Irrigation And Public Health Department has published Engineering, Procurement, Construction, Testing, Commissioning, Trial Run Of Various Components Of Providing Drinking Water Supply Schemes From Reliable Source ( Satluj River ) To Karloti Kaphara And Fatoh Area Of Tehsil Ghumarwin District. Submission Date for this Tender is 26-09-2022. Water Supply Project Tenders in ghumarwin Himachal Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Civil Works:Providing,installation, testing and commissioning ofWater Treatment Plant of 1.50 MLD capacity ( in theshape of rapid sand filter) ofRCC construction in concrete design mix ofgradeM- 30 (forhydraulic structures)&minimum M-20 ( for building work)as perproper design & drawing with all structural requirements includingcost of construction of cutting for site development, C/o. retaining walls ,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 planat village Panoh & capable of taking input and giving output as laid downin NIT under all climatic conditions specified therein. The treatment plant includes cutting for site development , C/O. Retaining walls , breast walls, Inlet chamber, Raw Water Tank, Clear water tank , Presedimentation tank, parashal flume, Alum solution tanks, Alum solution dozer, Lime solution tanks, Flash mixer , Clarifier ,flocculator,Settling tank, Rapid Sand Filter, Back wash arrangement, Back wash pump and piping, Back wash pump house, Disinfection, water tank, Foundation of various units, By Pass arrangement, Scouring arrangement, Plant Building, Bearing capacity test, Laboratory equipment and furniture, Interconnecting paths, Walk ways, Boundary Wall, Inlet channel with ultra sonic channel flow meter, Chemical house with chemical handling and feeding arrangements, Providing and fixing of lighting arrangements with CUB LED lights of 25 Watts with inthe boundry limit of plant area,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. Refer to Data Sheet No. - 1Common design parameter for further details ) i/c design, drawing & vetting complete in all respect. |
| 2 | Desilting Tank:- Designing, Constructing, Testing & Commissioning (to be approved by the competent authority) RCC desilting tank including excavation in foundation in all kinds of soil. including PCC (1:3:6)in foundation and M:30 design mix in bottom, walls, refilling and disposing of surplus excavated earthwith in all leads and lifts. The job also includes providing lowering, laying, erecting, hoisting and jointing of pipe assembly for inlet and outlet required such as MS ladders inside and outside. The cost shall be included in the rates of desilting tank complete in all respects to the entire satisfaction of the Engineer-in-charge .The contractor shall provide 6 sets of approved drawing and design to the department including cost of site development required as per site conditions. ( Data sheetNo. 2). i/c design, drawing & vetting complete in all respect. |
| 3 | Pump House:- Designing, Constructing, Testing & Commissioning(to be approved by the competent authority) of Pump Houses at following Locations including all allied Civil Works, internal & external Electrical work wiring, Sanitay work, excavation in foundation in all kinds of soils, C/o Toilets, C/o Septic Tanks ofcapacity for required users, internal and external solar powered Street lighting, external landscaping, dewatering including P/F 10 TonneGantry alongwith MS rail along longitudinal wall of approved ISI make electrically operated alongwith all allied accessories and painting with asian apex ultima with priming coat and wall putty and fire fighting system complete as directed by engineer in charge.(Ref data sheetNo. 3for further details.). The contractor shall provide 6 sets of approved drawing with design and one soft copy to the department.(Vol-II, Data sheetNo. 3). i/c design, drawing & vetting complete in all respect. |
| 4 | Pump house at 2nd Stage at Panoh = 1 No.62.00 sqm |
