village Transfer Chambers Room Type-A 237 Construction of Village Transfer Chambers Room Type-B 238 Providing, Supplying and fixing of D/F DI Pressure Reducing Valve in pipe line including jointing etc. complete as per standard/ technical specification and direction of Engineer-in-Charge 239 100 mm dia 240 150 mm dia 241 200 mm dia 242 Providing and laying in position specified grade ofcement concrete forall RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix 243 Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc. 244 Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. Thermo-mechanically Treated bars (Conforming of relevent IS code) 245 Construction of RCC (Dome type) Clear Water Reservoir of following capacity as per Scope of work and Technical specification, consisting of the following main activities: - 246 a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. .b) Excavation in all types of soil, PCC below foundation & all RCC Work including all labour and material charges including providing and fixing of accessories such as SS ladder, SS manhole frame and covers, water level indicator (float type), SS ventilator with SS screen, float valve, puddle collars, G.I. pipe railing around walk way, Top Dome/Slab, Staircase.c) CWR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall of CWR. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill.d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall.e) Successful hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the roof Slab.g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure. 247 h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from roof slab to bottom Slab, inside container. Providing and fixing water level indicator (Float type).i) Providing and fixing MS ladder from ground to top slab. j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide.k)Providing and fixing of 150mm wide water bar for the construction joints in the container.l) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipes of the reservoir.m) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 248 Rates for RCC Partially Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE2,3 & 4 249 IPS-11 Banda 250 CPS-21 KHODIYAN 251 CPS-20 NEEMARI 252 CPS-24 Heenta 253 CPS-25 KHERODA 254 CPS-23 SANGRAM PURA 255 CPS-27 MANDESAR 256 CPS-28 Ranchorpura 257 CPS-29 WANGRODA 258 CPS-32 MOTI KHERI 259 CPS-33 Basani 260 CPS-39 KUNWARIYA 261 CPS-38 RAJAWAS 262 CPS-35 KURAJ 263 CPS-36 Sadri 264 CPS-41 KELWA 265 CPS-40 TASOL 266 CPS-44 NEAR TUKRAKHURD 267 CPS-46 Sardargarh 268 CPS-49 BHAWARON 269 CPS-52 Dhodiwas 270 CPS-50 BHILWARI 271 Construction of RCC (Flat slab type) Clear Water Reservoir of following capacity as per the Scope of work and Technical specification, consisting of the following main activities: - 272 a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation & all RCC Work including all labour and material charges including providing and fixing of accessories such as SS ladder, SS manhole frame and covers, water level indicator (float type), SS ventilator with SS screen, float valve, puddle collars, G.I. pipe railing around walk way, Top Dome/Slab, Staircase.c) CWR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall of CWR. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill.d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall.e) Successful hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the roof Slab.g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure. 273 h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from roof slab to bottom Slab, inside container. Providing and fixing water level indicator (Float type).i) Providing and fixing MS ladder from ground to top slab. j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide.k) Providing and fixing of 150mm wide water bar for the construction joints in the container.l) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipes of the reservoir.m) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 274 Rates for RCC Partially Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-2,3 & 4 275 CPS-31 BIKARNI 276 CPS-45 VEEDO KI BHAGAL 277 CPS-48 MURDA 278 CPS-47 BADA 279 CPS-53 KUKDA KHATI 280 CPS-42 KANAWARA 281 CPS-51 NARUJI KA GUDA 282 Design & Construction of clear water reservoirs of required capacity at following places, including itspiping, fittings, etc complete in all respect as perthe scope of work & specifications given in the tender document for the following sizes 283 IPS-7 DHARTA 284 IPS-8Mavli 285 IPS-9 Mehanduriyai 286 IPS-10 DUM KHERA 287 CPS-22 Vanai Talai 288 CPS-26 Bhatewar 289 CPS-30 Noorda 290 CPS-34 Railmagra 291 CPS-37 MOHI 292 CPS-43 PUTHOL 293 Construction and commissioning of RCC INTZE type Over Head Service Reservoir of following capacity and staging as per the Scope of work and Technical specifications, consisting of the following main activities: - 294 a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc.c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR.The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil.d) Providing and applying two coats of food grade epoxy paint on the inside surface on the top dome, edge beam and 600 mm height of the vertical wall.e)Conducting successfully hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the top surface of the Top Dome.g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc..h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top dome/Slab to bottom dome/Slab inside container. i) Providing and fixing of MS section ladder from the last landing to balcony having railing all around it and MS ladder with safety cage from balcony to top dome/slab.j) Providing and fixing water level indicator (float type). 295 k) Providing and fixing of hand railing all around the balcony, top dome and staircase consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres.l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide.m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall).n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground.o) Lighting arrestor consisting of providing and fixing of 2 Nos.of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mm.p) CI/DI puddle collar shall be fixed in the bottom dome/ slab for connecting inlet, outlet, overflow and washout pipe of the reservoir.q) Painting the name of the scheme and other details on the reservoir, and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work.r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 296 Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II18 M Staging 297 100 KL, staging Height 18 m (36-Nos.) 298 150 KL, staging Height 18 m (40-Nos.) 299 200 KL, staging Height 18 m (10-Nos.) 300 250 KL, staging Height 18 m (9-Nos.) 301 300 KL, staging Height 18 m (3-Nos.) 302 350 KL, staging Height 18 m (2-Nos.) 303 Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II20 M Staging 304 100 KL, staging Height 20 m (5-Nos.) 305 150 KL, staging Height 20 m (7-Nos.) 306 200 KL, staging Height 20 m (4-Nos.) 307 250 KL, staging Height 20 m (3-Nos.) 308 300 KL, staging Height 20 m (1-Nos.) 309 350 KL, staging Height 20 m (1-Nos.) 310 Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II22 M Staging 311 100 KL, staging Height 22 m (4-Nos.) 312 150 KL, staging Height 22 m (6-Nos.) 313 200 KL, staging Height 22 m (4-Nos.) 314 250 KL, staging Height 22 m (1-Nos.) 315 Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II24 M Staging 316 100 KL, staging Height 24 m (1-Nos.) 317 150 KL, staging Height 24 m (3-Nos.) 318 200 KL, staging Height 24 m (1-Nos.) 319 250 KL, staging Height 24 m (2-Nos.) 320 Construction and commissioning of RCC flat slab Over Head Service Reservoir of following capacity and staging including all material and labour charges as per the Scope of work and Technical Specification, consisting of the following main activities: - 321 a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc.c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR. The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil.d) Providing and applying two coats of food grade epoxy paint on the inside surface roof slab, and 600 mm height of the vertical wall.e) Successfully hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the top surface of the roof slab.g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc.h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top Slab to bottom Slab inside container. i) Providing and fixing of MS section ladder from the last landing to balcony and MS ladder with safety cage from balcony to top slab. 322 j) Providing and fixing water level indicator (float type).k) Providing and fixing of hand railing all around the balcony, roof and staircase, consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres.l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide.m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall).n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground.o) Lighting arrestor consisting of providing and fixing of 2 Nos.of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mmp) CI/DI puddle collar shall be fixed in the bottom/slab for connecting inlet, outlet, overflow and washout pipe of the reservoir.q) Painting the name of the scheme and other details on the reservoir, and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work.r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 323 Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II & STAGING 15 M 324 50 KL, staging Height 15 m (33-Nos.) 325 Construction of RCC Dome type Ground Level Service Reservoir (GLSR) of following capacity as per the Scope of work and Technical specifications, consisting of the followingmain activities: - 326 a)Topographicsurvey,preparationofsitecontourplan,conductingSBCtest andits approvalfromdepartment beforeconstruction.Submissionandapprovalofconcretemix design and water quality test report for water to be used in construction.b) Excavation in all types of soil, PCC below foundation & all RCC Work.c) All the GLSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill.d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall giving.e) Successful hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the roof Slab.g)Providingandapplyingthreecoatsofcement-basedpaintontheremainingexternal surface area of the structure.h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder fromtopbottomSlabinsidecontainer.Providingandfixingwaterlevelindicator(Float type). 327 i) Providing and fixing MS ladder from ground to top slab with safety cage.j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide.k) Providing and fixing of 150mm wide water bar for the construction joints in the container.l)ProvidingandfixingCI/DIpuddlecollarstheverticalwallforconnectinginlet,outlet, overflow and washout pipe of the reservoir.m)Inlet,outlet,overflow,washoutpipesandvalvesarenotincludedinthiswork, provision for the same shall be taken separately. 328 Rates for RCC GROUND LEVEL SERVICE RESERVOIR SEISMIC ZONE-II & III andSBC18T/sqm 329 50 KL capacity (2-Nos.) 330 100 KL capacity (2-Nos.) 331 150 KL capacity (1-Nos.) 332 200 KL capacity (2-Nos.) 333 Construction of Pump house of RCC framed structure with pump pit in RCC walls as per scope of work and technical specification complete work in all respect including electrical works for indoorand outdoor lighting and fans, rain water drainage, sanitary, plumbing, monorail/ EOT crane etc. complete as per direction of Engineer-in-charge. The GA, structure, electrical, sanitary, P&ID, SLD to be prepared by the contractor and submitted to department for approval for earth quake zone II. 334 Pump House with suitable EOT arrangement with Girder 335 Construction of Pump house of RCC framed structure as per approved standard GA, structure, electrical drawing, scope of work and technical specification complete work in all respect including electrical works for indoorand outdoor lighting and fans, rain water drainage, sanitary, plumbing, monorail/ EOT crane etc for Earth quake zone II and SBC equal to or more than 7 T/sqm.Note: Standard drawings can be viewed on website https://pheddms.rajasthan.gov.in/private/public/dms_document.aspx. 336 CPS-22 Vaniya Talai Type III ( 150.6 Sqm) 337 CPS-23 SANGRAMPURA Type II ( 111.34 Sqm) 338 CPS-21 KHODIYAN Type I ( 72.3 Sqm) 339 CPS-20 BNEEMARI Type III ( 150.6 Sqm) 340 CPS-24 HEENTA Type II ( 111.34 Sqm) 341 CPS-25 KHERODA Type II ( 111.34 Sqm) 342 CPS-26 BHATEWAR Type IV ( 212.9 Sqm) 343 CPS-27 MANDESARType II ( 111.34 Sqm) 344 CPS-28 RANCHORPURA Type II ( 111.34 Sqm) 345 CPS - 30 NOORDA Type III ( 150.6 Sqm) 346 CPS-31 BIKARNI Type II ( 111.34 Sqm) 347 CPS-32 MOTI KHERI Type II ( 111.34 Sqm) 348 CPS-33 BASANI KALAN Type II ( 111.34 Sqm) 349 CPS-37 MOHIType V ( 381.5 Sqm) 350 CPS-39 KUNWARIYA Type III ( 150.6 Sqm) 351 CPS-38 RAJAWAS Type III ( 150.6 Sqm) 352 CPS-34 RAILMAGRA Type III ( 150.6 Sqm) 353 CPS-35 KURAJ Type II ( 111.34 Sqm) 354 CPS-36 SADRI Type IV ( 212.9 Sqm) 355 CPS-40 TASOL Type IV ( 212.9 Sqm) 356 CPS-41 KELWA Type IV ( 212.9 Sqm) 357 CPS-43 PUTHOL Type IV ( 212.9 Sqm) 358 CPS-44 NEAR TUKRAKHURD Type IV ( 212.9 Sqm) 359 CPS-45 VEEDO KI BHAGAL Type II ( 111.34 Sqm) 360 CPS-46 SARDARGARH Type V ( 381.5 Sqm) 361 CPS-49 BHAWARON KA WADIYA Type II ( 111.34 Sqm) 362 CPS-48 MURDA Type II ( 111.34 Sqm) 363 CPS-47 BADA Type IV ( 212.9 Sqm) 364 CPS-52 DHODIWAS Type IV ( 212.9 Sqm) 365 CPS-53 KUKDA KHATI Type III ( 150.6 Sqm) 366 CPS-50 BHIL WARI Type III ( 150.6 Sqm) 367 CPS-51 NARUJI KA GUDA Type II ( 111.34 Sqm) 368 IPS-11/CPS BANDA Type V ( 381.5 Sqm) 369 CPS-42 KANAWARA Type I ( 72.3 Sqm) 370 CPS-29 WANGRODA Type II ( 111.34 Sqm) 371 Providing, installation, testing and commissioning of Centrifugal Monoblock pump set conforming to IS 9079 , 2 pole motor operating at synchronised speed of 3000 RPM with requisite MOC impeller, priming funnel, cock, suitable flanges at suction and delivery side. Pump shall have common shaft for pump and motor. Motor shall be suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply. Motor shall be TEFC type and Pump set shall be suitable for working at various discharge and head requirements as per scope of work. Pump shall be erected onC.C. foundation / cross channels / RSJ frame block with suitable foundation bolts grouted in C.C. foundation block etc. complete in all respect as perspecification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD. 372 BDCL-11,13 Route, 9 LPS/55 m head/(1W+1S) of 11 KW 373 BDCL-9,10,12 Route, 14 LPS/66 m head/(1W+1S) of 18.5 KW 374 BDCL-28,29,30 Route, 13 LPS/77 m head/(1W+1S) of 18.5 KW 375 BDCL-35 Route, 7 LPS/31 m head/(1W+1S) of 5.5 KW 376 BDCL-36 Route, 7 LPS/41 m head/(1W+1S) of 7.5 KW 377 BDCL-4 Route, 12 LPS/30 m head/(1W+1S) of 7.5 KW 378 BDCL-6,7 Route, 10 LPS/40 m head/(1W+1S) of 9.3 KW 379 VCL-22 Route, 4 LPS/30 m head/(1W+1S) of 2.2 KW 380 MCL-17 Route, 2 LPS/175 m head/(1W+1S) of 7.5 KW 381 MCL-30 Route, 5 LPS/80 m head/(1W+1S) of 9.3 KW 382 MCL-16,18,19 Route, 13 LPS/50 m head/(1W+1S) of 15 KW 383 MCL-36,37 NCL-38 Route, 8 LPS/60 m head/(1W+1S) of 9.3 KW 384 RACL-39,40 Route, 3 LPS/33 m head/(1W+1S) of 2.2 KW 385 RACL-29 Route, 6 LPS/51 m head/(1W+1S) of 7.5 KW 386 CPS-21C Route, 18 LPS/40 m head/(1W+1S) of 15 KW 387 