Himachal Pradesh Irrigation And Public Health Department Tender

Providing and laying cement concrete 1 6 12 One cement Six sand Twelve graded stone aggregate 40mm nominal size and curing complete excluding the cost of form work form work in foundation and plinth within all leads and lifts as per the direction of Engineer in Charges in trench weir

Providing and laying cement concrete 1 5 10 mix One cement five sand ten stone aggregate 40mm nominal size and curing complete excluding the cost of form work for plain reinforced concrete in R wall B wall the size of plum should be 150mm to 300mm as per drawing and HPPWD technical specification. in site development and check dam

Providing and laying Cement Concrete work 1 4 8 1cement 4sand 8graded stone aggregate 40mm nominal size curing complete excluding the cost of form work in foundation Plinth with in all leads and lifts as per Direction of Engineer in Charge. In anchor blocks and check dam

Providing and laying cement concrete 1 3 6 One cement three sand six graded stone aggregate 40mm nominal size and curing complete excluding the cost of form work form work in foundation and plinth within all leads and lifts as per the direction of ENC in trench weir sump well and presedimentation tank

Providing and laying cement concrete work M15 ae per concrete mix design and curing complete excluding cost of form work in foundation and plinth within all leads and lifts as per the direction of Engineer in Charge. in trench weir anchor block and check dam baffle blocks

Providing and laying cement concrete M 20 as per concrete mix design and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in Foundation footing bases of column and the like mass concrete within all leads and lifts as per direction of ENC in trench weir presedimentation tank sump well and steel bridge

In walls any thickness but not less than 0.10 metre thickness attached pillasters buttresses plinth and string cources etc from top of foundationlevel up to floor two level within all leads and lifts as per the direction of ENC in trench weir presedimentation tank and sump well

In suspended floor roofs landing shelves and their support balconies beams girders bressumers cantilever up to floor two level including within all leads and lifts as per the direction of Engineer in Charges.in trench weir

Providing and laying cement concrete M25 as per concrete mixed design and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in Foundation footing bases of column and the like mass concrete within all leads and lifts as per direction of ENC In trench weir

Providing tor steel reinforcement for reinforced concrete work including bending binding and placing in position complete up to floor two level including within all leads and lifts as per direction of ENC in trench weir anchor blocks sump well presedimentation tank steel bridg, check dam

Providing form work with steel plates 3.15 milimetre thick welding with angle iron in frame 30 30 5 milimetre so as to give fair finish including centering, shuttering and propping etc. with wooden battens and ballies height of propping and centring below floor to ceiling not exceeding four metres and removal of the same for in situ reinforced concrete and plain concrete work in Vertical surfaces such as walls any thickness partitions and the like including attached pillasters buttresses plinth and string courses and the like within all leads and lifts as per the direction of ENC in trench weir site development sump well presedimentation tank steel bridge check dam

Flat surface such as soffits of suspended floors roofs landing and the like floor etc. up to 200 milimetres in thickness including all leads and lifts as per the direction of ENC in trench weir

Providing and fixing steel fiber reinforcement cement concrete SFRC man hole cover and frame conforming to IS 12592Part 1 1998 with latest ammendsments internal dia 500mm Medium duty within all leads and lifts as per the direction of ENC in trench weir

Providing laying and fixing to wall ceiling and floor galvanised mild steel tube tube fitting light grade and clamps including making good the wall ceiling and floor and cutting welding of G.I. pipe with M.S. flanges table 5 where required in Inlet Outlet Scour and by pass arrangement of following dia including all leads and lifts as per the direction of ENC in trench weir 80 mm dia

Placing of boulders 80 mm on upstream side in trench weir

Providing of ISA 75x50x6mm in trench weir

Providing weephole in brick masonary plain reinforced concrete abutment wing wall retaining wall with 100mm dia PVC pipe extending through the full of the structure with slop of 1V 20 H towards drawing face complete as per drawing and technical specification clause 614 709 1204.3.7 in site development