| 5 | Main Balancing Reservior and Sector Reserviors:- Designing, Constructing, Testing & Commissioning (to be approved by the competent authority) RCC Circularunder ground/partial under ground storage reservoirs as per capacity given below at various stages/sites including excavation in foundation in all kinds of soil. including PCC (1:3:6)in foundation and M:30 design mix in bottom slab/raft walls and beams. and RCC (1:2:4) in roof slab/dome with provision of inspection path around the dome with all allied Civil Works such as C/o. chamber for valves,refilling and disposing of surplus excavated earthwith in all leads and lifts. The job also includes providing lowering, laying, erecting, hoisting and jointing of pipe assembly for inlet, outlet, overflow and scour pipe with 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 outside, CI cowl type ventilator, MS Manhole covers of 2 mm thick MS sheet of size 680 x 680 mm with proper locking arrangement, water level indicator. The tanks shall be hydraulically tested for water tightness, All works shall be conforming to relevant IS code.The cost of valves shall be included in the rates of tanks .complete in all respects to the entire satisfaction of the Engineer-in-charge .The contractor shall provide 6 sets of approved drawing and design to the department including cost of site development required as per site conditions. (Data sheetNo.4 & 5 ). i/c design, drawing & vetting complete in all respect. |
| 6 | Sump well/collection tank 110000 Litre capacity atBhatoli |
| 7 | Main storage tank385000 Litre capacity at Node No.1 |
| 8 | Sector storage tank 10000 Litre capacity at Node No. 13 |
| 9 | Pumping Machinery and Electrical works:Providing/Installation, erection, testing and commissioning of star rated energy efficient submersible pumping set of KSB/Calama/ Johnston/ Crompton/BS/ SABAR/ Oswal/Kirloskarmake conforming to latest relevant BIS Code 5659-1979 The pump should be fitted with bronze impeller or suitable alloyssuitable for handling Raw water having greased packed bearings and shaft with wound stator on motor side and with soft protection sleeve onpump side ensuring better life for shaft coupled to a submersible squirrel cage electricinduction motor(water proof type)of requiredHP 2900/ 1450 RPM of reputed make confirming to BIS 9283-1979 latest with upto date amendments, totally dust and water proof for submersible duty isolated from the pump by intermediate casing with double mechanical seal in oil chamber and greasepacked lubricated bearings and provided with stainless steel thrustbearing plate to with stand non vertical loads with minimumwear andtear. It should also be fitted with a device to take up expansion of water with the heating of motor. Thepump set shouldinclude water level guards, erection clamps , cable clips, depth gauge NRV & Sluice valves of approved class etc.The workshould be completed to the entire satisfactionof the Engineer-in – Charge. The rates shall be for complete Job to run the machinery in proper working. and should meet with the requirements. For detailed design parameters/ requirements are given in (Data sheetNo. 8 &9 ). Curve chart including design drawing and complete in all respect. |
| 10 | It should include cost of bearing nuts, bolts and painting etc and should meet the following requirement including Pump sets (working + standby),All electrical equipments such as Starter, ICTP switches, MCB, Bushbar chamber, MCB, Panel board indicating lamps, Ammeter, Voltmeter, Hour run meter should be of electronic type ,incoming and outgoing water proof cable for panel board, Double loop earthing, copper cable pressure gauge, capacitor, common header, sluice valve, NRV including erectionand testing complete necessary piping for suction and common header and control valves alongwith electrical works including all taxes, insurance, transportation, freight charges, inspection charges, loading, unloading, conveyance to Departmental stores/ site, stacking, etc.including specials and wastage etc.; complete as per Tender Specifications and instruction of Engineer in charge. The HP are indicative. Since the re-survey and re-design of proposal/scheme is to be carried out by the lowest bidder, the design/drawings so approved by the competent authority after finalisation of design and drawings,any variation in HP and other accessoriesetc.The rate shall be worked out on prorata basis after approval of the competent authority and paymentwill be made accordingly. curve chart including design drawing and complete in all respect. |