RACL-37 Route, 5 LPS/12 m head/(1W+1S) of 2.2 KW 388 RACL-37,38 Route, 11 LPS/40 m head/(1W+1S) of 9.3 KW 389 RACL-43,50,52 Route, 8 LPS/45 m head/(1W+1S) of 7.5 KW 390 RACL-34 Route, 6 LPS/28 m head/(1W+1S) of 3.7 KW 391 RACL-33,34,35 Route, 9 LPS/68 m head/(1W+1S) of 15 KW 392 RACL-34A Route, 3 LPS/45 m head/(1W+1S) of 2.2 KW 393 RMCL-33,34,39 Route, 12 LPS/45 m head/(1W+1S) of 11 KW 394 RMCL-35 Route, 12 LPS/30 m head/(1W+1S) of 7.5 KW 395 RMCL-27,28,32,38 Route, 14 LPS/55 m head/(1W+1S) of 15 KW 396 RMCL-21,22,23,24 Route, 14 LPS/52 m head/(1W+1S) of 15 KW 397 RMCL-15,19 Route, 6 LPS/42 m head/(1W+1S) of 5.5 KW 398 RMCL-20,25,26,37,38 Route, 10 LPS/55 m head/(1W+1S) of 11 KW 399 RMCL-16,18 Route, 4 LPS/51 m head/(1W+1S) of 3.7 KW 400 RACL-22 Route, 6 LPS/10 m head/(1W+1S) of 2.2 KW 401 RACL-24 Route, 2 LPS/10 m head/(1W+1S) of 2.2 KW 402 RACL-6,21,23,47 Route, 21 LPS/45 m head/(1W+1S) of 18.5 KW 403 RACL-13,25,26 Route, 19 LPS/45 m head/(1W+1S) of 18.5 KW 404 RACL-5 Route, 10 LPS/55 m head/(1W+1S) of 11 KW 405 RACL-1,2 ACL-16,42 Route, 12 LPS/70 m head/(1W+1S) of 18.5 KW 406 RACL-5A Route, 12 LPS/20 m head/(1W+1S) of 5.5 KW 407 RACL-11 Route, 4 LPS/30 m head/(1W+1S) of 2.2 KW 408 RACL-12,13,45,CWR NEAR TUKRAKHURD Route, 30 LPS/21 m head/(1W+1S) of 15 KW 409 RACL-10 Route, 13 LPS/71 m head/(1W+1S) of 18.5 KW 410 CPS-23D Route, 10 LPS/98 m head/(1W+1S) of 18.5 KW 411 RACL-19A Route, 4 LPS/73 m head/(1W+1S) of 7.5 KW 412 RACL-19 Route, 3 LPS/43 m head/(1W+1S) of 2.2 KW 413 RACL-18 20 Route, 12 LPS/62 m head/(1W+1S) of 15 KW 414 RACL-16,17,18 Route, 8 LPS/60 m head/(1W+1S) of 9.3 KW 415 RACL-43 Route, 3 LPS/25 m head/(1W+1S) of 2.2 KW 416 KGCL-13,15 Route, 7 LPS/70 m head/(1W+1S) of 9.3 KW 417 ACL-6,7,9,20 Route, 11 LPS/76 m head/(1W+1S) of 18.5 KW 418 CPS-24A Route, 20 LPS/42 m head/(1W+1S) of 18.5 KW 419 ACL-30,31,32 Route, 7 LPS/50 m head/(1W+1S) of 7.5 KW 420 CPS-24B Route, 7 LPS/53 m head/(1W+1S) of 7.5 KW 421 ACL-27,28 Route, 4 LPS/45 m head/(1W+1S) of 3.7 KW 422 ACL-4,5 Route, 5 LPS/62 m head/(1W+1S) of 7.5 KW 423 ACL-36 Route, 1 LPS/20 m head/(1W+1S) of 2.2 KW 424 ACL-35,37 Route, 6 LPS/41 m head/(1W+1S) of 5.5 KW 425 ACL-29 Route, 2 LPS/25 m head/(1W+1S) of 2.2 KW 426 ACL-33,38 Route, 5 LPS/44 m head/(1W+1S) of 5.5 KW 427 ACL-34 Route, 2 LPS/20 m head/(1W+1S) of 2.2 KW 428 ACL-26 Route, 3 LPS/42 m head/(1W+1S) of 2.2 KW 429 KGCL-05 Route, 5 LPS/42 m head/(1W+1S) of 3.7 KW 430 CPS-53 Route, 9 LPS/52 m head/(1W+1S) of 9.3 KW 431 KGCL-11,12 Route, 9 LPS/81 m head/(1W+1S) of 15 KW 432 KGCL-04 Route, 2 LPS/25 m head/(1W+1S) of 2.2 KW 433 KGCL-07 Route, 2 LPS/51 m head/(1W+1S) of 2.2 KW 434 KGCL-1,2,3 Route, 6 LPS/57 m head/(1W+1S) of 7.5 KW 435 ACL-41 Route, 2 LPS/25 m head/(1W+1S) of 2.2 KW 436 ACL-10,11 Route, 3 LPS/75 m head/(1W+1S) of 5.5 KW 437 ACL-13 Route, 3 LPS/35 m head/(1W+1S) of 2.2 KW 438 ACL-8,12 Route, 6 LPS/125 m head/(1W+1S) of 15 KW 439 MCL-4,42 Route, 9 LPS/40 m head/(1W+1S) of 7.5 KW 440 MCL-1,2,3 Route, 3 LPS/61 m head/(1W+1S) of 3.7 KW 441 RMCL-09 Route, 8 LPS/35 m head/(1W+1S) of 7.5 KW 442 ACL-08 Route, 5 LPS/50 m head/(1W+1S) of 5.5 KW 443 ACL-06,15,17 Route, 10 LPS/67 m head/(1W+1S) of 15 KW 444 ACL-19,21 Route, 7 LPS/65 m head/(1W+1S) of 9.3 KW 445 ACL-22,23,24,25,39,43 Route, 10 LPS/42 m head/(1W+1S) of 9.3 KW 446 MCL-11 Route, 4 LPS/30 m head/(1W+1S) of 2.2 KW 447 Providing and fixingat site with necessary packing,Horizontal Centrifugal Split Casting pumps with 4 poleinduction motor operating at synchronised speed of speed 1500 RPM as per IS 12615: 2011 or amended up to date , CI casing and casing ring, SS 316 impeller, SS 410 Shaft and shaft sleeve, coupling guard, common base plate, foundation bolts, Cement concrete foundation etc. complete with all respect as per the specification and scope of work and direction of Engineer in Charge of following range of duty conditions.Note: Duty condition of required pump shall also be mentioned in BoQ. 448 IPS-07 CPS DHARTA Route, 250 LPS/41 m head/(4W+2S) of 160 KW 449 CPS-20,21,22 BHINDER TOWN Route, 115 LPS/60 m head/(1W+1S) of 110 KW 450 CPS-24,25,26,27 IPS-3 Route, 148 LPS/78 m head/(6W+3S) of 160 KW 451 BDCL-14,22,23,24 Route, 20 LPS/75 m head/(1W+1S) of 30 KW 452 BDCL-17,19,21 Route, 21 LPS/65 m head/(1W+1S) of 30 KW 453 BDCL-31,33,34 Route, 20 LPS/67 m head/(1W+1S) of 30 KW 454 BDCL-25,26,27 Route, 22 LPS/67 m head/(1W+1S) of 30 KW 455 VCL-9,10,11,12 Route, 23 LPS/56 m head/(1W+1S) of 30 KW 456 CPS-27 Route, 32 LPS/40 m head/(1W+1S) of 30 KW 457 VCL-13,14,18,28 Route, 20 LPS/78 m head/(1W+1S) of 30 KW 458 BDCL-5,8 VCL-16,17,19,20 Route, 30 LPS/72 m head/(1W+1S) of 45 KW 459 VCL-23,24,25,26 Route, 28 LPS/75 m head/(1W+1S) of 45 KW 460 VCL-5,6,7,8 Route, 27 LPS/66 m head/(1W+1S) of 37 KW 461 MCL-12,13,14 Route, 25 LPS/50 m head/(1W+1S) of 30 KW 462 MCL-26,28,41CPS-31 Route, 27 LPS/75 m head/(1W+1S) of 45 KW 463 MCL-15,22,24,25,CPS-32 Route, 57 LPS/62 m head/(1W+1S) of 75 KW 464 CPS-21 B Route, 23 LPS/75 m head/(1W+1S) of 37 KW 465 RACL-29,30,31,32 Route, 22 LPS/66 m head/(1W+1S) of 30 KW 466 RMCL-10,11,12,13,14 Route, 22 LPS/60 m head/(1W+1S) of 30 KW 467 RMCL-39,40 CPS-35 Route, 36 LPS/45 m head/(1W+1S) of 30 KW 468 MCL-5,6,7,8,9 Route, 34 LPS/62 m head/(1W+1S) of 45 KW 469 CPS-29,30 Route, 110 LPS/75 m head/(1W+1S) of 125 KW 470 CPS-33 IPS-8 Route, 146 LPS/65 m head/(4W+2S) of 160 KW 471 RMCL-8,5,4,29,30 Route, 22 LPS/75 m head/(1W+1S) of 37 KW 472 Supply erection testing and commissioning of pumps & motors of approved duty conditions as perscope of work and specifications given in the tender document. 473 CPS-40,41,43 Route, 54 LPS/158 m head/(2W+1S) of 160 KW 474 CPS-46 IPS-11, AMET TOWN Route, 64 LPS/136 m head/(2W+1S) of 125 KW 475 BDCL-16,17,35 CWR SANGRAMPURA Route, 34 LPS/112 m head/(1W+1S) of 75 KW 476 BDCL-1,2,3 Route, 17 LPS/67 m head/(1W+1S) of 22 KW 477 VCL-1,2,3,4 Route, 18 LPS/75 m head/(1W+1S) of 30 KW 478 MCL-20,21 Route, 19 LPS/80 m head/(1W+1S) of 30 KW 479 MCL-10,40 NCL-38 Route, 22 LPS/105 m head/(1W+1S) of 45 KW 480 RACL-3,4,7,8 Route, 14 LPS/140 m head/(1W+1S) of 37 KW 481 ACL-1,2,3,44 Route, 15 LPS/85 m head/(1W+1S) of 30 KW 482 KGCL-10,9,8 Route, 16 LPS/116 m head/(1W+1S) of 37 KW 483 ACL-414,40, CPS-51 Route, 16 LPS/101 m head/(1W+1S) of 30 KW 484 RMCL-1,2,3,6,7,17,39 Route, 32 LPS/105 m head/(1W+1S) of 75 KW 485 CPS-50,52 Route, 41 LPS/135 m head/(1W+1S) of 90 KW 486 RACL-09 Route, 7 LPS/170 m head/(1W+1S) of 22 KW 487 MCL-23,27,31,32,33,34 Route, 40 LPS/100 m head/(1W+1S) of 75 KW 488 cps-34,36,37 IPS-10 Route, 241 LPS/100 m head/(2W+1S) of 325 KW 489 Supplying, erecting, testing & commissioning of Electrically Operated Travelling Crane (EOT) .Main girder & End Carriage fabricated from Rolled Steel Section, Gear Box for all motion, Electro Magnetic Friction Disc Type Brakes, all safety limit switches , LT wheels EN 9, Double Flanged 4No, with Sq. Cage motor of adequate rating (KW), duly painted mechanical cleaning and one coat of primer and two coat of synthetic paint and as per the direction of the Engineer. 490 2 MT Capacity (Span 7 M and Lift 6 M) 491 5 MT Capacity (Span 7 M and Lift 6 M) 492 Providing Household Tap Connectionas per technical specification andapproved drawing as per relevant IS code (amended up to date) from HDPE/uPVC/DI/AC/MS/GI pipe line up to consumer meter/premises by using PP mechanical Integrated saddle with inbuilt flow control valve made out of SS316 designed for 5 LPM discharge at 0.5 bar pressure , not exceeding the flow of 7 LPM at 2 bar and a compression elbow, moulded in single piece/ fusion welded (Complete job) including digging out suitable size of pits and trench for laying service line in all kinds of soil; depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance withspecification for potable water including GM Full-way Valve (IS:778 Mark) or wheel valve and specials with 20 mm nominal dia MDPE pipe PE80 PN 16 as per ISO 4427 / 20 mm nominaldia PPR-C (Three layered) pipePN16 SDR 7.4 (IS:15801:2008) (ISI mark) and above ground level using PPR-C pipe with standard PPR fittings/ GI pipes in the premises for fixing a tap / meter box (excluding) ,including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level. 493 For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr. 494 P& F Bib cock (IS : 781 mark), superior quality of approved make , brss 400 gm, 15 mm nominal bore. 495 Road cutting for house hold service connection in minimum trench width whereever road crossing is required. Road cutting of cement concrete,WBM, Black top etc. of all thickness shall be doneby using a concrete cutter machine keeping minimum trench width and restoration of the road with Cement concrete with PCC M-10 and CC M-30 grade as per specification and direction of Engineer in charge. 496 Add extra over item no 1.21 & 1.22 for providing20 mm PE80 PN 16 as per ISO 4427 MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr. 497 Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.5 Mtr, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in lead of 50 mtr. All kinds of soil. 498 Providing and laying in position specified grade of reinforcement cement concrete all RCC structural elements upto plinth levelincluding curing compaction finishing with rendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints excluding the cost of centering shuttering and reinforcement M20 Grade nominal mix (with graded stone aggregate 20 mm nominal size)For Vertical Post 499 Providing and laying in position specified grade of reinforcement cement concrete all RCC Structural elements upto plinth level including curing compaction finishing with rendering in cement sand mortar 1:3 (1 Cement : 3 Coarse Sand) and making good the joints excluding the cost of centering shuttering and reinforcementM20 Grade nominal mix (with graded stone aggregate 20 mm nominal size)Platform 500 Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc. 501 Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. Thermo-mechanically Treated bars (Conforming of relevent IS code) 502 Providing,installation, testing and commisioning of vacuum Feed Gas Chlorinator with all assessories and making connection with existing pipeline required including supply & instalation of trunnion roller support, auxillary container valve, fluxible copper connector, manifold valve, tonner manifold pipes, chlorine Pressure gauge, Isolation valve, gas filter, pressure reducing valve, chlorine gas pipe with fittings, diffuser, lifting beam, load indicator, 25 NB PP diaphragm Valve on injector inlet & outlet, 32 OD uPVC pipe for chlorine solution, 25 NB GI pipe for pump suction & delivery, 25 NB GM gate valve on pump suction & delivery, 25 NB GM Y type stainer on pump suction, 25 NB GM Check valve on pump delivery, pressure gauge with Isolated valve on pump delivery and chlorine booster pump with motor of required capacity complete in all respect as per specification and the direction of the Engineer. 503 3 Kg/hr capacity 504 Supply of Chlorine Tonner as per specifications with rollers complete 3 in all respect as per the direction of Engineer. 505 Construction of Chlorine Shed (5 m x 4 m x 4 m) 506 Construction of Chlorinator Room(5 m x 4 m x 5.5 m) 507 Construction of Tonner Room (4 m x 3 m x 3.5 m) 508 Construction of Quenching Tank 509 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings, this included jointing of pipes & fittings with one step CPVC solvent cement , trenching refilling & testing of joints complete as per direction of Engineer in Charge.(External work).25 mm 510 Cleaning grass and removal of rubbish up to a distance of 50 mtr. out side the periphey of the area cleared 511 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 Mtr. in width as well as 10 Sqm on plan including disposal of excavated earth upto 50 Mtr. and lift upto 1.5 Mtr. disposed soil to be levelled and neatly dressed : All Kind of spoil 512 Supply of dry manure including loading unloading transportation & stacking at site : 513 Goat dungmanure. 514 Supply of different varities of tree/ shrubs/ climbers according to height and age of the plant at site including loading/ unloading & transportation etc. complete : 515 Different varities of Climber 900 mm to 1500 mm 516 Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods watering, rolling each layer with 1/2 tonne roller, or stone or steel rammers androlling every 3rd and top- most layer with power roller of minimum 8-10 tonne capacity and dressing up in embankment for roads, flood banks marginal banks and guide banks or filling up ground depressions, lead up to 50 Mtr. and lift up to 1.5 Mtr.:All kinds of soil 517 upto 1.5 mtrs 518 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sum on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter.All kinds of soils 519 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils 520 Excavation work by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains not exceeding 1.5 mtr. In width or 10 cum of plan including dressing of siees and ramming of bottoms , lfit up to 1.5 mtr. Including taking out the excavated soil surplus excavated soil as directed with in a lead of 50 mtr. including stacking of useful material if available ordinary rock 521 Diluting and injection Chloropyrifos Emulsifiable concentrate 20% with 1% concentration for PRE-CONSTRUCTIONAL Anti termite treatment as per IS 6313 part III as amended from time to time and creating a continuous chemical barrier under and around the column pits, wall trenches, basement excavation, top surface of plinth filling, junction of wall and floor along the external perimeter of building expansion joints, over the top surface of consolidated earth of which aproch is to be laid surrounding of pipes and conduits etc. complete as per specification (Plinth floor area only shall be measured for payment and excluding the cost of chemical emulsion) 522 Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like with pumping set of following H.P. including P.O.L./Power consumption etc. complete. 523 Hire charges of Pumpset of capacity 4000 litres/hour 524 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 525 M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 20mm nominal size). 526 Providing and fixing up to floor five level pre cast cement concrete string or lacing courses, copings, bed plates, anchor blocks, windows sills, shelves, louvers steps, staircases, etc. including carriage, hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand) cost of required centering, shuttering and finishing smooth with 6 mm thick cement plaster 1:3 (1 cement : 3 fine sand) on exposed surface, including all T & P, curing etc. complete:M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 20mm nominal size). 527 Providing and laying in position cement concrete including curing compaction etc . Completein specified grade excluding the cost of centering and shuttering. All work up to plinth level using crusher broken aggregate All work up toplinth level 1:4:8 (1 cement :4 coarse sand : 8 graded stone aggregated 40mm nominal size) 528 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 529 M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 20mm nominal size). 