Steel work welded in built up section trusses and framed work including cutting housting fixing in position and applying a primering coat of red lead paint in gratings framed guard bar ladders railngs brackets and similars work.within all leads and lifts as per the direction of Engineer-in Charge in sump well

Providing and fixing of Cast Iron Sluice valve of Kirloskar KSB Kilburn Leader make or of approved make by JSV HP list attached of various dia.conforming to relevant IS code capable of withstanding the nominal pressure for the rising mains with fixing of nuts bolts and gasket sheet having bye pass arrangement complete including cost of chamber in all respect as per direction and to the entire satisfaction of ENC with in all leads and lifts in sump well and pre sedimentation tank Dia 200 mm at suction end

Steel work welded in built up section, trusses and framed work including cutting hoisting fixing in position and applying a priming coat of red lead paint in trussed bridge span upto 30mts within all leads and lifts as per the direction of engineer in charge. in steel bridge

Designing constructing testing commissioning of RCC circular under ground partial underground storage resorviors 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. CO PCC RCC retaining walls breast walls sanitary works i e fencing refillingand disposing of surplus stuff with in all leadsand lifts labour and material charges. the job also include 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 all other accessories required such as MS ladders inside and outside CI Cowl type ventilator SFRC manholecovers 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 confirming to relevant IS codes. Battery limit shall be considered as 3.00mm 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 in this account. The work shall include supplying of 5 sets of structural designs and drawings etc complete as directed by engineer in charge as per relevant data sheet and scope of work for same capacity of the tanks with similar dimensions the payment shall be made only for one design Refer Vol II Technical specification Vol III Data sheet 3 4. MAIN STORAGE TANK SECTOR STORAGE TANK Const. of Main storage tank at point 4 Matiyara Ist Rising Main of capacity 40000 ltr.

Const. of Main storage tank at point 5 Niyari Mode of capacity 140000 ltr.

Const. of Main storage tank at point 6 Pukhrotu of capacity 90000 ltr.

Construction of sector storage tank at various locations of capacity 10000 ltr.

CO Sector storage tank at various locations of capacity 20000 ltr.

CO Sector storage tank at various locations of capacity 15000 ltr.

CO Sector storage tank at various locations of capacity 46000 ltr.

CO Sector storage tank at various locations of capacity 23000 ltr.

CO Sector storage tank at various locationsl of capacity 17000 ltr.

CO Sector storage tank at various locations of capacity 32000 ltr.

CO Sector storage tank at point 5H Dhar of capacity 130000 ltr.

CO Sector storage tank at point 5U Ladhuie of capacity 65000 ltr.

CO Sector storage tank at various locations of capacity 26000 ltr.

CO Sector storage tank at point 5ZE Palel of capacity 45000 ltr.

CO Sector storage tank at point 5F Timman of capacity 40000 ltr.

CO Sector storage tank at point 6D Chamla of capacity 77000 ltr.

CO Sector storage tank at point 6E Jhullara of capacity 28000 ltr.

CO Sector storage tank at point 6N Dug of capacity 36000 ltr.

WATER TREATMENT PLANT Designing aesthetically Providing Constructing Testing Commissioning of Water treatment Plant 1.70 MLD capacity based on Rapid Sand Gravity filteration consisting of Civil works including laboratory mechanical eletrical and instrumental works including necessary hydraulic testing, structural testing equipment testing. The components such as site development CO PCC RCC Retaining walls breast walls upto battery limits of WTP Dewatering Approach road Inter connecting path walkway storm water drains scouring arrangement fencing beautification including all allied works complete as directed by ENC The laboratory as per CPHEEO Manual shall be established at the WTP where separate building for the same shall be constructed to house the laboratory equipment office record including furniture, office computer complete in all respects. Battery limit shall be considered as 3.00 m form the edge of the structure or the boundary of the land whichever is less. The rates to be quoted by the contractor shall be for complete work. All ancilliary works and accessories required to make the system fully functionl shall be included in the cost of work. Nothing extra shall be paid on this account. Refer data sheet No. 18