| 11 | Raw water stage Lower Frame:-2 sets(1 working & 1 stand bye) (13.81 LPS each pump with Head of 49.22 Mtrs. - 2 set of 20HP) (Booster Stage) |
| 12 | Raw water stage Upper Frame:-2 sets(1 working & 1stand bye) (13.81 LPS each pump with Head of 31.14 Mtrs. - 2 set of 12.50HP) (Booster Stage) |
| 13 | PUMPING MACHINERY CENTRIFUGAL :-Providing/Installation, erection, Testing & Commissioning of star rated energy efficient horizontal spindle, horizontal/ radial split casing/end suctions (back pull out arrangement)single/double/multistage centrifugal pump suitable for operation, in parallel of recommended make such as Mather and platt/KSB/Kirloskar/Jyoti /Beaconweir BS&BE confirming to BIS-1520-1980 with upto date ammendments, read with IS:9137-1978 or latest edition suitable for lifting clear water for under mentioned characteristics with bronze/Bronze with 2.5% Nickel impellers, priming funnels, casing ring and shaft sleeves of bronze/ steel, shaft of SS: 410/AIS 1431 Chrome in plated with cast iron casing coupled directlythrough a flexible coupling on a MS base plate to squirrel cage screen protected drip proof induction motor of standard make such as Kirloskar/ BHEL/ Crompton/NGEF/GEC/Siemens/ Jyoti/Area Brown Boven and suitable for operation on 440 V LT, 50 cycles /second 3 phase AC electric supply.The power of electric motor/motors should be at least (+) 10% in excess of the maximumpower required by the pump/pumps in the operation range of (+) 10% and (-) 15%of the duty point head.The motor/motorsshould be as per IS: 325-1978 with upto date amendments read with IS:900-1972. The starting current of the motor shall be limited to not more than 4.5 to 5 times of full load current. |
| 14 | It should include cost of bearing nuts, bolts and painting etc and should meetthe following requirement including Pump sets (working + standby),All electrical equipments such asSoft Starter, ICTP switches, MCB, Bushbar chamber, MCB, Panel board indicating lamps, Ammeter, Voltmeter, Hour run meter should be of electronic type ,incoming and outgoing water proof cable for panel board, Double loop earthing, copper cable pressure gauge, capacitor, common header, sluice valve, NRV including erectionand testing complete necessary piping for suction and common header and control valves alongwith electrical works including all taxes, insurance, transportation, freight charges, inspection charges, loading, unloading, conveyance to Departmental stores/ site, stacking, etc.including specials and wastage etc.; complete as per Tender Specifications and instruction of Engineer in charge. The HP are indicative. Since the re-survey and re-design of proposal/scheme is to be carried out by the lowest bidder, the design/drawings so approved by the competent authority after finalisation of design and drawings,any variation in HP and other accessoriesetc.The rate shall be worked out on prorata basis after approval of the competent authority and paymentwill be made accordingly.(Data sheetNo.10& 11 ) curve chart including design drawing and complete in all respect. |
| 15 | 1st stage:-2 sets(1 working & 1 stand bye) (13.81 LPS each pump with Head of 214.83 Mtrs. - 2 set of 75HP) |
| 16 | 2nd stage:-2 sets(1 working & 1 stand bye) (11.19 LPS each pump with Head of 509.36 Mtrs. - 2 set of 150HP) Note: (The Total Head indicated above is at Main Balancing Reservoir (MBR). The Pumping Machinery is also supposed to cater for the requisite discharge at desire duty point . Necessary Make and Model of the pump with Characteristic Curves should accompany the technical bid of the bidder.) |