530 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 20mm nominal size). 531 Random rubble stone masonry for foundation and plinth in cement sand mortar above 30 cm thick wall in: cement sand mortar 1:6 (1 cement : 6sand) 532 Providing and laying damp-proof course with cement concrete grade M-150 (1 : 2 : 4) mortar prepared with 1% solution of water-proof compound complete as per specification . 533 75mm thick. 534 Providing and laying in position specified grade of reinforcement cement concrete all RCC structural elements upto plinth levelincluding curing compaction finishing with rendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints excluding the cost of centering shuttering and reinforcementM20 Grade nominal mix (with graded stone aggregate 20mm nominal size) 535 Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift. 536 Centering and shuttering with plywood or steel sheets including structting, propping bracing both ways and removal of formwork for foundation footing, strap beam, raft, bases of coliumns etc. up to plinth level 537 Honey comb brick work half brick thick with bricks of class designation 75 up to third storey in.Cement mortar 1:6 ( 1 cement : 6 coarse sand ) 538 Brick work with mechanised autoclaved flyash lime bricks conforming to IS: 12894 :2002 of class designation 100 in superstructure above plinth level upto floor V level in.Cement mortar 1 : 6 (1 cement : 6 coarse sand) 539 Providing and laying in position specified grade ofcement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcementfor Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.M20 grade Nominal Mix / Design Mix 540 Providing and laying in position specified grade ofcement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcementfor Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc.M20 grade Nominal Mix / Design Mix 541 Providing and fabricating reinforcement for RCC work including straightening, cutting, bending, placing in position in binding (including cost of binding wire ) all complete up to floor three levelCold twisted deformed bars (IS:1786) 542 Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor five level for : 543 Columns, pillars, posts and struts etc. 544 Centering and shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formworks for foundation in basement rafts, footings, straps beams, bases of columns etc. up to plinth level.,Suspended floors, roofs, landings staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blockes sills, chhajjas, lintel, beams etc. 545 Supplying and fixing stone lintels/bed plates of approved quarry rough dressed in cement mortar 1:4 (A) up to 15 cm thick 546 Supplying and fixing in walls machine cut and polished stone shelves, tands, in 1:3 with machine cut edges 547 Kota stone minimum 30mm thick. 548 Brick masonry with F.P.S. bricks of class designation 75 infoundation and plinth with bricks 549 Cement mortar 1 : 6 (1 cement : 6 coarse sand) 550 Brick masonry with F.P.S. bricks of class designation 75 infoundation and plinth with bricks 551 Cement mortar 1 : 6 (1 cement : 6 coarse sand) 552 Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : 553 Cement mortar 1 : 6 (1 cement : 6 coarse sand) 554 Half brick masonry in foundation & plinth using bricks of designation 75 555 Cement mortar 1 : 4 (1 cement : 4 coarse sand) 556 Half brick masonry in Superstructure , above plinth level upto floor Vlevelusing bricks of designation 75 557 Cement mortar 1 : 4 (1 cement : 4 coarse sand) 558 Brick work in partition in super structure upto five storey 7cm. thick (brick on edges) using bricks of class designation 75 in : 559 Cement mortar 1 : 4 (1 cement : 4 coarse sand) 560 Supplying and fixing rolling shutters of approved make, made of 80 x 1.25mm. 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 cost of spring hooks, providing and fixing necessary 25.3cm. long wire springs grade No. 2 and M.S. top cover 1.25mm thick for rolling shutters as per design. (Clear openable area to be measured for payment). 561 Providing and fixing in cement sand mortar 1 : 4 single paitam (rebated) stone doors windows and ventilator frames of approved quarry : Size 100 x 75mm. 562 Providing and fixing factory made P.V.C. door frame manufactured by M/s Rajshri of the size 50x47mm with a wall thickness of5mm, made out of extruded 5mm PVC foam sheet mitred at two corners and jointed with 2 Nos. of 150mm long brackets of 15x15mm M.S. square tube. The two vertical door profiles are to be reinforced with 19x19mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame shall be fixed to the wall using 65/100 mm long M.S. Screws through the frame by using PVC fasteners. A minimum of 4 nos of screw to be provided for each vertical member and minimum 2 nos for horizontal member etc. complete as per manufactures specification and direction of Engineer in Charge. 563 30mm thick factory made solid both side Pre laminated panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for stiles and 15x15mmtop & bottom rails. M.S .frame shall have a coat of steel primers of approved make and manufacture M.S. frame covered with 5mm thick heat moulded PVC ‘C channel of size 30mm thickness, 70mm width out of which 50mm shall be flat and 20mm shall be tapered in 45 degree angle on either side forming stiles; and 5mm thick, 95mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered on the inner side to form top and bottom rail and 115mm wide PVC sheet out of which 75 mm shall be flat and 20mm shall be tapered on both sides to form lock rail. Top bottom and lock rails shall be provided either side of the panel. 10mm (5mm x 2) thick, 20mm wide cross PVC sheet shall be provided as gap insert for top rail & bottom rail. Panelling of 5mm thick PVC sheet to be fitted in the M.S. frame welded/ sealed to the stiles & rails with 7mm (5mm +2mm) thick x 15mm wide PVC sheet bending on inner side, and joined together with solvent cement adhesive. An additional 5mm thick PVC strip of 20mm width is to be stuck on the interior side of the ‘C Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge, manufacture’s specification & drawing.(For W.C.and bathroom door shutter). 564 Providing and fixing steel glazed doors windows and ventilator shutters of standard rolled steel section (IS 1038-1983) joints mitred and welded with steel lugs 13x3mm, 10cm. long embedded in cement concrete block 15x10x10cm. of 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws with fixing clips or with bolts and nuts as required including providing and fixing of plain glass panes 4mm thick with cooper glazing clips and special metal sash putty of approved make or metal beading with screws complete including priming coat of approval steel primer, excluding the cost of metal beading and other fitting except necessary hinges of pivots steel handles peg stay etc. as required : 565 (A) Window side hung/Ventilators top or centre hung(Openable) 566 Partly fixed and partly openable [ fixed area not to exceed 33%] 567 Supplying and fixing fixed wire gauge of 14 meshx24 gauge to the metalframe of rolled section bymetal beading 20x3mm with suitable screw at not exceeding 150mm distance 568 Providing and fixing square bars or other flat welded to window, ventilator etc. 569 Brick on edge flooring with bricks of class designation 75 including cement slurry& pointing in CM (1 : 3) etc. complete laid on20 mm thick bed of : Cement Sand Mortar 1 : 6 570 Providing and fixing 50mm thick cement concreteflooring with Metallic concrete hardener topping, under layer of 38mm thick cement concrete 1:2:4 (1-cement : 2-coarse sand : 4-graded stone aggregate 20mm thick nominal size) and top layer of 12mm thick metallic concrete hardener consisting of mix 1:2 (1 cement : 2 stone aggregate, 6mm nominal size) by volume & mixed with metallic hardening compound of approved quality @ 2Kg./Sqm including cement slurry, rounding off edges etc. but excluding the cost of nosing of step etc. complete. 571 Cement plaster in skirting and/dado18 mm thick with cement mortar 1:3 (1 cement : 3 course sand) finished with a floating coat of neat cement including rounding of junctions with floor . 572 Plaster on new surface on walls in cement sand mortar 1:4 including rackingofjointsetc. complete fine finish : 573 20mm thick . 574 Colour washing of all shades to give an even shade including all scaffolding : 575 New work (two or more coats) with a base coat of white washing with lime. 576 Steel work in built up tubular trusses including cutting, hoisting ( height upto 10 m)fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete.Hot finished seamless type tubes. 577 Grading roof water proofing treatment with cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) with water proof compound as per manufature specification 578 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2coarse sand : 4 stone aggregate 10mm and down gauge) includingfinishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : 579 Providing&fixingprecastcementconcretecoping1:2:4mix50mmthickcompleteas per specification : 580 Structural steel work riveted or bolted in built up sections, trusses and framed work, including cutting hoisting fixing in position and applying a priming coat of approved steel primer all complete above plinth level upto 4.5 mtr height In flates, tees, angles & Channals 581 Providing and fixing in position collapsible steel shutters with vertical M.S. , Channels 20x10x2mm and bracket with flat iron diagonals 20x5mm, size with top and bottom rail of T-iron 40x40x6mm . with top flat of 50 x 10 mm and bottom flat of 40 x 6 with 40mm dia steel pulleys/ ball bearing complete with bolts, nuts locking arrangements inside and outside stoppers, handles etc. as per specification including applying a priming coat of approved steel primer ( To be measured and paid as per outer dimension). 582 Supply and fixing in cement mortar welded hand railing made out of MS round or square bars, flats etc. for staircase or verandha as per design complete in all respect ( wooden or PVC hand railing to be paid extra) with priming coat of red oxide. 583 Supply and fixing door, window, chowkhats and other frame including antitermite treatment MS flat old faste of size 250x40x3mm mixed with MS bolt 5mm dia 50mm long duly embedded in cement concrete M-15 grade (Klin seesoned and chemically treated Hollock wood Grade-1 584 Providing and fixing external grade board solid core flush door shutter ISI 2202-67 marked using phenol formal dehyderesin in glue both sides with approved steel fitting complete as per annexure A 30 mm thick 585 (A) Commercial Veneer both side 586 B) Decorative teak veneer both side 587 Add extra for RR stone masonary with hard stone in square or Rectangular pillars Up to 45cm length and all sides are free 588 Providing and fixing vertical blinds, made out of non woven polyster fabric 85 to 90 mm wide of approved shade & design with power coated aluminium channel minimum 1x1 system including cording set etc. complete as per specification & directon of engineer in charge 589 Providing and fixingaluminum workfor doors ,windows, ventilators and partition with extruded built up standard tubular / appropriate Z sections and other sections of approved make conforming to IS :733 and IS :1285,fixed with rawl plugs and screws or with fixing clips ,or with expansion hold fasteners including necessary filling up of gap. at junctions , at top ,bottom and sides with required PVC/neoprene felt etc. Aluminium section shall be smooth ,rust free, straight ,mitered and jointed mechanically wherever required including cleat angle Aluminium snap beading for glazing /paneling , C.P. brass/ stainless steel screws Al. Tower bolt & Al. handle & Al. Aldrop etc.,all complete as per architectural drawings and thedirections of Engineer- in – charge .(Glazing and paneling to be paid for separately).Anodised aluminum (anodised transparent 81 dyed to required shade according to IS : 1868. (Minimum anodic coating of grade AC 15, Anodizing to be got done from approved Anodizer) 590 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with PVC/neoprene gasket etc. complete as per the architecyutal drawing and the direction of engineer-in-charge (cowst of aluminum snap beading shall be paid in basic item) with glass panes of 4.0 mm thick (weight not less than 10 kg /sqm) as per IS 2835 591 Providing and fixing expanded grill made of anodised aluminium as per design and drawing having members section of7.5 mm x 6.0 mm and opening of size 102 mm x 99 mm to aluminum window/vent with required screws. Y and H aluminum sec ( as per drawing) at the ends and middle joints respectively complete in all respect as per direction of Engineer-in-charge.Anodised aluminum (anodised transparent 81 dyed to required shade according to IS : 1868. (Minimum anodic coating of grade AC 15, Anodizing to be got done from approved Anodizer) 592 Providing and fixing IS : 3564 marked Aluminium die cast body tubular type universal hydraulic door closer with necessary accessories and screws etc. complete. 593 P&F bright finished mortic lock of approved made Godrej or equilent with pair of CP handles for doors with necessary screws etc. complete (Best make of approved quality) as per direction of Engineer in charge 594 P&F Ist quality vitrified procelain Polished tiles on floor, skirting and steps etc. if different sizes (thickness to be specified by manufacture) with water absortion less than 0.08% and conforming to IS:15622 of approved make in all colour and shade , laid with 20mm thick CM 1:4 including grouting the joints with white cement and matcing pigment etc. complete size 600x600mm 595 Providing and fixing double action hydraulic floor spring of approved brand and manufacture IS : 6315 marked, for doors including cost of cutting floors as required, embedding in floors and cover plates with brass pivot and single piece M.S. With brass cover plate 596 Random rubble stone kharanja under floor 597 Plaster on new surface on wall in cement sand mortar 1:6 including raking of joints etc. complete fine finbished 598 (A) 20mm thick 599 (B) 12mm thick 600 6mm thick cement plaster on ceiling of mix 1:3( 1 cement : 3 fine sand) 601 Providing and applying white cement based puttyover plastered surface to prepare the surface even and smooth complete 602 Providing and fixing 1st quality standard white, grey, ivory, fume red brown, light green, light blue and other light shades glazed tiles confirming to code IS : 15622 of size 200mm x 300mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (excluding the cost of cement plaster on walls and pillar). 603 Providing and fixing Ist quality MAT finished ceremic tiles size 300 x 300 mm confirming to IS: 13755 & IS: 15622 colour such as white, grey, Ivory, fume red brown in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry including nicely finished joints using water proof joint filler powder and finishing with flush pointing in white cement mixed with pigment to match the shade of tile complete (including the cost of cement mortar bed 1:4). 604 Applying priming coat with ready mix pink oir gray primer of approved brand and manufacture on wlld work hard and soft wood 605 Distempering with dry distemper of approved brand and shade (two or more coats) and of required shade on new work, over and including, priming coat of whiting to give an even shade including all scaffolding. 