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| 1 | Construction of reinforcement cement concrete intake chamberas required at site including preparation and submission of structural drawing and design, cost of mateial and carriage of material within all leads and lifts as per the direction of Engineer-in-charge. as per data sheet No. 1 to 4(as per 3370-2009 Part 1 & 2 ) M-30 |
| 2 | WSS Binwa |
| 3 | WSS Uttrala at Node No 3 & 9 |
| 4 | B P Tankat Node No 4 |
| 5 | WSS Harer Gawal TikkaratNode No1 & 2 |
| 6 | WSS Sehal PanjalaatNode No2 |
| 7 | Providing, installation, testing and commissioning ofwater treatment plants 0.75 MLDbased on Rapid sand filter including cost of site development to adjust hydraulic levels as per contour plan and structural requirements, cost of construction of civil works, hoisting and errection of all steel works, providing and installation of all mechanicalElectricalequipments/accessories, laying of all interconnecting GI/MSERW pipes and scouring arragements from all units with disposal of the same to appropriate place i.e. nearby nallah/khud/natural drainage, all types of valves, fittings and all contingent works at village Dhanag Binwa Khad (Location) capable of taking input and giving output as laid down in chapter-I of CPHEEO manual under all climatic conditions specified therein. The treatment plant includes C/O Inlet chambers, Raw water tank, C/O pre-Sedimentation tanks, Tappered floculator ,flash mixing secondary settling tanks,Electrical channel flow meter, rapid sand filter, pipe gallery, back wash tank and clear water tanks for coagulant addition proper alum, lime, solution tank with proper mechanical mixing arrangement . Bleaching power solution chlorination is to be provided for disinfection, drainage channel, interconnecting path (Minimum 1.20 metre wide) chemical house, chemical handling and feeding arrangement, back wash units with pumping sets and Air compressors including arrangements for disposal of waste of water treatment plant process, Plant building comprising, room for housing the automated valves. Providing and fixing of lightening arrangements (LED) lightsmade inthe boundry unit of plant area, Providing and fixing all electrical/Mechanical equipments, proper walk way for Inspection/ operation of various units. Sizes shall be based on manual of water supply and treatment published by CPHEEO, Ministry of Urban development (GOI) New Delhi. The design of various units shall conform to relevant Codes and specifications. All the hydraulic stuctuctures shall be designed and constructed in RCC M30 design shall be carried out as per design sheet chapter No.1 & technical specification No.1. All the structure shall be designed for up liftpressureencounterd at footing as per contour plan uploaded suitable projection structure shall be designed and provided toavoid direct entry of HFL water withintreatment premises. |
| 8 | Providing,installation, testing and commissioning ofWater Treatment Plant of0.40 MLD capacity ( in theshape of rapid sand filters) ofRCC construction in concrete mix ofgradeM-30 (forhydraulic structures)& M-25 ( for building work)as perproper design & drawing with all structural requirements includingcost of construction of civil works, hoisting and errection of all steel works, providing and installation of all mechanicalElectricalequipments/accessories, laying of all interconnecting GI/MSERW pipes and scouring arragements from all units with disposal of the same to appropriate place i.e. nearby nallah/khud/natural drainage, all types of valves, fittings and all other contingent works including cost of site development to adjust hydraulic levels as perproper layout contour planatvillage Dharer Luni Khad(Location) & capable of taking input and giving output as laid down in chapter-1of NIT under all climatic conditions specified therein. The treatment plant includes C/O Inlet chamber, Raw Water Tank,inlet channel with ultra sonic channel flow meter, Chemical dozer,PST , Flash mixer, Tappered floculator, secondry settling tank,Rapid sand filters, Pipe gallery, Clear water tank,Lime & Alum solution tankswith propoer dozing arrangement, Drainage channels, Interconnecting path (Minimum 1.20m wide) , Chemical house with chemical handeling and feeding arrangements, Bleaching power sulution chlorination units, Back washTank with pumping sets & Air compressors with proper scouring arrangement &including