| 17 | Rising Main:Excavation in foundation, trenches ( for pipes & pits) upto all depths in all classification of earth work such as pick work, jumper work, saturated soil includingbailing and pumping out water, blasting soft/ hard rock or chieselling soft/hard rock where blasting is prohibited in all lifts including trimming and dressing of sides,leveling of beds to correct grade i/c shoring /strutting , planking, timbering & dewatering wherever required, stacking the useable & unuseable material /soil separately & after laying jointing & testingof pipes, returning the useable soil in trenches in 15 cm layers including consolidating of such deposoitedlayer by ramming & watering & then disposing of all surplus excavated soil /unusablematerial as directed with in all leads & lifts including restoration unmetalled surfaces to its original condition & including cost of diversionfor traffic, night signals, fixing caution boards, crossingover trenches for access to houses, fencing etc. complete in all respects with in all leads & lifts as per directions of Engineer-in-charge. |
| 18 | Laying ,jointing andtesting in trenches galvanised mild steel tube fittings of Heavy/ medium grade jointed with 5% joints flanged and remaining butt welding joints of 150 mm diametre including the cost of bends complete as per IS 1239-2004 ( part I) as per dimensions, weight and test pressure mentioned below as per direction and to the entire satisfaction of Engineer-in charge. (Earth workin Trenches, MS flanges and butt welds joint to be meaured and paid for seprately. |
| 19 | Raw water stage Lower frame GMS pipe 150 mm dia (Medium class )withwall thickness of 4.80 mmof IS:1239-2004 Part I Both frame atLower Frame RD 0/0 to RD 100 |
| 20 | Raw water stage upper frame GMS pipe 150 mm dia(Medium class ) withWall thickness of 4.80 mmof IS:1239-2004 Part I at Upper frameRD 0/0 to RD 90 |
| 21 | Ist stage from Pump House to WTP Panoh Ist stage from Pump House to WTP PanohGMS pipe 150 mm dia (Heavy class) withWall thickness of 5.40 mm Heavy class IS: 1239-2004-Part-Iat Booster Stage RD 0/0 to RD 6200 |
| 22 | GMS pipe 150 mm dia (Medium class ) withWall thickness of 4.80 mm Medium class IS: 1239-2004-Part-Iat Booster Stage RD 6200 to RD 7500 |
| 23 | 2nd stage from Panoh to Sohani Devi Providing , laying, fixing,jointing and testing in trenches GMSERW pipeof following dia meters confirmingto ISO 3183-2012 (with up to date ammendments), of following grade and having wall thickness as specified below with bevelled ended and capable of withstanding required test pressure in random length of 4 to 7 meters, including specials, short pieces, bends, reducers, tees etc. made from parent tube, including the cost of jointing by way of circumfrenctialbutt welding conforming to IS 816-1969 or latest as applicable with up to date ammenments. The MS flanges shall be provided every 15th joint flangedconfirmingto IS 6392-1971 and remaining butt weld joints. The laying of pipe will include all operation such as cutting, welding, jointing, fabrication of bends, tees etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the satisfaction of the Engineer in charge. The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The pipes shall be factory galvanized as per 4736-1986 (zinc coating both inside and outside) as per relevant IS standards. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. (Earth work in trenches M.S. flanges and butt welded joints to be measured and paid for sperately) |
| 24 | GMSERW pipe 125 mm dia. withWall thickness of 6.40 mm of L 290 or X 42 Grade at2nd Stage RD 0/0 to RD 6300 |
| 25 | GMSERW pipe 125 mm dia. withWall thickness of 5.20 mm of L 290 or X 42 Grade at2nd Stage RD 6300/0 to RD 7700 |
| 26 | GMSERW pipe 125 mm dia. withWall thickness of 4.80 mm of L 290 or X 42 Grade at2nd Stage RD 7700/0 to RD 14890 |
| 27 | Providing and weldingM.S. flanges at suitable pointsto be provided 5% of total joint and remaining 95% joints with butt welded joint, conforming to following tables as per IS 6392-1971 (Latest with upto date amendments) with plain end GMS/GMSERW pipe in requsite number of layers on both faces to make the joint leak proof (The cost of providing and laying of GMSERW pipes to be measured and paid for separately). The welding of flanges should confirm to IS:816-1969 with electrodes as per IS: 814-1991 and required number of nuts and bolts conforming to IS 1364. including cost of gasket sheet nuts & bolts. The thickness of gasket sheet not less then 3.00 mm confirming to IS 2712-1998. The work shall be done to the entire satifaction of engineer in charge with in all leads and lifts. |