Construction of katchacha approach road to Pump house Stage 1 total width 5 mtr and 900 mtr length as per drawing ic cutting in earth work in all kinds of soil subgrading to required camber and superelevation soiling etc CO retaining walls and breast walls complete in all respects to the entire satisafaction of ENC Refer data sheet No. 21

Pump House Designing constructing testing and commissioning to be approved by the competent authority of pump houses at following locations including all allied civil works internal external electrical works wiring sanitary work excavation in foundatiom im all kinds of soils co toilet co septic tanks of capacityof required users internal and external 150W LED flood street lighting external landscaping dewateringincluding PF 5 Ton chain pulley Gantry alongwith MS rrail along longitudnal wall of approved ISI make electrically operated alongwith all allied accessories and painting with asian ultima with priming coat and wall putty and fire fighting system complete including site development as directed by engineer in charge. The contractor shall provide 6 sets of approved drawing with design and one soft copy to the department. Refer Vol II Technical specification Vol III Data sheet 1 Pump house at Stage 1 of area 107.64 sqm

Pump house at stage 2 of area 272.50 sqm

Pumping Machinery Sump well To Stage 1 Pumping Machinery Sump well To Stage 1 PUMPING MACHINERY SUBMERSIBLE Providing and erection of submersible Raw water polder pump sets at Raw water stage of KSB Calama Johnston Crompton BS SABAR Oswal Kirloskar make or of approved make by JSV HP list attachedconforming to latest relevant BIS Code 8034 2002 upto latest ammendments. The pump should have impellers of suitable alloys as per BIS 5659 1970 with latest amendments if any suitable for Raw water with 2500 PPM turbidity having water lubricated bearing bush and stainless steel shaft with stator on motor side and with soft protection sleeve on pump side ensuring better life for shaft coupled to a submersible squirrel cage electric induction motor water proof type of required HP RPM 2900 KSB SU make conforming to BIS 9283 1979 latest with up to date amendments totally dust and water proof for submersible duly isolated from the pump by intermediate casing with double mechanical seal in oil chamber and grease packed lubricated to with stand long vertical loads with minimum wear and tear. It should also be fitted with a device to take up expansion of water with the heating of motor. The pump should include water level guards erection clamps cable clips and depth gauge with upto date amendments. It should include cost of bearing nuts bolts and painting etc. The pumping machinery shall be installed and anchored properly. All electrical equipments such as Starter ICTP switches MCB Bus bar chamber MCB Panel board indicating lamps digital Ammete ,digital 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 erection and testing complete involving all wear and tear at the time of erection and testing The work should be completed to the entire satisfaction to theENC The rates shall be for complete Job to run the machinery in proper working. and should meet with the requirements. Booster stageRefer Vol II Technical specification Vol III, Data sheet No. 9. All accessories for commissioning of the pumping machine with the automation equipments as per data sheet No. 14 shall be included in the cost and nothing extra will be paid in this account.At sump well 2 sets x20 40 HP 1 working 1 standby Design discharge 24.81 LPS with head of 29.30 metres

Pumping Machinery at Pump house 1 PUMPING MACHINERY CENTRIFUGALSupply Installation Testing Commissioning of horizontal spindle horizontal redial split casingend suction Back pull out arrangements single double multi stage star rated centrifugal pump or combination of pumps In series parallel of recommended make such as Mather and Platt KSB Beacon Weir Kirlosker BE Jyoti or of approved make by JSV HP list attached as per BIS 1520 1980 with upto date ammendments read with IS 9137 1978 as per latest edition suitable for lifting water for under mentioned characterestics with impellers priming funnels,casing ring and shaft sleeves shaft with cast iron casing coupled directly through a flexible coupling on a common MS Cast steel base plate base plate to be from the manufacturer of the pumping unit only to slip ring squirrel cage screen protected drip proof induction motor motors of standard make such as Kirlosker BHEL Crompton NGEF GEC Siemens Jyoti ABB and suitable for operation on 415 15 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 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 earthing specials and wastage etc complete suitable for operation the following requirement data given below. Refer Vol II Technical specification Vol III Data sheet No. 10 The motor shall be suitable of running at 415 volt 15 volt atleast. It should include cost of bearing nuts bolts and painting etc and should meet the following requirement as per data sheet including Pump sets working standby All electrical equipments such as Starter, ICTP switches MCB Bush bar 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 erection and 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 cost of stepdown transformer alongwith all its accessories such as cables panels etc. shall be part of the offer including standby arrangement the rate shall be quoted with per set rate of pumping machinery. The HP are indicative.Since the re checking and verify survey 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 accessories etc.The rate shall be worked out on prorata basis after approval of the competent authority and payment will be made accordingly Refer Vol II Technical specification Vol III . All the accessories for commissioning of pumping machinary with the automation equipments as per Data Sheet No. 14 shall be included in the cost & nothing extra shall be paid on this account. Pump house 1 to Pump house 2 Total No.of sets 3 No. of working sets 2 Nos 1 Standby Discharge of each working pump 12.78 LPS. Total Head 513.26 Mtrs. Type of Pump sets Centrifugal 3 sets x175 525 HP Refer data sheet 9 14