arrangements for disposal of waste of water treatment plant process, manfold system to be got approved from the department, Providing and fixing of lighting arrangements with Sodium vapour lamps of 150Watts with inthe boundry limit of plant area, Providing and fixing all electrical/Mechanical equipments, Proper Walk way for Inspection/ operation of various units,The hydraulic design &capacity/sizesof all the important units shall be based on latestguidelines of Manual ofWater Supply and Treatment published by CPHEEO, Ministry of Urban development (GOI) New Delhi. The structural design of various units shall strictly conform to relevant BIS Codes and specifications. |
| 9 | Provididng & Fixing Gasouses cholrination Plant/ Disinfection equipment of suitable capacity |
| 10 | WSS Binwa (at Main storage) |
| 11 | WSS Uttrala (at Main Storage tank ) |
| 12 | WSSHarer kand Gawal Tikkar (at Harer) |
| 13 | Designing, Constructing, Testing & Commissioning of Pump House & Chowkidar Room at following Locations including all allied Civil Works, Electrical works, Sanitay work, Site development, cutting/excavation in all kinds of soils, C/o PCC/RCC Retaining walls, Breast walls, Toilets, Septic Tanks, internal and External Solar powered Street lighting, External landscaping, Fire Fighting arrangement,dewatering etc complete as directed by engineer in charge The rates quoted by the contractor shall be for the complete work. All ancilliary works and accessories required to make the system fully functional shall be included in the cost of work. Nothing extra shall be paid on this account. as per data sheet No 5 |
| 14 | WSS Binwa |
| 15 | Designing, Constructing, Testing & Commissioning R.C.C. Circular partially underground storage tanks as per capacity given below at various stages/sites including excavation in all kinds and types of strata, soil strata including dewatering in M30 design mix in foundation, walls, bottom slab , roof slab/dome with smooth finishing in 1:3 inside the tank, all alied Civil Works, Site development, cutting/excavation in all kinds of soils, C/o PCC/RCC Retaining walls, Breast walls,refilling and disposing of surplus stuff with in all leads and lifts, labour and material charges. The job also includes providing lowering, laying, erecting, hoisting and jointing of pipe assembly for inlet, outlet, overflow and scour pipe ,proper manifiold at outlet including all fittings, bye pass arrangement consisting of GI / MS pipes special and valves of required classes and dia and all other accessories required such as MS ladders inside and outsideventilator with mosquito proof wire mesh,lightening arrester complete ,SFRC manhole covers including frames and covers (medium duty) with proper locking arrangement water level indicator, RCC frames for all valves ventilating shafts shall also be provided including all leads and lifts as per entire satisfaction of Engineer-in-Charge. The tanks shall be hydraulically tested for water tightness all works shall be conforming to relevant IS code.The cost of valves & other accessories shall be included in the rates of tanks .Battery Limit shall be considered as 3.00 m from the edge of the structure or the boundary of the land whichever is less.The rates quoted by the contractor shall be for the complete work. All ancilliary works and accessories required to make the system fully functional shall be included in the cost of work. Nothing extra shall be paid on this account.The work shall include supplying of Five sets of structural design after testing the bearing capcity of soil and drawings, etc complete as directed by engineer in charge as per relevent data sheet and scope of work. as per Data sheet No 6 to 36 RCC M -30 as per IS 3370-2009 Part 1&2 |
| 16 | WSS Binwa |
| 17 | C/O RCC Main under Ground reservoir210000 litres capacity at node no. 4 |
| 18 | C/O RCC Main under Ground reservoir90000 litres capacity at node no. 18 |
| 19 | C/O RCC under ground reservoir20000 litres capacity at node no. 9 & 10 |
| 20 | C/O RCC under ground reservoir15000 litres capacity at node no. 12 |
| 21 | C/O RCC under ground reservoir10000 litres capacity at node no. 13 & 14 |
| 22 | C/O RCC under ground reservoir16000 litres capacity at node no. 26 |
| 23 | WSS Uttrala |
| 24 | C/O RCCMain under ground reservoir85000 litres capacity at node no.5 Phase -I |
| 25 | C/O RCCMain under ground reservoir45000 litres capacity at node no.127 Phase III |