| 28 | Raw water stage Lower frame- GMS Pipes 150 mm dia. from RD 0/0 to 100 Flange Table - 5 |
| 29 | Raw water stage Upper frame -GMS Pipes 150 mm dia. from RD 0/0 to 90 Flange Table - 5 |
| 30 | IST STAGE FROM PUMP HOUSE TO WTP PANOH-GMS Pipes 150 mm Heavy class from RD 0/0 to 3100 Flange Table- 28 |
| 31 | GMS Pipes 150 mm Heavy class from RD 3100/0 to 7500 Flange Table-17 |
| 32 | 2nd stage-GMSERW Pipes 125 mm as per IS/ISO:3183-2012 of gradeL-290 or X 42from RD 0/0 to11500 wth flange Table-34 |
| 33 | GMSERW Pipes 125 mm as per IS/ISO:3183-2012 of Grade L-290 or X 42from RD 11500 to14000 wth flange Table-28 |
| 34 | GMSERW Pipes 125 mm as per IS/ISO:3183-2012 of Grade L-290 or X 42from RD 14000 to14590 wth flange Table-17 |
| 35 | Providing circumferencial Butt welded joints by electrical arc welding to GMS/GMSERW pipe, welded in three number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS: 816-1969 specifications, by using welding electrodesconforming to IS:814-1991, at site of work complete in all respects, including manual /mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge. |
| 36 | Raw water stage Lower frame-GMS pipe 150 mm dia. Medium class withWall thickness of 4.80 mm with O.D. 168.30 mm RD 0/0 to RD 100 |
| 37 | Raw water stage upper- frameGMS pipe 150 mm dia. Medium class withWall thickness of 4.80 mm with O.D. 168.30 mm RD 0/0 to RD 90 |
| 38 | Ist stage from pump to WTP Panoh GMSpipe 150 mm dia FT-28(RD 0/0 to RD 3100) |
| 39 | GMSpipe 150 mm dia FT-17(RD 3100 to RD 7500) |
| 40 | 2nd stage:-GMSERW pipe 125 mm dia. As per IS/ISO:3183-2007 of Grade L-290 or X 42withWall thickness of 6.40 mm with O.D. 168.30 mm RD 0/0 to RD 6300 |
| 41 | GMSERW pipe 125 mm dia. As per IS/ISO:3183-2007 of Grade L-290 or X 42withWall thickness of 5.20 mm with O.D. 168.30 mm RD 6300 to RD 7700 |
| 42 | GMSERW pipe 125 mm dia. As per IS/ISO:3183-2007 of Grade L-290 or X 42withWall thickness of 4.80 mm with O.D. 168.30 mm RD 7700 to RD 14890 |
| 43 | Providing and fixing double flanged Cast Steel Non Return / Reflux Valves of various classes of BS: 1868-API-600latest with uptodate ammendmentsof Leader/Kirloskar/KSB/RG/Sachdera or any other approved make of capable to with standing normal seat pressure as per class including cutting, welding, providing and fixingrubber/asbestos gasket sheet of 3mm thick as per IS: 2712-1979 and providing and fixing MS nuts and bolts as persuitable table of required number includig carriage of material in all leads and lifts as per direction of Engineer-in-Charge. |
| 44 | Booster stage 150 mm dia ClassASA - 150 Flange Table 5 of working pressure 21 Kg/cm2 |
| 45 | 1st Stage:-150 mm dia.Clas ASA - 300 Flange Table 28 of working pressure 52 Kg/cm2 |
| 46 | 2nd stage-125 mm dia.Clas ASA - 300 Flange Table 34 of working pressure 52 Kg/cm2 |
| 47 | Providing and fixing screw type cast ironair valve of 40 mm dia (single ball type)of Leader/ Kirlosker/ KSBmake confirming to BIS:1452-90with upto date amendments as per suitable class PN-10.00 to with stand a seat pressure 11.22 kg/cms2in rising mains as per direction and to the entiresatisfaction of Engineer-in-Charge. |
| 48 | Gravity Mains & DistributionSystem:Excavation in foundation and trenches etc.(in pipes and pits) in all kinds of soils such as pick work, jumper work, blasting in soft / hard rock, chiselling/wedging out of rock/where blastingprohibited) saturated soil stacking the excavated earth within all leads and lifts clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by theEngineer –in-charge. |