606 Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade : 607 Two or more coats on new work including preparation of base with primer, putty, lippy complete in all respect. 608 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new work 609 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade including all scaffolding : New work(Two or more coats) over and incluiding scrapping and priming coat with cement primer 610 Finishing wall with water proffing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding New work (two or more coat applied @ 3.84 kg/10 sqm) 611 Making of drip course(Tapka) in cement sand mortar 1:6 width up to 40mm and 10mm thick as per approved design 612 Earth work in excavation /by mechanical means(hydraulic excavator)/manual means over areas (exceeding 30 cm in depth 1.5 mtr. In width as well as 10 sum on plan) including disposal of excavated earth lead up to 50 mtr. And lift up to 1.5 mtr. Disposed earth to be levelled and neatly dressed :ordinary rock 613 P&F curtain rods of 1.25mm thick chromim platged brass plate, with two chromim plated brass brackets fixed with C.P. brass screws and wooden plugs etc. whereover necessary complete 20mm 614 P&F indian type white glazed vitreous china ist quality WC orissa pan (IS 2556 Mark) with 100mm vitreous china P or S trap including cutting and making good the wall and floor size 580x440 mm 615 P&F WVC wash basin (Ist quality IS:2556 Mark) of approved make with C.I.Brackets duly painted 1 No. 15mm CP Pillar cock (IS 8934 Mark) and 32mm CP brass waste coupling of approved make, 25mm GI waste pipe complete including cutting and making good the wall size 580mmx450mm 616 P&F Towel Rall or Ring of approved quality/make CP brass Town pail with brackets 600x20mm 617 P&F PVC storage Tank (IS :12701 marked including the BIS license No.) of approved make with cover 25mm dia 1 M long GI over flow pipe and 25 cm. long wash cut pipe with plug & socket, including making connection etc. complete of approved design 618 (A) 1000 Litre capacity 619 (B) 500 Litre capacity 620 P & F Bevelled edge Mirror/mirror with teak wood lipping around of special glass of approved make as per direction of Engineer-in-charge complete with 6mm thick commercial ply base fixed to wooden screws & washers.Size 600 x 450 mm x 4 mm thick 621 P&F GI Pipe (internal work) with GI fitting (IS 1239 Mark) and MS clamps including cutting and making good the walls and floors Exposed on wallsSize 600 x 450 mm x 4 mm thick 622 (A) 15mm dia nominal bore B Class 623 (B) 25mm dia nominal bore B Class 624 P&F GI pipe (External works) with GI fitting (IS 1239 mark) including trenching & refilling earth etc. 625 (A) 15mm dia nominal bore B Class 626 (B) 25mm dia nominal bore B Class 627 Making connection of GI distribution branch with GI main including all fittingup to 25mm dia 628 P & F Bib Cock (IS : 8931 Mark), Superior quality of approved make: 629 (A) CP Brass Bib cock 15mm nominalbore 630 (B) CP Brass Bib cock 15mm nominal bore long body 15mm nominal bore weight not less than 690 gram 631 P&F stop cock (IS 8931 mark) superior quality of approved make Brass 400 gram 15mm nominal bore 632 P&F Ball cock (IS 1703 Mark) with Rod and PVC Ball complete Brass wt. Not less than 300 gm,15mm. 633 P&F full way valve (IS 778 Mark) or wheel valve of approved make 634 (A) Gun metal 15mm nominal bore 635 (B) Gun metal 25mm nominal bore 636 P&F sand cast floor Trap (Nahni) of (IS 1729 mark) of approved quality/make with socket down or hinged grating includinbg good the floor Size 100x100mm 637 P&F Flush Cock/Flush Valve (IS 9758 mark) for wC of approved quality make 638 (A) Brass /Gun metal Half-turn weight 1 kg of approved quality /make 25mm nominal bore 639 Construction of manhole in all type of soil inner size 90 X 60 Cm. 300 mm thick masonry in CM 1:6, 10 Cm. thick cement concrete 1:5:10 in foundation, 20 mm thick inside plaster in CM 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring, making channels, 80mm thick stone slab covering with 40mm thick M-15 grade C.C. flooring, Cement cover with frame of 450mm dia, earthwork etc. complete as per design including disposal of surplus earth within 50 mtr. lead.Depth up to 0.5 m 640 Construction of soakage well in all type of soil with 300mm thick dry masonary top and bottom 300mm course in CM 1:6 , 80mm thick stone slab, jointing of slab in CM 1:3 Ralthal, kharanja 40mm thick M-15 grade C.C.flooring earth work complete as per approved drawing including disposal of earth with in a lead of 50 mtr. Size 240 cm dia outside and 240 cm depth 641 Construction of septic tank in all types of soil with 40 cm thick masonary in CM 1:6,15 cm thick C.C.bed of 1:5:10, M-15 grade C.C.flooring & over stone slab covering, 80mm thick slab jointing of slab in CM 1:3 Ralthal, kharanja, 50mm thick stone partition wall, 20mm thick plaster in CM 1:6 finished with neat floating cement 4 Nosa. CI foot rests of approved design two Nos. 450mm dia each Ferro cement cover with frame. earth work etc. with in a lead of 50 mtr. 642 (A) size 230x110x150 cm (for 20 users) 643 Providing and laying cement concrete 1:5:10 (Stone aggregate 40mm nominal size) up to haunches of S.W.pipes including 150mm thick bed concrete (Width W= Dia of pipe in CM+30 cm) concrete width to be reduced from width W at Centre of pipe to 0 at top of pipe (Excluding cost of pipe) 100mm diameter SW pipe 644 Construction of chamber in all type of soil with 300mm thick masonary in CM 1:6 m 10 cm thick C.C. 1:5:10 in foundation, 20mm thick inside plaster in CM 1:6 finished with floating neat cement 50mm thick M-15 grade C.C.flooring, Ferro work etc. complete as per design including disposal of surplus earth with in a lead of 50 mtr. 645 (A) Inside size 300x300 mm depth up to 0.5 Cement cover with frame. 646 P&F rigid pvc pipe (IS 4985 mark) class II (4 kg/cm2 ) approved quality,make including jointing the pipe with solvent cement rubber ring and lubricant 647 (A) 110mm dia 648 P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant:110mm dia 649 (A) Door bend (Top side) 650 (B) Bend 87.50 651 (C) Vent Cowel 652 P&F 15mm dia connection pipe of approved quality /make 653 (A) PVc Pipe with CP Brass nuts up to length 450mm 654 Supply and fixing GI Union ISI marked in GI Pipe line as required complete in all respect of size 655 (A) 15mm dia nominal bore 656 (B) 25mm dia nominal bore 657 P&F Grating of approved quality/make stainless steel sheet size 125mm dia 658 P&F Ist quality WVC Urinal (IS 2556 mark) with 25mm dia GI waste pipe dome waste coupling connected iron brackets or screws etc. complete Flat Back (small) size 456x355x265 mm 659 P&F MarbleUrinal partition slab both sides polished of approved design cut form marble size 900x600mm Makrana Albeta Marble having light streaks 660 P&F European type white glazed vitreous china Ist quality Double syphonic WC (IS 2556 mark) with P orf S trap including cutting sna making good the wall and floor 661 P & F Low level Flushing Cistern of 10 litres capacith (IS : 2556 mark), of approve make with complete fittings C.I. brackets duly painted, brass ball cock with ball, (IS : 1703 mark) complete including cutting and making good the wall: PVC bend of make commander champion PVC with PVC bend as per IS 7231 662 P &F Kitchen & Lab. Sink of approved make with C.I. bracketsduly painted 40 mm C.P. waste coupling, C.P. Brass chain with rubber plug, 40 mm G.I. waste pipe up-to floor level complete including cutting and making good the wall & floor.WVC Lab sink (IS: 2556 mark) size 530 x 430 x 180mm 663 P&F jet spray for water closet with CP copper tube flange of approved make 664 Wiring of light point/fan point/exhaust fam point bell point with 1.5 sq mm nominal size SR PVC insulated unsheathed 1.1 kv grade fixible copper conductor and 1.5 sq mm nominal size FR PVC isulate copper earth conductor (IS : 694) of approved make double lock/ISI marked single lock pvc casing copping & its assessories 18 SWG MS box wikth earth terminal screwless cage connector for neutral looping in switch vboaed & falce ceiling point 6 A switch 6 A socket ,3.0 mm thick phenolic laminated sheet zinc plated/brass screws, cup washers making connection testing etc. as required 665 (A) Short point (up to 3.0 mtr.) 666 (B) Midium point ( up to 6 mtr.) 667 (C)Long point (up to 10 mtr.) 668 Wiring of 3/5 pin 6 amp. Light plug point as per PWD specification for electrical Works with ISI marked 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade(IS:694) on surface ISI marked ( IS:14927 P - II ) UPVC casing capping & its accessories like coupler, inner, outer, elbow, square box, tee, end cap etc., HotDipped Galvanized Modular box of 18 SWG with earth terminal/ surface moulded UPVC Modular box, 3/5 pin 6 A modular switch, 6A modular socket, Modular face plate with grid plate, screws, , all as per pre approved by Engineer in charge, making connections,testing etc. complete as required. For specification of copper Conductor, Phenolic Laminated sheets & Electrical/ Wiringaccessories refer Chapter E - 04, E - 05 & E -07. For additional technical parameters of products/ work , refer Annexure A attached with this BSR 669 On Board 670 Providing and fixing of non modular power plug point accessories as per PWD specification for electrical Works with 18 SWG G I box of size 175 x 100 x 60 mm with earthing terminal/connector on recessed/surface with suitable size phenolic laminated sheet (IS :2036 - 1995) cover including cost of 16 amp. Switch (IS :3854) and 3/6 pin 16 amp. socket outlet [ as per detailed in respective item inBSR], making connection , testing , etc. as required. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached withthis BSR . 671 Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from 99.99% purity copper, class 5 stranding in acc. to IEC 60228 for lower watt loss , oxygen free ( <10 ppm) for less chances of oxidization and higher silver content for gives better conductivity , insulation PVC type A or C ,flame retardant as per IS 10810-53, better amperage rating as per VDE 0298 part 4, , in existing surface or recessed PVC/ MS conduit/casing cappingincluding all as per pre approved by Engineer in charge,making connections, etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. For additionaltechnical parameters of products/ work , refer Annexure A attached with this BSR . 672 (A) 2x1.5 sq.mm 673 (B) 2x2.5 Sqmm +1x1.5sqmm 674 (C) 2x4.0 sqmm+1x2.5 sqmm 675 Providing & Fixing of ISI marked (IS:2268-1994) ding dong/musical chime bell as per PWD specification for electrical Works, including making connection testing etc. as required. All as per pre approved by Engineer in charge. For additional technical parameters ofproducts/ work , refer Annexure A attached with this BSR 676 Supplying and installation of 32mm dia GI pipe B class Medium class G.I. Pipe confirming to IS : 1239 P - 1 ( 2004 ) with accessories like bend, socket etc. required for installation of hand pump complete in all respect. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR 677 S&Laying following size earth wire/strip in horizontal or vertical run in ground/surface /recess including riveting,soldering,saddles, making connection etc.as required 8 sWG copper wire 678 Providing & Fixing of surface/recessed type 10 mm thick wood board duly antitermite treated, varnished and fixed by using gutties/PVC fasteners of following size as required. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR 679 (A) 250mmx300mm 680 Plate Earthing as per PWD specification for electrical Works as perIS:3043 with copper Earth plate of size 600mm x 600mm x 3.0mm by embodying 3 to 4 mtr. below the ground level with 20 mm dia.G.I. B class watering Pipe ,including all accessories like nut, bolts, reducer, nipple, wire meshed funnel, and Heavy duty weather proof poly-propylene earth pit chamber with lockable Jam free lid suitable for safe working load 5000 Kg or more of size Top Dia. 225 to 260 mm, Bottom Dia 300 to 350 mm. and Height 250 to 300 mm. and embodying the pipe complete with alternate layers salt and coke/ charcoal, testing of earth resistance for value of 5 ohms or less as required & must record by engineer in charge during site visit and ensure to enter in measurment book. All as per pre approved by Engineer in charge. For additional technical parameters of products/work , refer Annexure A attached with this BSR 681 Providing & Fixing of Fluorscent tube rod in existing fixtures as required complete in all respect. All as per pre approved by Engineerin charge. For additional technical parameters of products/ work ,refer Annexure A attached with this BSR 682 (A)36/40 Watts 683 Providing & Fixing of IK07 IP 66 protected LED Street Light Luminaire on existing bracket/pole. Fixture made of powder coated single piece pressure die cast aluminum LM6/ ADC12 material with heat dissipation fins on housing with UV stabilized PC/ToughenedGlass cover (UV stablzation report submitted for UV cover ) and secondary lens on each LED & should be SMD type . The System level Luminaire efficacy >=120 lm/ wt with High Power LEDs is to be used and potted driver must be potted & has a unique BIS R number with Input Voltage AC 120 to 270 V AC with High voltage Cutoff @>=300 V AC and Auto resetting Safety ,Input Frequency50Hz±3% Power Factor >0.95 driver Efficiency >85% ,THD(I) <10% Humidity 10% to 90% RH Working Temp -5C to 45C . drivercurrent <1000mA shown in LM79 report. The luminaire shall be BIScertified and T.C. certified. Life Expectancy Equal or more than50000 burning hrs with Minimum 70% lumen maintened ,colorRendering Index >70 and CCT 5700K +355K. Surge protection shallbe min = 4 KV internal and min 10 KV external. driver should be Phase to phase protection of 440 V for 4 Hrs. Manufactures Word Mark/Name Engraved/Embossing on die cast housing to allow traceability/authenticity. Fixture shall be AS PER IS 10322 Complianced. OEM Must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) Certificate/ report withliable warranty of product/accessories from OEM shall be submitted. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR 684 1x30 Watt E181302 685 Providing & Fixing of Fluorscent tube rod in existing fixtures as required complete in all respect. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR 686 (A) 36/40 Watts 687 (B) Triphosphor coated 28 Watts 688 Supply & drawing Wiring for sub mains as per PWD specification for electrical Works with ISI marked (IS:694) , 1100 Volts grade PVC insulated flat twin core sheathed solid aluminium conductor with 10 SWG G.I. Support wire duly clipped including all as per pre approved by Engineer in charge, making connections, as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. For additional technical parameters of products/work , refer Annexure A attached with this BSR6.0 Sq.mm 689 P & F 18 swg M.S. Recessed fan box, hexagonal/ round of size 130 mm dia, depth 75mm, 12 mm dia rod fan hook with 100 mm length extended on each side . All as per pre approved by Engineer in charge. For additional technical parameters of products/ work ,refer Annexure A attached with this BSR 690 P & F 3.0 mm thick Poly propelene plastic polishedconcealed fan box, squre of size (106x106) mm dia, depth 50 mm , 10 mm dia rod of SS with platinium coated with 55 mm length extended on each side . All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR 691 Providing & Fixing of 240/415 V AC MCB with positive isolation of breaking capacity not less than 10 KA (B/ C tripping characteristic as per type of load and site requirement) 4KV impulse withstand voltage, as per PWD specification for electrical Works with ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting of class 3 as per IEC, minimum phase termination capacity of 35sq.mm. , conductorline load reversibility, label holding facility , IP 20 contact protection and fitted with existing distribution board/sheets, min. operation 20,000 upto 32 A rating and 10,000 upto 63 A, 5000 for 80 A rating including making connections, testing etc. as required. . OEM shall have submit NABL / CPRI / ERDA accrediated lab test reports before execution & All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSRsingle pole MCB 6 A to 32 A rating 692 Providing & Fixing of 240/415 V AC MCB with positive isolation of breaking capacity not less than 10 KA ( D curve tripping characteristic as per site requirement) 4KV impulse withstand voltage, as per PWD specification for electricalWorks with ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting of class 3 as per IEC, minimum phase termination capacity of 35sq.mm. , conductorline load reversibility, label holding facility , IP 20 contact protection and fitted with existing distribution board/sheets, min. operation 20,000 upto 32 A rating and 10,000 upto 63 A, 5000 for 80 A rating including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab test reports before execution & All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSRE060211 693 Providing & Fixing of IK09 recessed/surface mounting heavy duty horizontal type sheet steel not less then 1.2 mm thick Distribution board as per PWD specification for electrical Works ISI marked conforming to IS-13032 & IS-8623 / conforming to IEC 61439-3.Phosphatised/ powder painted complete with suitable rating insulated copper bus bar, shorting link , neutral link, earth link ,connecting wire of suitable rating and din bar,masking sheet,including making internal DB terminations with copper lugs and with detachable gland plate, including making connections, testing etc. as required.OEM shall have submit NABL / CPRI / ERDA accrediatedlab test reports before execution & All as per pre approved by Engineer in charge. For additional technical parameters of products/work , refer Annexure A attached with this 12 way 694 S&F following sizes of ISI marked ( IS:14927 P - II ) UPVC casing capping as per PWD specification for electrical Works along with all accessories like coupler, inner, outer, elbow, square box, tee, end cap etc. on surface with screws, expansion fasteners , All as per pre approved by Engineer in charge, making connections, testing etc. complete as required. For additional technical parameters of products/ work , refer Annexure A attached with this BSR 25mmx12mm 695 Wiring of light point/ fan point/ exhaust fan point/ call bell point as per PWD specification for electrical Works with ISI marked 1.5 sq.mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade (IS:694) and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) in recessed ISI marked MMS ( IS:9537 P - III ) vergin material PVC conduit & its all accessories( J.B. , Bends etc.)round tiles,18 SWG G.I. box with earth terminal, 6 A switch , 3 pin ceiling rose/ Lamp holder / 3 point Connector, 3.0 mm thick ISI marked phenolic laminated sheet (IS : 2036 - 1995), Al. alloy/ cadmium plated iron screws 20 mm cup washers etc. all as per pre approved by Engineer in charge, making connections, testing etc. complete as required. For specification of copper Conductor,Phenolic Laminated sheets & Electrical/ Wiring accessories refer Chapter E - 04, E - 05 & E - 07 . For additional technical parameters of products/ work , refer Annexure A attached with this BSR 696 (A) Short point (up to 3.0 mtr.) 697 (B) Midium point ( up to 6 mtr.) 698 (C) Long point (up to 10.0 mtr.) E020103 699 S&F following sizes (dia.) of ISI marked ( IS:9537 P - II ) rigid steel conduit of apropriate thickness related to its dia as per PWD specification for electrical Works along with accessories in recessed using saddles, clamps, fasteners, pvc bushes, check nuts, screwas etc. as required including cutting the wall and making good the same as required all as per pre approved by Engineer in charge. For additional technical parameters of products/ work , referAnnexure A attached with this BSR 25mm E020402 700 Providing & Fixing of modular type switch/ bell push duly ISI marked (IS :3854) as per PWD specification for electrical Works, made out of unbreakable and fire retardant vergin poly carbonate with brass terminals and captive screws & silver alloy contact tip with IP-20 rating , minimum width of 1 module switch toggle( PUSH PART ) should not less then 20mm, including all as per pre approved by Engineer in charge,making connections, testing etc. as required. Allas per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR 701 (A) 6Aone way switch 702 (B) 6 A two way switch 703 (C) 16 A 6 pin shuttered socket 704 (D) 5 step fan regulator 100 watt 2 Module 705 P&F following size mounting grid plates with cover plates 706 (A) 4 Module 707 (B) 12 Modules 708 Providing & Fixing of extra down rod of 15 mm dia . ERW (Electrical resistance welded ) of 1.6mm nominal thick medium duty steel pipe including cutting, threading, drilling, fixing quarter pin etc as reqd. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR 709 P&F of heavy duty capactor start 900/1400 RPM single phase ISI marked exhaust fan IS :2312 marked in existing opening including making connection testing etc. as required 300mm sweep (900/1400 RPM) 710 Providing & Fixing of ISO certified company made TP&N 415 V AC-23A front handle operated switch disconnector fuse unit, cubical type, with metallic enclosure, as per PWD specification for electrical Works conforming to IS/lEC 60947-3 : 1999 with HBC fuses including making connections with lugs, testing etc as required. Appropriate type test certificate / OEM test report shall be submitted . All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR100/125 A rating 711 SITC of IP 40 3 pole current limiting Moulded case circuit breaker (MCCB) made of flame retardent & heat resistant material having following current rating, short circuit breaking capacity at 440/415 V, 50 Hz; O/L & S/C settings as per PWD specification for electrical Works, conforming to IS/IEC 60947 P -2 :2003 with front face and centralised adjustable, trip free mechanisum, true contact position indicator, line load interchangeability, designed for both horizontal & vertical mounting without any adverse effect on electrical performance, suitable for operation upto 55 degree and without derating upto 40 degree, pollution degree 3, having positive isolation capability, push (test) to trip, trip time less then 10 ms under s/c condition, Breaking capacity Ics = 100% Icu. U imp =8 KV, rated insulation voltage 800 V, provision for UVR , shunt trip , earth fault trip, door interlock, pad lock & rotary handle , including making connections with lugs & spreaders, etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test certificate before execution. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure Aattached with this BSRE090314 712 Providing & Fixing of ISO certified company made bus barchamber housed in sheet metal box as per PWDspecification for electrical Works Confirming to IEC60439/IS-8623 & IEC-60529/IS-2147 made out from 1.6mm thick powder coated CRCA sheet,degree of protectionIP-31, front openable bus bar made out of aluminium orwrought aluminium alloy suitable for 100 amp. Capacity ,bus bar fixed on porcelain/DMC insulators at approvedspacing including making connections etc. as required.Appropriate type test certificate / OEM test report shall besubmitted . All as per pre approved by Engineer in charge.For additional technical parameters of products/ work ,refer Annexure A attached with this BSR450 mm long , 4 strip 713 Wiring of 3/5 pin 6 amp. Light plug point as per PWD specification for electrical Works with ISI marked 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade(IS:694) and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) in recessed ISI marked MMS ( IS:9537 P - III ) vergin material PVCconduit & its all accessories( J.B. , Bends etc.) , round tiles, 18 SWG Hot Dipped Galvanized Modular Box with earth terminal, 6 A modular switch, 3/ 5 pin 6 A modular socket, Modular face plate with grid plate, screws etc,all as per pre approved by Engineer incharge, making connections, testing etc. complete as required. For specification of copper Conductor, Phenolic Laminated sheets & Electrical/ Wiring accessories refer Chapter E - 04, E - 05 & E - 07.For additional technical parameters of products/ work , refer Annexure A attached with this BSRMedium point (up to 6 mtr.) 714 S&F following sizes (dia.) of ISI marked ( IS:9537 P - II ) rigid steel conduit of apropriate thickness related to its dia as per PWD specification for electrical Works along with accessories in recessedusing saddles, clamps, fasteners, pvc bushes, check nuts, screwasetc. as required including cutting the wall and making good the same as required all as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR40 mm 715 Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor ISI marked (IS:694) of 1.1 kV grade and approved make in existing surface or recessed conduit/casing capping including making connections etc. as required. 716 2 x 6.0 sq. mm. + 1 x 2.5 sq. mm. 717 P & F following size hot dip galvanized M.S. box withearthing terminal in recess/ surface suitable for modular accessories as required.10-12 Module 718 P&F TP&N 415 V AC-23A front handle operated switch disconnector fuse unit, cubical type, without metallic enclosure, conforming to IS:13947 P-III in existing panel (With HBC fuses) including making connections with lugs, testing etc as required.63 A rating 719 Supply and fixing of 1.6 mm thick MS 11 kV Danger plates as per IS :2551-1982 & specification of Discom on the existing poles complete in all respectas per PWD / DISCOM specification. All as per preapproved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR 720 Providing & Fixing of ISI marked (IS :3854) 6 amp. flush type non modular switch as per PWD specification for electrical Works, made out from industrial grade Polycarbonate or fire resistant ABS material, minimum width of switch toggle ( PUSH PART ) should not less then 16 mm, brass terminal & captive screws including cutting hole in tile and making connection testing etc. as required. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached withthis BSR 721 PP & F ISI marked (IS :1293) 3 pin 6 amp. flush type socket including cutting hole in tile and making connection testing etc. as required.. 722 P & F of IP20 LED Recessed/ Surface Mounted Round/ sqaure Dimmable Downlight with die Cast aluminum housing & Heat sink for heat dissipation, high purity reflector with external driver having efficiency >85% and in compliance to IEC standards. (supplied togetherwith luminaire) Power consumption of < 15W/ 20W with1100/1400 lumens system lumen efficeancy of 70 lm / Watt output downlights, life time of 50000 Burning Hours with 70% of intial Lumen maintained. CCT 3000° K, 4000° K and 6000° K. Fixture shall be CE compliance.LED Downlight Recessed Mounting 18/20W 723 P & F of IP65 IK10 rated LED bulk head type ligh fixture made from CRCA sheet steel housing suitable for mounting LED tube system (integral driver), Powen consumption of 10-15W , 500-600 lumens system lumen efficiecy 70 lm/ watt output suitable for1x100 W GLS/ 9W CFL bulk head fixtures, life time of 50000 burning hours with 70% initial lumen maintained. CCT 3000° K, 4000° K and 6000° K. Fixture shall be in compliance with CE & KEMA standards.LED BULK head luminaire 9/10 W 724 Provision for Electrical and Sanitary Fittings at consumer rederessal centres 725 Supply and erection of M S swaged tubular pole conforming to IS: 2713-1980 (part I to II) with galvanised base plate in position including excavation of the pit and filling the same with C.C. of M-20 grade (1:1.5:3) from base plate to 50 cm above ground level, with the help of steel frame not less than 40 cm dia up to 114.3mm outerdia and 50 cm beyond 114.3mm outer dia around the pole. Duly finished with cement plaster, earthing terminals, cable entry, GI cable sleeve complete as required. After eraction pole shall bepainted with two coat of red oxide primer and two quote of enamel paint of silver colour as per the direction of Engineer incharge.The pole shall be fabricated by using ISI mark tube for structural purpose of following height & designation. ( See Table P - 02 for specs. ) complete in all respect. All as per pre approved byEngineer in charge. For additional technical parameters of products/work , refer Annexure A attached with this BSR 7.5 mt high 726 Providing & Fixing of IK07 IP 66 protected LED Street Light Luminaire on existing bracket/pole. Fixture made of powder coated single piece pressure die cast aluminum LM6/ ADC12 material with heat dissipation fins on housing with UV stabilized PC/Toughened Glass cover (UV stablzation report submitted for UV cover ) andsecondary lens on each LED & should be SMD type . The System level Luminaire efficacy >=120 lm/ wt with High Power LEDs is to be used and potted driver must be potted & has a unique BIS Rnumber with Input Voltage AC 120 to 270 V AC with High voltage Cutoff @>=300 V AC and Auto resetting Safety ,Input Frequency 50Hz±3% Power Factor >0.95 driver Efficiency >85% ,THD(I) <10% Humidity 10% to 90% RH Working Temp -5C to 45C . driver current <1000mA shown in LM79 report. The luminaire shall be BIS certified and T.C. certified. Life Expectancy Equal or more than 50000 burning hrs with Minimum 70% lumen maintened ,color Rendering Index >70 and CCT 5700K +355K. Surge protection shall be min = 4 KV internal and min 10 KV external. driver should be Phase to phase protection of 440 V for 4 Hrs. Manufactures Word Mark/Name Engraved/Embossing on die cast housing to allow traceability/authenticity. Fixture shall be AS PER IS 10322 Complianced.OEM Must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) Certificate/ report withliable warranty of product/accessories from OEM shall be submitted. All as per pre approved by Engineer in charge. For additionaltechnical parameters of products/ work , refer Annexure Aattached with this BSRLED Street Light fixture 45 Watt 727 Providing and laying XLPE/PVC insulated & PVC sheathed Unarmoured control cables of 1.1 KV grade with copper conductor as per IS 1255 including excavationj of 30 CmX75 Cm size trench 25 Cm thick under layer of sand and Iind class bricks covering4C x 2.5 sq.mm 728 Providing and fixing cow catcher made of R.S. joist angles channels MS rounds including cutting welding and fabrication with priming coat of red oxide (as per design). 