| 26 | C/O RCC under ground reservoir50000 litres capacity at node no. 7 Phase -I |
| 27 | C/O RCC under ground reservoir10000 litres capacity at node no. 8 |
| 28 | C/O RCC under ground reservoir15000 litres capacity at node no. 6 & 128 |
| 29 | C/O RCC under ground reservoir25000 litres capacity at node no. 14 |
| 30 | Construction ofRaw Water Tank15000 liters capacityat node No 126 Phase -III To be constructed at mentioned node No. along with slow sand filter to be construct Item at Sr. 59 |
| 31 | Construction ofSedimentation Tank15000 liters capacityat node No 126 Phase -III To be constructed at mentioned nodealong with raw waterand slow sand filterat Sr. 30 & 59 |
| 32 | WSSHarer kand Gawal Tikkar |
| 33 | C/O RCCMain under ground reservoir65000 litres capacity at node no. 4 & 97 |
| 34 | C/O RCC under ground reservoir30000 litres capacity at node no. 19 |
| 35 | C/O RCC under ground reservoir10000 litres capacity at node no. 51 |
| 36 | C/O RCC under ground reservoir15000 litres capacity at node no. 86 & 99 |
| 37 | Construction ofRaw Water Tank40000 liters capacityat node No 3 To be constructed at mentioned node along with slow sand filter to be construct Item at Sr. No. 62 |
| 38 | Construction ofSedimentation Tank40000 liters capacityat node No 3 To be constructed at mentioned node along with raw waterand slow sand filterat Sr. No. 37 & 62 |
| 39 | WSS Sehal Panjala |
| 40 | C/O RCCadditional under ground reservoir10000 litres capacity at node no. 8 |
| 41 | C/O RCC under ground reservoir25000 litres capacity at node no. 6 |
| 42 | C/O RCC under ground reservoir40000 litres capacity at node no. 7 |
| 43 | C/O RCC under ground clear water tank 148000 litres capacity |
| 44 | Construction ofRaw Water Tank148000 liters capacityTo be constructed at mentioned node along with slow sand filter to be construct Item at Sr. No. 64 |
| 45 | Construction ofSedimentation Tank37000 liters capacityTo be constructed at mentioned node along with raw waterand slow sand filterat sr No 44 & 64 |
| 46 | ELEVATED MAIN & SERVICE RESERVOIRS |
| 47 | Designing, Constructing, Testing & Commissioning R.C.C.Elevated Circular Over head storage tanks as per capacity given below at various stages/sites including excavation in all kinds and types of strata, soil strata including dewatering in M30 design mix in foundation, walls, bottom slab , roof slab/dome with smooth finishing in 1:3 inside the tank, all alied Civil Works, Site development, cutting/excavation in all kinds of soils, C/o PCC/RCC Retaining walls, Breast walls,refilling and disposing of surplus stuff with in all leads and lifts, labour and material charges. The job also includes providing lowering, laying, erecting, hoisting and jointing of pipe assembly for inlet, outlet, overflow and scour pipeproper manifiold at outlet including all fittings, bye pass arrangement consisting of GI / MS pipes special and valves of required classes and dia and all other accessories required such as MS ladders inside and outsideventilator with mosquito proof wire mesh,lightening arrester complete ,SFRC manhole covers including frames and covers (medium duty) with proper locking arrangement water level indicator, RCC frames for all valves ventilating shafts shall also be provided including all leads and lifts as per entire satisfaction of Engineer-in-Charge. The tanks shall be hydraulically tested for water tightness all works shall be conforming to relevant IS code.The cost of valves & other accessories shall be included in the rates of tanks .Battery Limit shall be considered as 3.00 m from the edge of the structure or the boundary of the land whichever is less.The rates quoted by the contractor shall be for the complete work. All ancilliary works and accessories required to make the system fully functional shall be included in the cost of work. Nothing extra shall be paid on this account.The work shall include supplying of Five sets of structural design after testing the bearing capcity of soil and drawings, etc complete as directed by engineer in charge as per relevent data sheet and scope of work.as per data sheet No. 37 to 42 RCC M-30 As per IS 3370-2009- Part 1&2 |
| 48 | WSS Binwa |
| 49 | C/O RCCOver Headreservoir of25000 litres capacitywith 10 metre staging height at node no 5 |
| 50 | C/O RCCOver Headreservoir of30000 litres capacitywith 10 metre staging height at node no 8 |