Pumping Machinery at Pump house 2 Stage 2 Pump house 2 to MST at Matiyara Type of Pump sets Centrifugal i.e 2 sets x 30 60 HP 1 working and 1 standby Design Discharge of each pump 3.51 LPS with total head 324.10 mtrs

Pump house 2 to MST to Pukhrotu Type of Pump sets Centrifugal i.e 3 sets x75 225 HP 2 working and 1 standby Design discharge of each pump 4.31 LPS Head 708.46 mtrs.

Pump house 2 to MST to Niyari Mode Type of Pump sets Centrifugal i.e 3 sets x 75 150 HP 2 working and 1 standby Design discharge of each pump 6.52 LPS, Head 454.78 mtrs. .

Rising Main Sump well To Water Treatment Plant,Rising Main And Distribution Excavation in foundation, trenches for pipes pits upto all depths in all classification of earth work such as pick work jumper work saturated soil including bailing and pumping out water blasting soft hard rock or chieselling softhard rock where blasting is prohibited in all lifts including trimming and dressing of sides leveling of beds to correct grade ic shoring strutting planking timbering dewatering wherever required stacking the useable unuseable material soil separately after laying jointing testing of pipes, returning the useable soil in trenches in 15 cm layers including consolidating of such deposoited layer by ramming watering then disposing of all surplus excavated soil unusable material as directed with in all leads lifts including restoration unmetalled surfaces to its original condition restoration of metalled cement concrete surfaces shall be measured and paid for separately including cost of diversion for traffic night signals fixing caution boards crossing over trenches for access to houses fencing etc. complete in all respects with in all leads lifts as per directions of Engineer in charge.

Providing, laying, jointing by way of circumferential butt welded joints in three layers by electrical arc welding and testing of MSERW pipe of followimg diameters conforming to following tables as per IS 3183-2007 Latest with upto date amendments having wall thickness and grade as specified below with bevelled ends and capable of withstanding required test pressure in a random length of 5 to 7 metres including manufacturing reducers tapers all short pieces beds etc as per site requirement made from parent tube . The laying of pipe shall include all operations 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 pf pipe. The pipe shall be factory galvanised zinc coating both inside and outside as per IS 4736 1986 with upto date ammendements. with Zinc coating as per relevant IS code. DP Test of butt welded joints complete in all respects should be included. Refer Data Sheet No. 6 7 8 and technical specification volume II .1st Stage and 2nd Stage WTP to Niyari Mode II rising Main WTP to Pukhrotu III rising main 200 mm dia MSERW PIPE ISO 3183 2007 4.8 mm thickness from RD 0 to 160