729 Construction of Soakage well in all types of soil 300mm thick dry stone masonry, top and bottom 300 mm course in CM 1 : 6, 80 mm thick stone slab, jointing of slab in CM 1 : 3, Ralthal, Kharanja, 40 mm thick M-15 grade C.C. flooring earthwork complete as per approved drawing including disposal of earth within a lead of 50 Mtr. 730 Size 300 cm dia outside & 300 cm depth 731 Construction of Septic Tank in all types of soil with 40 Cm. thick masonry in CM 1 : 6, 15 Cm. thickC.C. bed of 1 : 5 : 10, M-15 grade C.C. flooring & over stone slab covering, 80 mm thick slab, jointing of slab in CM 1 : 3 Ralthal, Kharanja, 50 mm thick stone partition walls, 20 mm thick plaster in CM 1: 6 finished with neat floating cement, 4 Nos C.I. foot rests of approved design, two No. 450 mm dia 25Kg. of each C.I. cover with frame, earth work etc. complete as per approved drawing including disposal of surplus earth within a lead of 50 Mtr. 732 Size 400 x140x150 cm.(for 50 users)with 115 mm thick RCC (M-20) slab with Tor steel reinforcement 10mm ? @15 cm c/c bothways including shuttering complete in all respect. 733 Providing Laying & Jointing glazed S.W. pipes grade A (IS : 651 Marked) of approved make with spun yarn & stiff mixture of cement mortar 1:1 excavation & refilling of earth in all types of soil upto 1.2 m. depth, S.W. fittings, including testing of joints etc. complete. 734 150mm dia 735 Providing and Laying C.C. 1 : 5 :10 (stone aggregate 40 mm nominal size) all around S.W. pipe including 15 cm. thick bed concrete as per Rajasthan PWD specifications : (Width W = Diameter of pipe in Cm + 40 Cm.). (Excluding cost of pipe ) 736 150mm dia 737 Providing and fixing G.I. pipes (External Work) with G.I. fittings (IS : 1239 Mark) including trenching & refilling earth etc. 738 25mm dia nominal bore 739 Providing and fixing Ball Cock (IS : 1703 Mark) with Rod & P.V.C. Ball complete. 740 Brasswt.Not less than 1000 gm 40mm.: 741 Laying of lawns including ploughing leveling breaking of clods manuring and removal of stones etc. (cost of manure or extra good earth to be paid separately )maintenance of lawn foe 30 days or more till the grass forms a thick lawns free from weeds and fit for moving in the duration of planting if lawn die some where the contractor will replant it at his own cost 742 in rows 5 cm apart in either direction 743 SITCofstarratedAluminiumwounddistributionTransformerof followingrating11/0.433KVDelta-StarConnected,VectorGroup Dyn 11,ONAN Cooled & as per BEE star - 1 & BIS approved as per IS2026-1977&lossesasdefinedasper2014(FourthRevision) Level-1 . including standardaccessories like conservator, silica gel breather, radiator, fins, HT cable box & LT cable boxes, temperature rise inwinding/oil 35-40 degree C upto 200 KVA& 40-45 degree C forabove200KVA,ISImarkeddrainvalve,DialtypeTemperature gauge,firstfillingoftransformeroilasperIS:335-1953,Epoxy basedpaint,includingcarryingofpre-commissionTesting& Charging of Transformer complete in all respect . TheTransformershallbesubjectedtoroutinefactorytests(asper IS:2026 and IS:1180) including testing from CTLof discombefore charging of transformer & complete installaion must be certified from ElectricalInspectorateofficeasperIndianElectricityrule,(CTL testingchargesandElectricalInspectionchargesshallbe reimbursedbythedepartmenttothecontractor).Allasperpre approvedbyEngineerin-charge.Foradditionaltechnical parametersofproducts/work,referAnnexureAattachedwith this BSR . 744 100KVA 745 160KVA 746 200KVA 747 250 KVA with Off -LTC (+5% to - 10% @ 2.5%) 748 315 KVA with Off -LTC (+5% to - 10% @ 2.5%) 749 Supply,installation,testing&CommissioningofCopperwound distributionTransformeroffollowingratingand%Impedance, 11/0.433KVDelta-StarConnected,VectorGroupDyn11,ONAN Cooledlosses as per IS 1180 part I 2014 (Fourth Revision) Level-1, withboltlesscoredesignincludingstandardaccessorieslike conservatorwithprismaticoillevelgauge,silicagelbreather,Bucholz relay,pressed steel radiator fins, Radiator Valve(above 800 Kva)SuitablesizeHTcablebox,LTcableboxwithBusbar connection for outgoing cables, Off -LTC (+/- 2.5%, +/- 5% to - 7.5% ),temperature rise of 40 degree C in oil / 45 degree C in winding , drain valve, Air release device,Dial type Oil & Winding Temperature gauge with alarm & trip contacts, first filling of transformer oil as per IS:335-1953,EpoxyprimerandPUbasedpaintasTopcoat, Unidirectionalrollersforratingupto800kva&bi-directionalabove 800Kvarollerswithlockingarrangementetc.asrequired.The Transformershallbesubjectedtoroutinefactorytests(asper IS:2026 and IS:1180) including Temperature rise test inOEMs own lab shall be witnessed by Department engineer Physically.Transformer shall be tested from CTLof discombefore charging of transformer&completeinstallaionmustbecertifiedfromElectrical InspectorateofficeasperIndianElectricityrule,(CTLtesting chargesandElectricalInspectionchargesshallbereimbursedby the department to the contractor)Following tests shall be carried out oneachtransformeratsitebyOEMenginerinpresenceof departmentauthorisedrepresentative:-a)Ratiotestoneach tapping.b)Resistanceofwindingsatprincipalandalltapings.c) Insulation resistance of the winding between HV to earth / HV to LV / LV to earth.d) Vector group test.e) Magnetic Balance test. All as per preapprovedbyEngineerin-charge.Foradditionaltechnical parameters of products/ work, referAnnexure A attached with this BSR . 750 1000 KVA with % Impedance 5.0 751 1250 KVA with % Impedance 5.0 752 1600 KVA with % Impedance 6.25 753 Supply&InstallationofD.P.StructureWithAIRBREAKSWITCH having following specifications A, B, C, D, E. All as per pre approved byEngineerin-charge.Foradditionaltechnicalparametersof products/ work, refer Annexure A attached with this BSR .A)Doublepolestructureon2noISMB(Ibeam)of size150x75 mm, 10 mtrlengthusing7noMSchanneleachofsize100mmx 50mmx2500mmcompleteinallrespectwithnuts,springs washers, clamps as required. B)Offloadtypegangoperated3-poleverticalflutetypeswitch suitablefor11KV;400A,3-ø,centralpostrotatingdoublebreak isolator complete with MS hardware , copper moving & fixed contact ,assemblyof9nospininsulator,GIpipeofsuitablelengthfor operation. C) 3nos Vertical / Horizontal mounted 11kv horn gap fuse set /drop out 11kv barrel fuses mounted on 6no pin insulators D)3piecenonlinearresistortype.lightingarrestorofapproved makesuitablefor3wire,11kvOverheadlinewith ratedvoltageof 9kv rms & nominal discharge current rating of 5 ka & complete with galvanizedclampingarrangementGIbolts,nuts,washeretcas required. E)3no11kvACSRconductorsmountedonpintypeinsularorsas required.6.GENERAL:Thegoshallbeoperatedbyhandoperated liver properly earthed with provision for locking mounted at 3’ 754 SITCofHTmeteringcubicalpanelasapprovedByDISCOMs fabricatedout of18SWG CRCAsheet steelintwocompartment& MSangleofsize60mmX6mmhavingprovisionforFollowing: (i)ProvisionforfixingTrivector/Import-ExportMeter(Tobe supplied by DISCOMs) (ii)Provision for fixing of combined CT PT Set withCopperstripforConnection(TobesuppliedbyDISCOMs), (iii)Test terminal Block, (iv) 6mm thick Bakelite sheet on all sides, (V) 3/6 corex 1.5 / 2.5 Sq.mm copper cable for interconnections,etc. as required.AllasperpreapprovedbyEngineerin-charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 755 SITCof11kV630Amps21KAfor3Sec.SF6insulated,outdoor duty (IP54) , Extensible / Non extensible typeRing main unit (RMU)manually operated in combination ofVCB modules andLoad Break switchconsistingofCopperbusbarinSF6insulated304(Non-FerriteNon-MagneticGrade)stainlesssteelenclosureofthickness 2.5mmwithmanometer.TheHVswitchgearandcontrolgear shouldbeconfirmingtoIEC-62271-100,IEC-62271-200-2003& IEC-60694-1996.TheRMUshouldbeinternalarctestedfor21KA for1SecondwithIAC-AFLclassificationforgastank.Vacum Interrupter of VCB should be RMU Manufacturer’s own make.Each feederofRMUshouldhavevoltagepresenceindicator..and compringoffollowings:-1no.microprocessorbasedSelfpowered numericalrelaywithoverCurrent/earthfault&shortcircuit protection with each VCB feeder. - 3 Nos. Protection CT shall be of Burden2.5VA,ratio50/1A,ClassofAccuracyclass5P10forO/C and E/F protection for each VCB.- 1 No. Manometer for each tank,- 1nos.FaultPassageindicator,-Rightanglebootsforallthefeeder ModulesAllthetypetestcertificatesasperIECfromThirdpartyNABL / CPRI / ERDA accrediated lab to be submitted. (Cost of RCC Foundation/SteelStructuretobepaidExtra)Allasperpre approvedbyEngineerin-charge.Foradditionaltechnical parametersofproducts/work,referAnnexureAattachedwith this BSR 756 Extensible 2 way RMU with 1 no. VCB & 1 No. Load Break Switch 757 Providing & Laying XLPE insulated three core ArmouredAluminiumcable for working voltage 11 K.V.(E) confirming IS :7098 P - 2withH4-GradeelectrolyticaluminiumconductorconfirmingtoIS:8130 class-2ofpurity>99.6%,InsulationScreening:Extruded SemiconductingCompoundfollowedbyhelicallywrappedCopper Tape,round/flatstriparmouringofcables,Inner/outersheath PVCtypeST-2confirmingtoIS:5831inexistingRCC/Hume/ Stoneware / PVC pipe/ open duct/cable trench / Cable tray includingtesting etc. as required of following size. OEM must have its own in houseNABLaccrediatedLaboratoryfortestingprocedureasper IS:10810AllasperpreapprovedbyEngineerin-charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 758 3 core 95.0 Sq.mm 759 Providing&makingheatshrinkabletypeindoor/outdoor/straight through terminations/ joint kitsuitable for11 KV / 33 KV (Earthed) cable with required components, prepration of cable ends. Type test reportshouldbeasperIS13573:2011whichcoveredallsequence fortable2forterminationkitandtable3forstreightthroughjoint inclusive thermal & dynamic short circuittest, humiditytest, soil fog test.CrosslinkingshallbedoneoutsidefactorywithE-beam/ peroxidetechnology.ExtrusionprocessshallbeinhouseOEM withinsamevicinity.includingtestingetc.asrequiredoffollowing sizes. All as per pre approved by Engineer in-charge. For additional technicalparametersofproducts/work,referAnnexureA attached with this BSR . 760 3 core 50/70/95 Sq.mm 761 3 core 50/70/95 Sq.mm 762 PlateEarthlingasperIS:3043withcopperEarthplateofsize 600mmx600mmx3.0mmbyembodying3to4mtr.Belowthe ground level with 25 mm dia. G.I. ‘B’ class watering Pipe including all accessories like nut, bolts, reducer, nipple, wire meshed funnel, and C.C.finishedchambercoveredwithhingedtypewithlocking arrangementC.I.Cover,C.IFrameofsize300mmx300mm completewithalternatelayersofsaltandcoke/charcoal,testingof earth resistance as required. 763 Pipe Ear thing as per IS: 3043 with perforated 3.0 Mtr. Long, 40 mm dia.‘B’classG.I.Pipeincludingallaccessorieslikenut,bolts, reducer,nipple,wiremeshedfunnel,andC.C.finishedchamber coveredwithhingedtypewithlockingarrangementC.I.Cover,C.I. Frame of size 300mm x 300 mm and embodying the pipe complete withalternatelayerssaltandcoke/charcoal,testingofearth resistance as required. 764 S & Laying following size ‘B’ Class G.I.Pipe confirming to IS: 1239 P-1 (1990) with accessories for laying earth conductor/ strip/ cable in ground/ surface/ recess as required. 765 50 mm dia. 766 Supply&Layingfollowingsizeearthstripinhorizontalorvertical runinsurfacebymeansofEarthstripDMCInsulatorincluding riveting/soldering/welding,Jointingshallbedonebyoverlapping andwith2setofBrass(forCustrip)/GI(forGIStrip)nutbolt& springwasherspacedat50cmmakingconnectionetc.as required.AllasperpreapprovedbyEngineerin-charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 767 50mm x 6mm copper strip 768 25mm x 6mm G.I. ( Hot Dipped) Strip 769 32mm x6mm G.I. ( Hot Dipped) Strip 770 50mm x 6mm G.I. ( Hot Dipped) Strip 771 Supply,Fabricating&installingfollowingsizesofperforatedHot dippedGalvanizedironcabletray(Galvanizedthicknessnotless then 50 microns) with perforation not more then 17.5% in convenient sectionincludinghorizontalandverticalbends,reducerstees,cross membersandotheraccessoriesasrequiredanddulysuspended fromtheceilingwithGIsuspendersincludingGIbolts&nuts, fastners,supportsetc.asrequired.Allasperpreapprovedby Engineer in-charge. For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 772 100mm x 50mm x 1.6mm 773 150mm x 50mm x 1.6mm 774 300mm x 50mm x 1.6mm 775 SupplyinganddrawingPVCinsulated&sheathedsolid/stranded copperconductormulticorecontrolcableISImarked(IS:1554)of 1.1kVgradeofapprovedmakeasperchapterE11,inexisting surfaceorrecessedconduit/casingcappingincludingmaking connections etc. as required. 776 4 core, 1.5 sq. mm. armoured 777 8 core, 1.5 sq. mm. armoured 778 8 core, 2.5 sq. mm. armoured 779 Providing&LayingP.V.C./XLPEinsulated&P.V.C.sheathed ArrmouredAluminiumcable confirming to IS:1554 P-I / IS :7098 P - Iof1.1KVwithH4-Gradeelectrolyticaluminiumconductor confirming to IS 8130 of purity >99.6 %, round / flat strip armouring of cables, Inner / outer sheath confirming to IS:5831in existing RCC /Hume/Stoneware/PVCpipe/openduct/cabletrench/Cable tray(withcabletie)includingtestingetc.asrequiredoffollowing size.OEMmusthaveitsowninhouseNABLaccrediated LaboratoryfortestingprocedureasperIS:10810.Foradditional technicalparametersofproduct/workreferAnnexureAattached with this BSR 780 400 SQMM,3.5 CORE 781 300 SQMM,3.5 CORE 782 120 SQMM,3.5 CORE 783 70 SQMM,3.5 CORE 784 240 SQMM, 3 CORE 785 185 SQMM, 3 CORE 786 150 SQMM, 3 CORE 787 95 SQMM, 3 CORE 788 50 SQMM, 3 CORE 789 35 SQMM, 3 CORE 790 25 SQMM, 3 CORE 791 16 SQMM, 3 CORE 792 10 SQMM, 3 CORE 793 4.0 SQMM, 3 CORE 794 SITC of IP-42 and general construction confirming to IS:8623 : 1993, wall/freestandingfloormounteddustandverminproof compartmentalisedcubicalpanelasspecificationsandOther parameters requiredas per point (a) ,(b), (c),(d, (e), (f), (g), (h) as below:-(a)ThicknessofCRCAsheetshallbe2.0mm,cablealley compartmentshavingconcealedhingedtypedoorswithkeytype lock with / withoutdetachable extension type structure. Removable 3mm.thicksheetsteelglandplateswithappropriatesizeof knockouts for cables shall be provided(b)completepanelshallundergoaprocessofdegreasing,Water rinsing, Activation, derusting,pickling in acid bath, phosphatising & shall be subjected to nine tank process and then Powder coated with approved shade of minimum 70 microns on both side of panel.The panelhavingPEfoam/Neoprenerubbergasketofnotlessthan 3mm thickness ,required hardware , concealed hinged door with key type locking arrangement for equipment/switchgear earthed with 2.5 sq.mm braided copper wire.[c) nterconnectionbetweenbusbarandswitchgears/cableshall be rigidly supported and made out by flexible copper wires (up to 63 amp ) and by solid bus bar(>63 amp ) . control wiring will be carried outwith1.5Sq.mm,Earthwirewith2.5Sq.mmandCTwith2.5 sq.mmflexiblecopperwireonly.Alljoints/interconnectionsof copper bus bar shall be dully tinned . Clearance between main bus barandrisers/metalpartsshallbeatleast10mmadditionalto widthofbusbarBusbarisinsulatedbyHeatShrinkablesleeves. Earth and Neutral bus bar shall be half of the size of phase bus bar. (CostofBusbar/FlexiblewireforInterconnectionbetweenMain connections) with wires neatly trucked along the back of the panels, adequately supported to prevent sagging.