| 51 | C/O RCCOver Headreservoir of35000 litres capacitywith 10 metre staging height at node no 29 |
| 52 | WSSHarer Kand Gawal Tikkar |
| 53 | C/O RCC Over Head sector reservoir of45000 litres capacitywith 10 metre staging height at node no 100 |
| 54 | WSS Sehal Panjiala |
| 55 | C/O RCC Over Head sector reservoir of 55000 litres capacitywith 10 metre staging height at node no 102 |
| 56 | C/O RCC Over Head sector reservoir of 40000 litres capacitywith 10 metre staging height at node no 104 |
| 57 | Designing, Constructing, Testing & Commissioning of (to be approved by the competent authority) slow sand filter of require capacity surfacearea including cost of development excavation as per contour plan and structural requirements complete in all repect including walkways, construction of chamber for valves interconnecting arrangement, commissioning and scouring arrangement from all units with proper disposal to nearby nallah. Scope of work include all types of fittings involved in the above units and maintain treated effluent standards as per CPHEEO manual guidelines. the design of various units shall be confirm to BIS 337-2009 (P-I-IV) and BIS 456-2004. M30 grade concrete shall be used in the above units.as per Data Sheet No. 43 to 46 |
| 58 | WSS Uttrala |
| 59 | C/O Slow Sand filter Bed 37.00 Sqmt (2 Units of 18.50 Sqmt each) at Node No 126 To be constructed along with Raw water Tank and Sedimentation Tank at Sr No. 30 & 31 |
| 60 | Construction ofRougheninigfilters complete in all respect as per satisfaction ofEngineer in Charge |
| 61 | WSS Harer kand Gawal Tikkar |
| 62 | C/O Slow Sand filter Bed 88.35 Sqmt( 2 Units of 44.18 Sqmt each ) To be constructed along with Raw water Tank and Sedimentation Tank at Sr. No. 37 & 38 |
| 63 | WSS Sehal Panjiala |
| 64 | C/O Slow Sand filter Bed 46x3 =138 Sqmt ( 3 Units) To be constructed along with Raw water Tank and Sedimentation Tank at Sr. No. 44 & 45 |
| 65 | EXCAVATION |
| 66 | GRAVITY MAIN:- Excavation in foundations and trenches (for pipes and pits) upto all depths etc. in all kinds of soil such as pick work, jumper work and saturated soil including bailing or pumping out of water, blastingin soft/hard rock or chiseling or wedging out of same where blasting is prohibited in all leads and lifts includingtrimming and dressing of sides, leveling of beds to correct grade including shoring strutting, plankingtimbering and dewatering wherever required, stacking usable and unusable material/soil separately andafter laying jointing and testing of pipes, returning he usable soil in 15 cmlayer by ramming andwatering and then disposing of all surplus excavated soil/unusable material as directed within all leads and lifts including restoration of unmetaled/ mattelledsurfaces to its original condition and including cost of diversion of traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects within all leads and lifts as per the direction of Engineer-in-charge. |
| 67 | WSS Binwa |
| 68 | WSS Uttrala |
| 69 | WSSHarer Kand Gawal Tikkar |
| 70 | WSS Sehal Panjiala |
| 71 | Distribution System (Gravity mains) |
| 72 | Providing ,Laying and jointing in trenches galvanised mild steel tubes, tube fitting ( light grade ) of following dia ( screw and socketed) ( Earth work in trenches to be measured and paid for separatlt) with in all lads and lifts as per the derection of Engineer - in- Cherge as per data sheet no. 47 (Jindal/Surya Roshni/ Tata) |
| 73 | WSS Binwa |
| 74 | 20 mm diaLight Class |
| 75 | 25 mm diaLight Class |
| 76 | 32 mm diaLight Class |
| 77 | 40 mm diaLight Class |
| 78 | 50 mm diaLight Class |
| 79 | 65 mm diaLight Class |
| 80 | 80 mm diaLight Class |
| 81 | WSS Uttrala |
| 82 | 25 mm diaLight Class |
| 83 | 32 mm diaLight Class |
| 84 | 40 mm diaLight Class |
| 85 | 50 mm diaLight Class |
| 86 | WSSHarer kand Gawal Tikkar |
| 87 | 25 mm diaLight Class |
| 88 | 32 mm diaLight Class |
| 89 | 40 mm diaLight Class |
| 90 | 50 mm diaLight Class |
| 91 | 65 mm diaLight Class |
| 92 | 80 mm diaLight Class |
| 93 | WSS Sehal Panjiala |
| 94 | 20 mm diaLight Class |
| 95 | 25 mm diaLight Class |
| 96 | 32 mm diaLight Class |
| 97 | 40 mm diaLight Class |
| 98 | 50 mm diaLight Class |
| 99 | 65 mm diaLight Class |
| 100 | Providing& fixing brass full way valveof following diawith in all lads and lifts as per the derection of Engineer - in- Cherge ( Reputed make IS Marked, Kirloskar/leader/KSB.) |
| 101 | WSS Binwa |
| 102 | 25 mm diaLight Class |