200 mm dia MSERW PIPE ISO 3183 2007 6.4 mm thickness from RD 0 to 800

200 mm dia MSERW PIPE ISO 3183 2007 6.4 mm thickness from RD 800 to 1000

200 mm dia MSERW PIPE ISO 3183 2007 4.8 mm thickness from RD 1000 to 1600

200 mm dia MSERW PIPE ISO 31832007 4.8 mm thickness from RD 1600 to 2700

200 mm dia MSERW PIPE ISO 3183 2007 4.8 mm thickness from RD 2700 to 2970

150 mm dia MSERW PIPE ISO 31832007 4.8 mm thickness fromRD 0 to 1200

150 mm dia MSERW PIPE ISO 3183 2007 4.8 mm thickness from RD 1200 to 1700

150 mm dia MSERW PIPE ISO3183 2007 4.8 mm thickness from RD 1700 to 4900

150 mm dia MSERW PIPE ISO 3183 2007 4.8 mm thickness from RD 4900 to 6530

125 mm dia MSERW PIPE ISO 3183 2007 5.60 mm thickness from from RD 0 to 1500

125 mm dia MSERW PIPE ISO 3183 2007 4.80 mm thickness from RD 1500 to 4300

125 mm dia MSERW PIPE ISO 3183 2007 4.80 mm thickness from RD 4300 to 5700

Providing laying jointing by way of circumferential butt welded joints in three layers by electrical arc welding and testing of GI pipe of JindalSurya Roshani Tata AST or of approved make by JSV HP list attached of following diameter confirming to IS 1239 2004 Part I plain ended latest with upto date amendements having wall thickness as specified below capable of withstanding required test pressure including manufacturing and fabrication of reducers tapers all short pieces bends ect as per site requirement made from parent tubes. Earth work in trenches will be measured and paid for separately and all operations such as cutting welding and jointing fabrication of bends tees lowering and laying in excavated trench to ensure required level including flushing cleaning and hydraulic testing complete in all respect tp the entire 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 welding electrodes shall be as per IS 814 of Advani Overlikon over cord make. The damaged portion of the pipe and all specials if damaged during laying and jointing operation of pipe made from the parent tube shall be provided anti corrosive treatment by applying two coats of anti corrosive bituminous paints over a priming coat as per AWWA specification C 203 1978. The rates also include entire carriage of material flushing cleaningand hydraulic testing DP test of butt welded joints complete in all respect and to the entire satisfaction of Engineer in Charge with in all leads and lifts WTP to Matiyara I rising Main WTP to Pukhrotu III rising Main Main Tank Niyari to Khopdadhar Main Tank Niyari to Timman 80 mm dia GI Pipe HG IS 1239 2004 wall thickness 4.80 from RD 0 to 600

80mm dia GI Pipe MG IS 1239 2004 wall thickness 4.00 from RD 600 TO 2000

80 mm dia GI Pipe LG IS 1239 2004 wall thickness 3.20 from RD 2000 to 3030

125 mm dia GI Pipe HG IS 1239 2004 wall thickness 5.40 from RD 5700 to 8000

125 MM GI PIPE MG IS 1239 2004 wall thickness 4.80 MM FROM RD 8000 TO 8900

125 mm dia GI Pipe MG IS 1239 2004 wall thickness 4.80 from RD 8900 to RD 9250

GI PIPE 80 MM LG IS 1239 2004 from RD 0 TO 500

GI PIPE 80 MM LG IS 1239 2004 from RD 500 TO 1400

GI PIPE 80 MM LG IS 1239 2004 from RD 1400 TO 2400

GI PIPE 80 MM MG IS 1239 2004 from RD 2400 TO 4500

GI Pipe 40mm dia LG IS 1239 2004 from RD 0 to RD 400

GI Pipe 40mm dia LG IS 1239 2004 from RD 400 to RD 1000

GI Pipe 40mm dia LG IS 1239 2004from RD 1000 to RD 2400

GI Pipe 40mm dia MG IS 1239 2004 FROM RD 2400 to RD 3000

GI Pipe 40mm dia HG IS 1239 2004 fromRD 3000 to RD 4500

GI Pipe 40mm dia MG IS 1239 2004 from RD 4500 to RD 4800

GI Pipe 40mm dia LG IS 1239 2004 FROM RD 4800 to RD 5000

Providing laying and jointing testing in trenches galvanised mild steel tubes or of approved make by JSV HP list attached screwed and socketed. ISI marked conforming to IS 123 latest with upto date ammendments including tube fittings such as bends tees air valves unions and collars etc as per direction and to the entire satisfaction of the engineer in charge earth work in trenches to be measured and paid for separately 50 mm dia nominal bore LG