(f)FloormountedpanelshallbemountedonBaseframeofISMCchannel size 100 x 50 x 5 mm( to be paid Extra )(g) Tests: The insulation resistance (with 1000 V Megger) and High voltage Power frequency test (by applying a voltage of 2.5KV for one minute)shallbemeasuredbetweenphases,betweenphaseand neutralandbetweenphaseandearth.bothbeforeandafterhigh voltage power frequency test. The insulation resistance shall not be less than three megaohm. CT Secondary current injection test shall also be carried out. (h) only outer surface area on all sides shall be measured & panel to befabricatedonlyfromCPRIapprovedfabricatoronly(CPRITest certificates to be submitted)All as per preapproved byEngineerin-charge. For additional technical parameters of products/ work, refer Annexure A attached with this BSR .busbar and Switchgearis to be Paid Extra ) (d)WiringbetweencomponentswithinswitchgearandIncoming/ outgoing cableshall be done through the terminal block only. Direct connection shall not be permitted.Each terminal block shall be one piece moulded, barrier type, 650 volt grade, complete with washers, heads,studswithtwonutsandidentificationstripsandshallhave adequate continuous current rating. For tap-offs, adjacent terminals withshortingstripsshallbeused.10%Spareterminalblocksshall be provided. Wire identification on marking strip shall correspond to thedesignationofthewiringdiagrams.Allwireterminalsonthe equipmentshallalsobemarkedwithdesignationcorrespondingto those of the wiring diagram. (e)Allwiringshallbeenclosedinplasticchannelsandneatly bunched and closed in metering chamber, Wiring between terminals of various devices shall be ‘point to point’ (no wire splitting or tee 795 SupplyingandfixingofAluminium(IEC60105ISO209-1,2)/ Copper (IEC 60028) bus bar by means of SMC / DMC type insulatorwithstandardshortcircuitwithstandcapacity,hightensilenuts and bolts spring washers in existing panel including bending , cutting inrequiredshapeandsizeandcolourcodingwithheatshrinkable PVCsleeves.AllasperpreapprovedbyEngineerin-charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 796 Electrolytic grade Aluminium bus bar 6010 grade 797 Providing & Fixing of IS: 13875 & IEC :61326 confirming LED Digital type(up to 500) V range Volt meter / Direct- Ammeter /CT oertated ammeter/Frequencymeter/KWHmeter/MultiFunctionMeter/ Power analyzer of class 1 accuracyas per IS : 1248 of size 96mm x 96mmincludingmakingconnectionbyPVCinsulatedcopper conductorwithPVCsleeves/channeletc.asrequired.Allasper preapprovedbyEngineerin-charge.Foradditionaltechnical parametersofproducts/work,referAnnexureAattachedwith this BSR . 798 Three phase with universal Auxiliary supply + AMP + HZ + PF + KW +KVA+KVAR+KVARH+KWH+DUALENERGY+ ENERGY+THD-I, THD-V & RUN HRS + MD with RS485 799 ThreephaseAMP+HZ+PF+KW+KVA+KVAR+T.ENERGY+THD-I, THD-V & RUN HRS 800 Providing&FixingofBISapprovedCurrentTransformerasper PWD specification for electrical Works ,ISI marked as perIS 2705-1992/conformingtoIEC60044-1,withsecondaryterminalofCT shallbebroughtoutsuitabletoaterminalblockwhichshallbe easieraccessiblefortestingandterminalconnection,withall necessarysupportinexistingpanelincludingconnectionetc.as requiredCurrenttransformerRingTypeTapeWound/ResinCast Wound as per IS 16227 with, Accuracy Cl, CT ratio and burden as specified.ISF<=5,Cucrosssectionofsecondarywire1.5sqmm (minimum),includingallnecessarysupportinexistingpanel includingconnectionetc.asrequired.Allasperpreapprovedby Engineerin-charge.AllasperpreapprovedbyEngineerin-charge. Foradditionaltechnicalparametersofproducts/work,refer Annexure A attached with this BSR . 801 C T Class 1, Ratio 200/5 to 300/5, Burden 10 VA 802 C T Class 1, Ratio 400/5 to 1200/5, Burden 15 VA 803 C T Class 1, Ratio 1600/5 to 3000/5, Burden 15 VA 804 Providing & Fixing ofCam operated rotary (Auto/manual) switches onexistingpanelwith2wayandoffpositionusinghighgrade engineeringmaterialtointernationalstandardswithcamassemblyinsulationofglassfilledpolyamidewithhightrackingindex.For reliable and stable electrical and mechanical endurance double butt contactswithsilverbi-metaloncoppershouldprovidedcontact assemblyis of operating temp range-25 degree C to55 degree C, frequency upto 10 KHz. switch life under std. op. conditions shall be mechanicallyminimum50000operations@300cycles/hourand electrically10,000operationsat100%rateddutyfor100cycles/ hourincludingmakingconnectionetc.asrequired.Allasperpre approved by Engineer in-charge. For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 805 10 AMP 806 16AMP 807 Providing & Fixing of110/220 V, unibody LED Indicatinglamp IEC 60947withintegralcircuit,IP65abovepanel&IP20terminal block,Approx.bodydiaforpanelnot lessthen20mm,lengthmin. 50mm, front LED cover dia min.29 mm, contact material phospher bronze for Led, PCB contacts shall be ofbrass (tin plated), impulsedielectric tested for 2.5 KV, Rated insulation resistance shall be 100 M ohm at 500VDCincluding connection etc. as required.All as per preapprovedbyEngineerin-charge.Foradditionaltechnical parametersofproducts/work,referAnnexureAattachedwith this BSR . 808 Red/yellow/Blue 809 Red/Gree/ white Colour 810 Red/Gree/ white Colour 811 Red/Green 812 Providing&FixingofflushheadpushbuttonactuatorsIEC60947withintegralcircuit,IP65abovepanel&IP20terminalblock, Approx. body dia for panel not less then 20 mm, length min. 50mm, front LED cover dia min.29 mm, contact material phospher bronze forLed,PCBcontactsshallbeofbrass(tinplated),impulsedielectrictestedfor2.5KV,includingconnectionetc.asrequired.AllasperpreapprovedbyEngineerin-charge.Foradditional technicalparametersofproducts/work,referAnnexureA attached with this BSR 813 Non luminous type 814 Providing & Fixing of Electricalinsulating rubber matts as per PWD specification for electrical Works, ISI marked confirming to IS: 15652 /2006 withonesideantiskidabberationmarksandpastingthe matwithsyntheticrubberadhesiveasrequired.Allasperpre approved by Engineer in-charge. For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 815 11 KV,Class B 2.5 mm thick with proof voltage 22 KV AC (rms) and Break Down Voltage45 KV AC (rms) 816 SITCof3/4polecurrentlimitingMouldedcasecircuitbreaker (MCCB)madeofflameretardent&heatresistantmaterialhaving followingcurrentrating,shortcircuitbreakingcapacityat440/415 V,50Hz;O/L&S/Csettings,conformingtoIS/IEC60947P-2 :2003withfrontfaceandcentralisedadjustable,tripfree mechanisum,truecontactpositionindicator,lineload interchangeability, designed for both horizontal&vertical mounting withoutanyadverseeffectonelectricalperformance,suitablefor operationupto55degreeandwithoutderatingupto40degree,pollution degree 3, having positive isolation capability, push(test) totrip,triptimelessthen10msunders/ccondition,Breaking capacity Ics = 100% ICU. U imp =8 KV, rated insulation voltage690 V.provision for UVR , shunt trip , earth fault trip, door interlock, pad lock&rotaryhandle,includingmakingconnectionsetc.as required.OEM shall have submitNABL / CPRI / ERDA accrediated lab type test certificate before execution All as per pre approved by Engineer in-charge. For additional technical parameters of product / work refer Annexure A attached with this BSR 817 250 Amp , 35 kA, adjustable O/L & adjustable S/C setting, 818 400 Amp , 35 kA, adjustable O/L & adjustable S/C setting, 819 630 Amp , 35 kA, adjustable O/L & adjustable S/C setting, 820 Extended Rotary Handle 821 Mechanical Interlocking kit 822 Auxiliary + Trip alarm contact 823 Spreaders for 250A, 4 Pole MCCB 824 Spreaders for 400A, 4 Pole MCCB 825 Spreaders for 630A, 4 Pole MCCB 826 SITCofDrawouttype3/4poledoorinterlockAirCircuitBreaker (ACB)asconformingtoIS/IEC60947P-2:2003inexistingLT panel suitable for LT installation 440 V, 50 Hz and having adjustable overloadshort-circuit,Instantaneous,earthfault(LSIG)withseparateLEDindicationforeachtypeoffaultshallconfirmtoEMI/ EMC test, LCD/LED display, last 10 trip history, provisionofZSI, Communication, Power metering module, Thermal memory , trip free mechanisum,suitableforambient50degreeandutilization catagaryB.Inbuiltelectrical&mechanicalantipumpingfeature, 100% rated neutral . ACB shall have separate indication for service, test, isolation & maintenance position, Breaking capacity Icu = Ics = Icw(1sec),Uimp-12KV,breaktimenotmorethen25ms. Provisionforelectrical&mechanicalinterlockbetweenACBs, Min.electricaloperation10000upto2000Aratingand5,000for 2500Ato4000A.includingmakingconnections,testingetc.as required. OEM shall have submitNABL / CPRI / ERDA accrediatedlab type test certificate before execution. All as per pre approved by Engineerin-charge.Foradditionaltechnicalparametersofproduct/ work refer Annexure A attached with this BSR 827 1600 A Rating ,50 kA 828 2500 A Rating ,50Ka 829 SupplyandfixingoffollowingaccessoriesforAircircuitbreaker (ACB)compatiblewithMAinACBOEMasperPWDspecification forelectricalWorks,conformingtoIS/IEC60947P-2:2003 includingmakingconnectionetccompleteinallrespect.OEMshall havesubmitNABL/CPRI/ERDAaccrediatedlabtypetest certificatebeforeexecution.AllasperpreapprovedbyEngineer in-charge.Foradditionaltechnicalparametersofproducts/work, refer Annexure A attached with this BSR . 830 Shunt Trip Release 831 Under voltage Release 832 Microswitch for Indication 833 Operation Counter 834 Door Interlock 835 Auxiliary Contact 4 NO + 4 NC 836 Breaker Control Switch (TNC) 837 Providing& Fixing of IP54 microprocessor based 3CT’s for all 3 phasesensingcompensationpowerfactorcorrectionrelaySize 139mm x 139 mm, Operating Voltage 415/440 V, IEC / EN 61000-6-(2&4)having3CTsensing,sensitivityupto50milliamp secondarycurrent,selfanalysingautoc/ksettingaccordingto targeted power factor setting, the relay shall have digit displayunit fordisplayofrealpowerfactor,targetedpowerfactor,lag/lead capacitorswitchingstatus,alarmoutputforundercurrent,over current, insufficient compensation, communication interface with RS 485,indication of switching onunits, auto/manual status, and shall haveoverloadprotection,novoltrelease,havingmultiparameter like KW, KVA, KVAR, RMS Value, step switching time 2 sec to 1800 sec. Lead & Lag parameters, metering facility and3 no. Class- 0.5 Cast ResinCT ( refer CT specs in this chapter )for sensing the relay includingmakingcoonectionwith1.5Sq.mmcopperwireetc.as required.AllasperpreapprovedbyEngineerin-charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 838 6 to 8 stage 839 12 to 14 stage 840 Providing&FixingofselfhealingIP20MPPtypeshuntcapacitor (banks) conforming to IS:13340-41 /IEC :831-1&2 OR IEC : 60831-1&2inexistingpanelorparallelwithloadterminals,thecapacitor shallbefittedwithdischargeresistors,pressuresensitive disconnector(PSD)andshallhavedissipationfactorlessthan 0.0025 at 50 Hz, Operating loss less than 0.30 Watt per KVAR. Min overcurrentcapacity1.8timesratedcurrent&peakinrushcurrent min.300timesofratedcurrent,llifeexpectancygreaterthan 100000hrs(tempclass-25D)in440V/480VCapacitorandfor 525 V should life expectancy minimum 1,65,000 hrs (temp class - 25 D)including making connections, testing etc. as required.All as per preapprovedbyEngineerin-charge.Foradditionaltechnical parametersofproducts/work,referAnnexureAattachedwith this BSR . 841 HeavydutyThreephase440V,50Hzcylindricaltypecapacitor (Bank) 842 Providing&Fixingof440Volt3polecapacitor(AC6B)duty contactor with 3 no. early make and post break auxiliary contacts in serieswithquickdischargedampingresistors/reactorstolimitthe inrush current as per PWD specification for electrical Works,IS/IEC 60947-4-1:2000,insulationvoltage1000V,impulsewithstand voltage8KV,Dinrailmountingtypeincludingmakingconnections, testingetc.asrequired.suitableforfollowingcapacitycapacitor bank.All as per pre approved by Engineer in-charge. For additional technicalparametersofproducts/work,referAnnexureA attached with this BSR . 843 up to 6 KVAR 844 10 KVAR 845 15 KVAR 846 25 KVAR 847 50 KVAR 848 Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kAbreakingcapacity(B/C/Dtrippingcharacteristicaspertypeof loadandsiterequirement)4KVimpulsewithstandvoltage,ISI markedIS8828(1996)/conformingtoIEC60898-12002,IEC 60947-2,lowwattlosses,tripfreemechanisum,energylimitingofclass3asperIEC,minimumphaseterminationcapacityof 35sq.mm. , conductor line load reversibility , IP 20 contact protection andfittedinexistingdistributionboard/sheets,minimumelectrical operation 20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A&aboveratingincludingmakingconnections,testingetc.as required. OEM shall have submitNABL / CPRI / ERDA accrediated labtypetestreports&AllasperpreapprovedbyEngineerin-charge.Foradditionaltechnicalparametersofproduct/workrefer Annexure A attached with this BSR 849 Triple pole MCB(With B/C curve trippingCharacteristics), 6 A to 32 A rating 850 50/63 A rating 851 125A rating 852 Four pole MCB (With B/C curve tripping Characteristics), 6 A to 32 A rating 853 Double pole MCB(With B/C curve tripping Characteristics) , 6 A to 32 A rating 854 SITCofSoftStarterswithpanelsuppliedbymanufacturer conforming to applicable standards with logic inputs & outputs, relay outputsandanalogueoutputs,pluginI/Oconnections,displayof electricalparameters,stateofload&operatingtime,RS485serial link for connections to Modbus. 855 200KW 856 160KW 857 125KW 858 110KW 859 90KW 860 75KW 861 45KW 862 37KW 863 30KW 864 22KW 865 From3.3KWto7.5KWDOLStarterFeederwithMCB,Mainand AuxContactor,O/LRelay,L/RSelectorSwitch,3Indicating lamps,Start-StopPushButton,ControlMCB(Size:600(W) x400 (H) x 600 (D) 866 S&FofStardeltaStarterwithMCB,MainandAuxContactor,O/L Relay,L/RSelectorSwitch,3Indicatinglamps,Start-StopPush Button,ontrolMCBwithpanelwithallaccessorieswithfollowing rating : 11KW 867 S&FofStardeltaStarterwithMCB,MainandAuxContactor,O/L Relay,L/RSelectorSwitch,3Indicatinglamps,Start-StopPush Button,ontrolMCBwithpanelwithallaccessorieswithfollowing rating : 15KW 868 S&FofStardeltaStarterwithMCB,MainandAuxContactor,O/L Relay,L/RSelectorSwitch,3Indicatinglamps,Start-StopPush Button,ontrolMCBwithpanelwithallaccessorieswithfollowing rating : 18.5KW 869 SITC of LocalPush Buttonstation fabricated with 16SWG CRCA sheet,paintedwithpolysterPowdercoatedfinishafterchemical treatmentwithFolliwngitemsandaccessories:- iShroudedTypepushbuttonwith2NOContactselementfor Start/forward-reverse. iiLockableMushroomheadtypepushbuutonwith2NCContact element. iii2.5Sqmmclipontypeterminalsasrequriedwith20%spares. iv 1.5 Sqmm PVC insulated felxible copper wire with lugs & ferrules as requried. 870 SupplyanderectionofGalvanizedIronpolewith galvanizingdone insingledipping(AveragecoatingthicknessMinimum65Microns) continuouslytaperedpoleshavingOctagonal/Circularcross-sectionsdesignedtowithstandthemaximumwindspeedasperIS 875,Thepoleshaftshallbemadefromsheetsteel(HTSteel ConformingtogradeS355JO)andconfirmingtoBSEN10025and shall be continuously tapered with single longitudinal welding. There shallnotbeanycircumferentialwelding.Theweldingofpoleshaft shallbedonebySubmergedArcWelding(SAW)process.pole shaftsshallbeprovidedwiththerigidflangeplateofsuitable thickness (Fe 410 conforming to IS 226 / IS 2062) with provision for fixing 4 no. foundation bolts, This base plate shall be fillet welded to thepoleshaftattwolocationsi.e.frominsideandoutside.The octagonalPolesshallhavelockabledoorofapproximate500mm length at the elevation of 500 mmfrom the Base plate with bakelite sheet having 6A SP MCB and 16 sqmm stud type connector ( 4 nos) insidethepoleatdooropeningforcableconnectionoffollowing lengthanddimensionaspertableP-01withbaseplateand foundationboltontheExistingcementconcretefoundation.Allas perpreapprovedbyEngineerin-charge.Foradditionaltechnical parametersofproducts/work,referAnnexureAattachedwith this BSR . 