| 49 | Laying, jointing in trenches and testing GMS Pipes jointed with 5% joint flanged and remaining butt welded joints of below dia mtr i/c the cost of bends etc. complete as per IS:1239-1990 (Part-I) , as per dimensions, weights and test pressure mentioned below in a random length of 4 to 7 meters. The Butt welded joints & MS Flanges are to be providedon each joint as per table given below confirming to IS:6392 - 1971 and welding of flanges with electrodes as per relevants codes includingrequired number &size of nuts and bolts as per relevants codes and asbestos fibre jointing gasket sheet not less than 3mm thickness as per relevant codes.The welding of flanges to be done on both faces in three layers to make the joints leak proof and to entire satisfaction of the Engineer-in-charge. The laying of pipe should be confirmed to IS: 5822-1994.(Earth workin trenches, Flanged joints & Butt weld joints to be measured and paid for separately ) |
| 50 | GMS pipe (Medium Class) 40 mm diawith wall thickness of 3.20 mm outer dia of 48.80 mm, having wt.of pipe 3.60 kg |
| 51 | GMS pipe (Medium Class) 50 mm diawith wall thickness of 3.60 mm outer dia of 60.80 mm, having wt.of pipe 5.16kg |
| 52 | GMS pipe (Medium Class) 65 mm diawith wall thickness of 3.60mm outer dia of 76.60 mm, having wt.of pipe 6.54 kg |
| 53 | GMS pipe (Medium Class) 80 mm diawith wall thickness of 4.00 mm outer dia of 89.50 mm, having wt.of pipe 8.53 kg |
| 54 | GMS pipe (Medium Class) 100 mm diawith wall thickness of 4.50 mm outer dia of 115 mm, having wt.of pipe 12.50 kg |
| 55 | GMS pipe (Medium Class) 125 mm diawith wall thickness of 4.80 mm outer dia of 140.80 mm, having wt.of pipe 16.40 kg |
| 56 | GMS pipe (Medium Class) 150 mm diawith wall thickness of 4.80 mm outer dia of 166.50 mm, having wt.of pipe 19.50 kg |
| 57 | Providing and weldingM.S. flanges at suitable pointswith butt welded joint, confirming to following tables as per IS 6392-1971 (Latest with upto date amendments) with plain end GMS pipe in Three layers on both faces to make the joint leak proof (The cost of providing and laying of MSERW pipes to be measured and paid for separately). The welding of flanges should confirm to IS : 816-1969 with electrodes as per IS: 814-1991 and required number of nuts and bolts confirming to IS 1364. including cost of gasket sheet nuts & bolts. The thickness of gasket sheet not less then 3.00 mm confirming to IS 2712-1998.The work shall be done to the entire satifaction of engineer in charge with in all leads and lifts. |
| 58 | 40 mm GMS Pipeswith Flange Table-17. |
| 59 | 50 mm GMS Pipeswith Flange Table-17. |
| 60 | 65mm GMS Pipes with Flange Table-5. |
| 61 | 80 mm GMS Pipes with Flange Table-5. |
| 62 | 100mm GMS Pipes with Flange Table-5. |
| 63 | GMS Pipes with Flange Table-17. |
| 64 | 125mmGMS Pipes with Flange Table-5. |
| 65 | GMS Pipes with Flange Table-17. |
| 66 | 150mm GMS Pipes with Flange Table-5. |
| 67 | Providing circumferrencial Butt welded joints by electrical arc welding to GMS/GMSERW pipe, welded in Three number of weld runs so as to achieve the minimum effective throat thickness of weld confirming to IS: 816-1969 specifications, by using welding electrodesconfirming to IS:814-1991, at site of work complete in all respects, including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge. |
| 68 | GMS pipe Medium Class 40 mm dia outer dia of 48.80 mm. |
| 69 | GMS pipe Medium Class 50 mm diaouter dia of 60.80 mm |
| 70 | GMS pipe Medium Class 65 mm diaouter dia of 76.60 mm |
| 71 | GMS pipe (Medium Class) 80 mm diaouter diaof 89.50 mm |
| 72 | GMS pipe (Medium Class) 100 mm diaouter diaof 115 mm |
| 73 | GMS pipe (Medium Class) 125 mm diaouter diaof 140.80 mm |
| 74 | GMS pipe (Medium Class) 150 mm diaouter diaof166.50 mm |
| 75 | Providing and fixing double flanged cast iron sluice valve of followingdiaandclass as per IS:14846 (PN-I.00) Leader/Kirloskar makeincluding MS flange of Table-5 as per IS: 6392-1971 with welding of MS flangesin requisite ( three)layer on bothfaces including carriage complete in all respect with in all leads and lifts and to the entire satisfaction of Engineer in charge.( Sluice Valve should be leader/Kirloskar/RG/ Sachdeva or any other approved make of the Jal Shakti Vibhag) |
| 76 | 50 mm Class PN-1.0 |