| 103 | 32 mm diaLight Class |
| 104 | 40 mm diaLight Class |
| 105 | 50 mm diaLight Class |
| 106 | 65 mm diaLight Class |
| 107 | WSS Uttrala |
| 108 | 25 mm diaLight Class |
| 109 | 32 mm diaLight Class |
| 110 | 40 mm diaLight Class |
| 111 | WSSHarer kand Gawal Tikkar |
| 112 | 25 mm diaLight Class |
| 113 | 32 mm diaLight Class |
| 114 | 40 mm diaLight Class |
| 115 | WSSSehal Panjiala |
| 116 | 25 mm diaLight Class |
| 117 | 32 mm diaLight Class |
| 118 | 40 mm diaLight Class |
| 119 | Provididng and fixing of kirlosker / kilburn/IVC/fources/Gled/BHEEL/Leader make of suitable size cast iron double flanged sluice valve having size of following dia class PN-1.0 equal to delivery of pump and capable of withstanding niominal seat pressureof 21 kg/cm2 as per BIS-780-1984 (latest addition) complete with in all respect as per the satisfaction of Engineer in charge |
| 120 | WSSHarer kand Gawal Tikkar |
| 121 | 50 mm dia |
| 122 | 65 mm dia |
| 123 | WSSSehal Panjiala |
| 124 | 50 mm dia |
| 125 | Providing and fixing of flanged double acting Air valves Kirlosker/KSB/ Leader make of various dia. body and plate made of fine grained cast steel small orifice fitted with rubber ball, large orifice with vulcanized butt ball, flanged inlet, tested to hydraulic test pressure of (160m) suitable for duty conditions conforming to relevant B1S codes latest up to date amendments complete in all respect as per direction of Engineer-in-charge for all rising mains. |
| 126 | WSS Binwa |
| 127 | 15 mmnominaldia |
| 128 | Rising Main & Gravity Mains |
| 129 | Providing , Laying, jointing & testing GMSplain ended ( medium Class)pipes with94 % circumfrential butt welded joinits & 6%flanged joints of total lenght by electrical arc welding (welding thickness shall be equal to pipe wall thickness) confforming to BIS : 1239-1990 of Heaving wall thickness ( as specified below) & capable of withstanding required test pressure including cost of manifacturing/ fabricationof reducer/tapers, all short pieces, bends etc. as per site requirement made from parent tubes. The laying of pipe where ever required, shall include flanged joints duly welded in three layers (two at outer & one at inner face) at suitable spacing as per the directions of the Enginer-in-charge (Earth work in trenches will be measured and paid for separately) and all operations such as cutting, welding, jointing, fabrication of bends, tees i.e. lowering and laying in excavated trench to ensure required level includingflushing, cleaning and hydraulic testing complete in all respects to the entire satisfaction of the Engineer in charge. The fabrication bends shall have three or four cuts having its radius not less than five times the dia of pipe. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. The damaged portion of the pipes and all the specials ( if damaged during laying & Jointing operation of pipe) of parent tube shall be provide anticrosive treatment treatment by applying two coats of anticrosive bitumenious paint over a priming coat as per AWWA ISI203-1978. The rates also include entire carriage of material, flusing , cleaning & hydraulic testing D.P test of butt welded joints complete in all respectand to the best satisfaction & direction of Engineer in charge with in all leads and lifts. as per data sheet No. 48 ( Make Jindal/Surya Roshni/Tata) |
| 130 | WSS Binwa |
| 131 | 125mm dia(Medium Class) with Table 5. |
| 132 | 100mm dia(Medium Class) with Table17. |
| 133 | 50mm dia(Medium Class) with Table 17 |
| 134 | 50mm dia(Medium Class) with Table 5 |
| 135 | 40mm dia(Medium Class) with Table 17 |
| 136 | WSS Uttrala |
| 137 | 65 mmdia(LightClass) |
| 138 | WSS Harer Kand gawal Tikkar |
| 139 | 80mm dia(Medium Class) with Table 28. |
| 140 | 80mm dia(Medium Class) with Table 17. |
| 141 | 80mm dia(Medium Class) with Table 5. |
| 142 | WSS Sehal Panjiala |
| 143 | 80mm dia(Medium Class) with Table 5. |
| 144 | 80mm dia(Medium Class) with Table 17. |
| 145 | 50mm dia(Medium Class) with Table 5. |
| 146 | 50mm dia(Medium Class) with Table17. |
| 147 | 40mm dia(Medium Class) with Table 5. |
| 148 | Provididng and fixing of kirlosker / kilburn/IVC/fources/Gled/BHEEL/Leader make of suitable size cast iron double flanged sluice valve having size of following dia class PN-1.0 equal to delivery of pump and capable of withstanding niominal seat pressureof 21 kg/cm2 as per BIS-780-1984 (latest addition) complete with in all respect as per the satisfaction of Engineer in charge |