871 7 Mtr., Poles with Octagonal Cross Section 872 SupplyandFixingofPoleOEMfabricatedhotdippedgalvanised M.S. Overhang (48.3 X 3.25 mm) with cap (400 x 88.9 / 114.3 x 3.25 mm) over the existing poles. All as per pre approved by Engineer in-charge.Foradditionaltechnicalparametersofproducts/work, refer Annexure A attached with this BSR . 873 Single arm overhang 874 ProvidingandLayingRCCFoundationforOctagonal/Conical StreetLight poles, High mast Poles as per Drawingattach at TableP-4withFollowingProcedure&Allasperpreapprovedby Engineer in-charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . A)ExcavationofPitforFoundationSizeuptorequireddepthfrom Ground levelB)DressingofPitandDrystonepitching200mmthickincluding supply of stones and preparing surface complete. C) Providing and laying in position cement concrete of M-10 grade of 75 mm thickness D)ReinforcementforR.C.C.workwithTMTbarsincluding straightening,cutting,bending,placinginpositionandbindingall complete. E)Centringandshutteringincludingstrutting,proppingetc.and removal of form work for Footing and Pedestal F)Providing&Fixingof2no.RequiredSizePLBHDPEPipe& Foundation Bolt with template as per OEM Recommendations. G) Providing and LayingReinforce cement Concrete of M-25 grade in Footing and Pedestal including Curing the foundation for 7 days. H) Providing and Fixing Nosing Angle 40 mm x 40 mm x 6mm with 2 no. 100 mm long, 10 mm dia. Lugs on each face. 875 Pole Foundation for Octagonal pole from 7 Mtr. To 9 Mtr. 876 Providing&FixingofIK08,IP66protectedLEDStreetLight Luminaireonexistingbracket/pole.Fixturemadeofpowdercoated singlepiecepressurediecastaluminummaterialwithheat dissipationfinsonhousingwithUVstabilizedPC(UVstablization reportsubmittedforUVcover)/ToughenedGlasscoverand secondarylensoneachLED&shouldbeSMDtypeof3to5watt each . The System efficacy >=125 lm/ wt and potted driver& has a unique BIS R number withInput Voltage AC 120 to 270 V AC with HighvoltageCutoff@>=300VACandAutoresettingSafety, Power Factor >0.95 driverEfficiency >85%,THD(I) <10%Humidity 10% to 90% RH Working Temp -5C to 45C .driver current <750mA. TheluminaireshallbeBIScertifiedandTrademarkcertified.Life ExpectancyEqualormorethan50000burninghrswithMinimum 70%lumenmaintened,CRI>70andCCT5700K+355K.Surge protection shall be min = 4 KV internal and min 10 KV external inside drivercompartment.drivershouldbePhasetophaseprotectionof 440Vfor4Hrs.ManufacturesWordMark/Name Engraved/Embossingondiecasthousingtoallow traceability/authenticity.FixtureshallbeASPERIS10322 Complianced.OEMMusthaveitsowninhouseNABLlabsetupfor alltestingfacilitiesforLEDfixtures.(LM79/LM80)Certificate/ report with liable warranty of product/accessories from OEM shall be submitted.AllasperpreapprovedbyEngineerin-charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 877 LED Street Light fixture with Minimum lumen output 8700 lm 878 Providing&FixingofIP-65protectedimpactresistant polycarbonate/Polystereneenclosureswithknockoutforcable entry/outincludingfixingwithnut,bolt,fatneretcasrequired complete in all respect of following sizes.All as per pre approved by Engineer in-charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 879 180 x 180 x 91 mm 880 Providing&FixingofStreetlightbracketmadeoutfromfollowing size of B class , Medium class G.I. Pipe confirming to IS : 1239 P - 1 ( 2004 ) with heavy duty pole clamp, Saddles suitable fastners etc. asrequired.AllasperpreapprovedbyEngineerin-charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 881 32 mm Dia. 882 Providing&FixingofIK08IP-66protectedhighpowerLEDflood lightsystemwithsinglepiecePressurediecastaluminiumhousing, toughenedglassdiffuserwithsuitablelensesonLEDtoachieve variousbeamangles,ofhighpowerLEDof3to5watteach. Integrated potted driver as a unique BIS R numberhaving efficiency more than 85 % and in compliance to BIS certified and Trade markcertificate.TheSystemlevelLuminaireefficacy>=125lm/wt.LED driverInputVoltageAC120to270VACwithHighvoltageCutoff @>=300VACandAutoresettingSafety.PowerFactor>0.95, THD(I)<10%,drivercurrent<=750mA.drivershouldbePhaseto phaseprotectionof440Vfor4Hrs.ElectricalConnector,Surge ProtectionMin>=4KVinternaland10KVexternalbutinsidedriver compartment, System life of 50000 Burning hours with 70% of Initial Lumensmaintained,CRI>70andCCT5700K±355K.ManufacturesWordMark/NameEngraved/Embossing/Screen printing on die cast housing to allow traceability/authenticity. Fixture shallbeIS10322Complianced.OEMMusthaveitsowninhouse NABLlabsetupforalltestingfacilitiesforLEDfixtures.(LM79/LM80)Certificate/reportwithliablewarrantyof product/accessoriesfromOEMshallbesubmitted.Allasperpre approvedbyEngineerin-charge.Foradditionaltechnical parametersofproducts/work,referAnnexureAattachedwith this BSR . 883 High Power LED Flood Light Minimum lumen output 10000 lm 884 Providing and fixing in position lightening arrester set complete with 600mmx600mmx6mmthickG.I. earthingplate embeddedbelow groundinearthlingpitat3.5metrdepth,G.I.stripofsize 25mmx5mm thick from earthing plate to top of Over head tank, G.I. FinialmadeofGIbar25mmdiaand2mlongfixedontopofOH tankandconnectedtoGIstrip.Theearthlingsetshallcomplyof IS:3043 complete in all respect as per specification and the direction of the Engineer. 885 Heavy Duty AL & CU Lugs,Double Compression Cable Gland with Nickel Plated, Cable Tie, Cable Tags, GI Nut- Bolts-Washers, Anchor Fastners, Clamps, Clips, Screw, Washers, Electrical Taps, HT Tap, Danger Plates, 4.5 Kg. CO2 type portable fire extinguisher for Panel Room , Fire buckets with floor / wall mounting stand ect. required hardware & accessories for various sizes as per site requirements. 886 11KV Switchyard Civil work for Transformers Foundations, DP Structure, Chain Link Fencying 1500mm Height, MS Gate , 40mm Gravels, Earthing Chambers, HT/LT cable Trench,coversect. 887 From3.3KWto7.5KWDOLStarterFeederwithMCB,Mainand AuxContactor,O/LRelay,L/RSelectorSwitch,3Indicating lamps,Start-StopPushButton,ControlMCB(Size:600(W) x400 (H) x 600 (D) 888 Design,Manufacture,Supply,Installation, TestingandCommissioningofIndoortypePLC Panelofsizeapprox.800mmX500mmX 2000mm(LBH),Fabricatedoutofmin.2mm thickCRCAsheetcompletewithlatest configuration,necessaryprogrammingsoftware forPLC&SCADAandcomprisingofall accessories not limited to the following: DI 30No. DO 26No. AI 6No. AO 2No. MCB 16A DP 2No. MCB 6A DP6No. SMPS 100-240VAC/ 4.5A / 24 VDC 1No. Selector Switch (Auto/Manual) & Local / Remote2No.Control Relays1Lot Annunciatorwith24WindowsNOtoNCType MicroprocessorBased,WindowSize75*42mm, 110VAC, with1No.Electronic Hooter1No. Control Transformer 200VA1No. Emergency STOP Push Button1No. Panel Cooling Fan & Filter2No. Panel Light with Door Switch, 7W1No. Control Indication Lamp for 24VDC, 220VAC3No.Push Button3No. Power Wiring+Control Wiring + Control TB/ Fuse 2A,TB etc1Lot PanelHardware,lugs,terminations,ferruls, name plate Ect.1Lot UTILITY SOCKET 16A, 3 PIN2No. HMI Display 10 Inch, Colour1No. Isolators Dual Output, 24VDC1Lot 889 Design,Manufacture,Supply,Installation, TestingandCommissioningofIndoortypePLC Panelofsizeapprox.800mmX500mmX 2000mm(LBH),Fabricatedoutofmin.2mm thickCRCAsheetcompletewithlatest configuration,necessaryprogrammingsoftware forPLC&SCADAandcomprisingofall accessories not limited to the following: DI 102No. DO 98No. AI 22No. AO 16No. MCB 16A DP 2No. MCB 6A DP6No. SMPS 100-240VAC/ 4.5A / 24 VDC 1No. Selector Switch (uto/Manual) & Local / Remote2No. Control Relays1Lot Annunciatorwith24WindowsNOtoNCType MicroprocessorBased,WindowSize75*42mm, 110VAC, with1No.Electronic Hooter1No. Control Transformer 200VA1No. Emergency STOP Push Button1 No. Panel Cooling Fan & Filter2No. Panel Light with Door Switch, 7W1No. Control Indication Lamp for 24VDC, 220VAC3No.Push Button3No. Power Wiring+Control Wiring + Control TB/ Fuse 2A,TB etc1Lot PanelHardware,lugs,terminations,ferruls, name plate Ect.1Lot UTILITY SOCKET 16A, 3 PIN2No. HMI Display 12 Inch, Colour1No. Isolators Dual Output, 24VDC1Lot 890 SITCofIntelligentManageableEthernetSwitchesproviding24x 10/100/1000FastEthernetports-and2dualpurposeuplink (provisionforCopper/FibreGigaconnectivity)withLANbased Software.TheLANbasedS/Wsupportsenhancedintegrated security,includingNetworkAdmissionControl(NAC),advanced qualityofservice(QoS),availabilityandscalablemanagementto enable new converged applications 891 Providing,installation,testingandcommissioningofONLINEUPS SYSTEM,SinglePhase230V,50Hzwith2hourbackupSMF battery bank as per specification 892 2 KVA 893 ProvidingandlayingStranded/FlexibleAnnealedeBarecopper conductor,XLPE/PVCinsulatedsuitablylaiduptogetheroverall polystertapedAl(innersheatedGISteelwireMylar/Drainwire) alongwithATCdrainwire,round/steelarmouredoverallPVC sheathed (ST-1) overall screenedCore armoured instrumentation Cables generally confirming to PAS 5308- Part-2-2009. 894 24 CORE, 1.0 sq. mm. 895 4 CORE, 1.0 sq. mm. 896 ProvidingandlayingStranded/FlexibleAnnealedBare copperconductor,XLPE/PVCinsulatedsuitablylaidup together overall polyester taped Al (Mylar tape wrapped) along with ATC Drain wireoverall PVC sheathed (ST-1) overall screenedPair armoured instrumentation Cables generally confirming to PAS 5308- Part-2-2009. (2 Pair * 0.75SQMM) 897 Providing,Installation,TestingandCommissioningofUltrasonic LevelTransmitter:Principle:TimeofFlight/SensorMOCPP/ PowerSupply:24VDC/Output:4-20mA/Display:Integral displayforprogrammingandDisplayReading/IP66/Accuracy ±1% 898 0 - 5 Mtr. 899 Providing,Installation,TestingandCommissioningofPressure Transmitter : Range:0-10Bar / Power Supply:24 V DC / Output: 4-20mAwithHART/Diaphragm:SS316L/ProcessConnection: 1/2 NPT (M) / Accuracy: 0.15% Protection: IP67 900 Providing,installation,testingandcommissioningofDiaphragm Type Pressure Gauges Dial size 150 mm glycerin filled shatterproof glass,Overrangeprotection:125%ofmaximumpressure,Material ofsensorandotherwettedparts:SStype316,Housingmaterial: Die cast aluminum 901 Providing, installation, testing and commissioning of Diaphragm type Pressure Switches Sensing Element: Bellows / Diaphragm, Material ofsensorandotherwettedparts:SStype316,Housing:Diecast aluminum,Switchtype:Microswitch,Repeatability:±1%ofspan, Switch Contacts: 2 NO + 2 NC 902 Providing,installation,testingandcommissioningofLevelSwitch( Conductivity)ConductivityProbes,Probeinsulation:Teflon,Probe head protection class: IP 65 of IS 13947 Part I, Probe head housing material: Aluminum 903 Rigid for lengths ofup to 3 Mtr. 904 SITC ofUltrasonic Level Transmitter suitable for measuring water levelin reservoir, powered by solar panel with minimum 48 power back up or internal installed battery ( 5 years battery life with replacement warranty), with out put as GSM/GPRS + data logger , Sensor Material: PP, accuracy +/_ 0.2 %,as per detailed Technical specification, scope of work and direction of Engineer in charge. 905 Measuring range 0.0 to 6.0 mtr 906 Supply, Installation, testing and commissioning of SCADA System at MasterControlCentrecompletewithPCserver,monitor, communication modules, printers, 2 Nos. of 60LED Display of latest resolution and configuration, 4 Nos of 32 Operator console ( 1 No. of Engineering, 1 No. of operator console, 1 No. of Historical and 1 No. of Web Server) including control desk, chairs, storage racks etc., requiredhardware,softwarecompletewithallaccessoriesandin line with Technical Specification. 907 Providing,installation,testingandcommissioningofONLINEUPS SYSTEM, 3 Phase 415 V, 50 Hzwith2 hour backup SMF battery bank as per specification 908 10KVA 909 LocalDataLogger-PCbasedDataAcquisitionSystemwithSAM WILicenseSoftwaresuitableforStoring,Logging,Reporting, PrintingdatafromaboveofferedAnalysers.PCwithspecifications as under: Intel Core i5 5th Generation Processor, 8 GB RAM, 1 TB HDD+250 GB SSD, CD/DVD Combo Drive, 32Monitor, Minimum 6 USBports(USB3.0/2.0),WINDOWS-7orhigherCompatiple Operating System, standard keyboard, mouse with pad and with A3 & A4 Color Laser printer. 910 CentralDataLogger-PCbasedDataAcquisitionSystemwithXR Premium License Software suitable for Storing, Logging, Reporting, Printingdata,Validationandcommunicatingwithaboveoffered LocalDAS.PCwithspecificationsasunder:IntelCorei55th GenerationProcessor,8GBRAM,2TBHDD+250GBSSD, CD/DVDComboDrive,32Monitor,Minimum6USBports(USB 3.0/2.0),WINDOWS-7orhigherCompatipleOperatingSystem, standardkeyboard,mousewithpadandwithA3&A4ColorLaser printer. 911 Supply, installation, testing and commissioning of GSM /GPRS/ Cloudbased data transmitter for Bulk Flowmeter (woltman Magnetic Pulse Output only ), Battery Powered -3VDC to12VDC ,Model no- CT-DL-V1.0-100784, battery life 3-5 Years, Inbuild Memory fuction upto 2gb micro SD card supportedto stroe the data in the absense of availabe mobile network,(1 no Data transmit in aday on cloud system), Encloser- ABS Protection-IP67/68,Operating tempreature -50-55 Deg. C. The VTC Inlet Flow Data shall be transmitt to the Respective MCC ROOM. 912 Supply,Installation,TestingandComissioningofISOcertified companymadeAirCooledHiWallsplittypeAirconditionerswith lateststarratingsystemasperBEEamendeduptodatecomplete withIndoorunit(IDU),Outdoorunit(ODU),surface/concealed copperRefrigerantpipingwithinsulation(closedcellelastomeric nitrile rubber tubular pipe section)upto 3 Mtr (IDUto ODU), copper powercableupto3.5Mtr(IDUtoODU),R-32/R-410/R-407Green Refrigerant,wirelessRemotecontrol,suitableforworkingbetween 180-260Vwithlow&highvoltagecutoffand50hz,1phaseAC supplycapableofperformingcooling,dehumidification,air circulation of following capacitywith Scroll / rotarycompressor. Min 5 year OEM warranty both compressor and PCB. NABL accredeated asperIS/ISO/IEC17025standards/CPRI/ERDAlabtesting reportsasperIS1391(Part-2)2018withOEMcertificatemust submittedtoengineerin-charge.Allasperpreapprovedby Engineer in-charge.All asper pre approvedbyEngineerin-charge. Foradditionaltechnicalparametersofproducts/work,refer Annexure A attached with this BSR . Non InvertorType1.8/2.0TRwith3starratingofBEE(ISEERnot less then 3.5 ) 913 Cost for basic service charges, Administration and Management, running of office, staff quarters, comprehensive Operation, Maintenance and Repairs including Preventive Maintenance, IEC activities as per scope of work, cost of material required for maintenance & repairs, cost of lubricants, saltf for producing chorine, consumables spare parts (if the spare parts supplied to PHED are used in emergency) as per scope of work & items & conditions of contract no, amt will be paid for O&M in DLP 914 For the 1st year of O&M after DLP 915 For the 2nd year of O&M after DLP 916 For the 3rd year of O&M after DLP 917 For the 4th year of O&M after DLP 918 For the 5th year of O&M after DLP 919 For the 6th year of O&M after DLP 920 For the 7th year of O&M after DLP 921 For the 8th year of O&M after DLP 922 For the 9th year of O&M after DLP 923 For the 10th year of O&M after DLP

Contact Information