| 77 | 65 mm Class PN-1.0 |
| 78 | 80 mm Class PN-1.0 |
| 79 | 100 mm Class PN-1.0 |
| 80 | 125 mm Class PN-1.0 |
| 81 | 150 MM Class PN-1.0 |
| 82 | Providing and fixingof following dia Gun Metal wheel valve as per IS:778 CL- 1 screwed of superior quality with in all leads and lifts including carriage of material and to the entire satisfaction of the Engineer in Charge. |
| 83 | 40 mm |
| 84 | House Service Connection:- Laying, Jointing & testing in trenches of GI pipe to House Service Connection including pipe fittings,fixtures, demolation / restore of cement concrete work complete in all respectfor Initial Stage (2020-2021) : 7698 Nos (House Hold) (Refer Vol-II-Technical specifications & Data Sheet No. 13 for further details ) |
| 85 | Laying, jointing and testing in trenches galvanised mild steel tubes 15 mm dia (Light Grade)complete in all respect. To the Entire satisfaction of Engineer-in-Charge. |
| 86 | Providing fittings and accessories e.g. Tee, Union, Nipple, Elbow,Wheel valve,1/4" ferrule, bib cock etc.required for House Hould connection upto domestic storage Tank.The 15mm dia. Wheel valve shall confirm to BIS 778:1980 CL-!-all other G.I. fittings shall confirm to BIS specification. |
| 87 | OPERATION & MAINTENANCE OF SCHEME for2-years:Operation and maintenance of scheme from source to tail end of scheme and to keep all structure/ machinery/ facility in proper working. O&M includes the regular i.e, daily supplying of designed/ required quantity of potable water having water quality as per of water supply to the beneficiaries of the scheme up to main storage/ delivery tank from above mentioned source totreatment plant , main sector storage tank at different locations as per plan and repair and maintenance of main lines, gravity lines and entire distribution system . Regular maintenance of all the facilities including cleaning, washing, oil and greasing repair, replacement of worn out/ damaged parts of pumping machinary, pipe line, valves and electrical, mechanical, requirements, regular cleaning of all structure like storage tanks, sump wells, intakes, channel;s, collection/distribution channels/ pump house etc. and disposal of same as per the direction of engineer-in-charge, fixing/repairing/leakage in structure channels, pipe line pumping machinary etc. proper distribution of treated water and regular testing of water samples at required stages of treatment and lift. Maintaining log book of running of pumping mechniery register for samples reports and consumption of chemicals. Keeping regular and proper record of water quantity and quality, repair & maintenance work chemical dosing and time and hours of run of pumping machinary, removed of all kind of slips, slush, up-rooting of unwanted grass, shrubs, weeds etc. growing near the structure and keeping the area neat and clean to the entire satisfaction of engineer-in-chrage, planting, and maintenance plant of the flowers/ trees around the pump house treatment unit storage tanks/ sump well etc. as per the entire satisfaction of the engineer-in-charge including the cost of procurement of adequate and proper tools and plants, skilled and un-skilled manpower, spare parts, oil/grease/lubricants, chemicals for water treatment and all kinds of regents required for water sample testing re-filling of gaseous cyclinders i/c mechanical & head load carriage etc and making stand by arrangement all times, instruments, equipments, stationery and any other material etc. required for O&M excluding the cost og energy charges. All the operation shall be carried out as per the CPHEEO manual of the water supply and treatment (latest addition) HP PWD/ JSVspecification, HP & JSV department norms direction issued by the Engineer-incharge from time to time and sound engineering practice. (Refer Vol-II-Technical specifications &Vol-III, Data Sheet No, 14) The O&M part will commence from date of completion of successful trial & test run3 month period after physical completion of all components. |
| 88 | Ist. Year |
| 89 | 2nd year |
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