| 149 | WSS Uttrala |
| 150 | 65mm dia |
| 151 | WSS Harer Kand Gawal Tikkar |
| 152 | 80mm dia |
| 153 | 50mm dia |
| 154 | WSS Sehal Panjiala |
| 155 | 80mm dia |
| 156 | 50mm dia |
| 157 | 40mm dia |
| 158 | Laying, jointing & testing GMSplain ended ( medium Class)pipes with94 % circumfrential butt welded joinits & 6%flanged joints of total lenght by electrical arc welding (welding thickness shall be equal to pipe wall thickness) confforming to BIS : 1239-1990 of Heaving wall thickness ( as specified below) & capable of withstanding required test pressure including cost of manifacturing/ fabricationof reducer/tapers, all short pieces, bends etc. as per site requirement made from parent tubes. The laying of pipe where ever required, shall include flanged joints duly welded in three layers (two at outer & one at inner face) at suitable spacing as per the directions of the Enginer-in-charge (Earth work in trenches will be measured and paid for separately) and all operations such as cutting, welding, jointing, fabrication of bends, tees i.e. lowering and laying in excavated trench to ensure required level includingflushing, cleaning and hydraulic testing complete in all respects to the entire satisfaction of the Engineer in charge. The fabrication bends shall have three or four cuts having its radius not less than five times the dia of pipe. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. The damaged portion of the pipes and all the specials ( if damaged during laying & Jointing operation of pipe) of parent tube shall be provide anticrosive treatment treatment by applying two coats of anticrosive bitumenious paint over a priming coat as per AWWA ISI203-1978. The rates also include entire carriage of material, flusing , cleaning & hydraulic testing D.P test of butt welded joints complete in all respectand to the best satisfaction & direction of Engineer in charge with in all leads and lifts. as per data sheet No. 49 |
| 159 | WSS Binwa |
| 160 | 150mm dia(Medium Class) with Table 17. |
| 161 | 150mm dia(Medium Class) with Table 5. |
| 162 | 65mm dia(Medium Class) with Table 17. |
| 163 | 65mm dia(Medium Class) with Table 5 |
| 164 | Pumping Machinery |
| 165 | Supply Installation Testing & Commissioning of horizontal spindle,horizontal/redial split casing/end suction(Back-pull out arrangements) single/double/multi stage star rated centrifugal pump or combination of pumps, of recommended make such as Mather and Platt/KSB/Kirlosker as per BIS 1520-1980 with upto date ammendments,read with IS:9137-1978 or latest edition suitable for lifting water for under mentioned characterestics with bronze,impellers/priming funnels,casing ring and shaft sleeves of bronze,shaft of steel grade45C8/ EN8 with cast iron casing coupled directly through a flexible coupling on a common MS Base Plate to squirrel cage TEFC Energy efficient motors (Conforming to energy efficiency code IE2 or higher ) of standard make such as Kirloskar /BHEL /CG POWER /Siemens /ABB /Marathon and suitable for operation on 415 (+6% ) and ( -10% ) volts, 50 cycles / second, 3 phase AC electric supply. The power of electric motor/motors should be at +10% in excess of the maximum power required by the pump/pumps in the operation range of (+) 10% and (-)15%of the duty poiint head. The motor/motors as per ISI:325:1978 with upto date ammendments read with IS 900:1972. It should include cost of bearing nuts , bolts and painting etc. and should meet the following requirements:including Pump sets (working + standby ), necessary piping for suction, delivery & common header,alongwith electrical control panel with energy saving variable frequency device (VFD)as per requirement of pumping machinery; Complete workinclusive of all taxes,transportation, freight charges, inspection charges, loading, unloading, conveyance to Departmental stores / site, stacking, etc.including specials and wastage etc. It shall include providing and fixing of C.I/C.S Sluice valves of approved make and appropriate class to resist the design pressure andcomplete as per Tender Specifications and instruction of Engineer in charge. as per data shhet No. 50 to 51 |
| 166 | WSS Binwa |
| 167 | Centrifugal Pumps :-2 sets (1 as standby) of9.98LPS each with 72.38 mtrshead |
| 168 | WSS Harer Kand Gawal Tikkar |
| 169 | Centrifugal Pumps :-2 sets (1 as standby) of 4.00LPS each with 204.21 mtrshead |