40 mm dia nominal bore LG

32 mm dia nominal bore LG

25 mm dia nominal bore LG

20 mm dia nominal bore LG

15 mm dia nominal bore LG

Providing MS flanges in pairs for the joints of MSERW pipes mentioned as below and same shall conform to BIS 6392 1971 or of approved make by JSV HP list attached Latest with upto date amendments including the cost of nuts and bolts of required size 3mm thick compressed asbestos fiber synthetic rubber gasket conforming to relevant BIS standards and it shall also iclude carriage of material within all leads and lifts complete in all respect to the best satisfaction and direction as per ENC 1st Stage 2nd Stage WTP to Matiyara I rising Main WTP to Niyari mode II rising main Main Tank Niyari to Khopradhar Main tank Niyari to Timman200 mm dia MSERW PIPE ISO 3183 2007 4.8 mm thickness with Flange Table 5 RD 0 to 100

200 mm dia MSERW PIPE ISO 3183 2007 6.4 mm thickness with Flange Table 34 RD 0 to 800

200 mm dia MSERW PIPE ISO 3183 2007 6.4 mm thickness with Flange Table 28 RD 800 to 1000

200 mm dia MSERW PIPE ISO 3183 2007 4.8 mm thickness with Flange Table 28 RD 1000 to 1600

200 mm dia MSERW PIPE ISO 3183 2007 4.8 mm thickness with Flange Table 28 RD 1600 to 2700

200 mm dia MSERW PIPE ISO 3183 2007 4.8 mm thickness with Flange Table 17 RD 2700 to 2970

80mm dia GI pipe HG IS 1239 2004 wall thikness 4.8 with Flange Table 28 from RD 0 to 600

80mm dia GI pipe HG IS 1239 2004 wall thikness 4 with Flange Table 28 from RD 600 to 2000

80mm dia GI pipe HG IS 1239 2004 wall thikness 3.2 with Flange Table 17 from RD 2000 to 3030

150 mm dia MSERW PIPE ISO 3183 2007 4.80 mm with Flange Table 34 from RD 0 to 1200

150 mm dia MSERW PIPE ISO 3183 2007 4.80 mm with Flange Table 28 from RD 1200 to 1700

150 mm dia MSERW PIPE ISO 3183 2007 4.80 mm with Flange Table 28 from RD 1700 to 4900

150 mm dia MSERW PIPE ISO 3183 2007 4.80 mm with Flange Table 17 from RD 4900 to 6530

125 mm dia MSERW PIPE ISO 3183 2007 5.60 mm with Flange Table 38 from RD 0 to 1500

125 mm dia MSERW PIPE ISO 3183 2007 4.80 mm with Flange Table 38 from RD 1500 to 4300

125 mm dia MSERW PIPE ISO 3183 2007 4.80 mm with Flange Table28 from RD 4300 to 5700

125 mm dia GI PIPE HG ISO 1239 2004 5.40 mm with Flange Table28 from RD 5700 TO 8000

125 mm dia GI PIPEMG ISO 1239 2004 4.80 mm with Flange Table28 from RD 8000 TO 8900

125 mm dia GI PIPE MG ISO 1239 2004 4.80 mm with Flange Table 17 from RD 8900 TO 9250

GI PIPE 80 mm LG flange table 5 from RD 0 to 500

GI PIPE 80 mm LG flange table 17 from RD 500 to 1400

GI PIPE 80 mm LG flange table 28 from RD 1400 to 2400

GI PIPE 80 mm MG flange table 28 from RD 2400 to 4500

GI PIPE 40 mm LG flange table 5 from RD 0 to 400

GI PIPE 40 mm LG flange table 17 from RD 400 to 1000

GI PIPE 40 mm LG flange table 28 from RD 1000 to 2400

GI PIPE 40 mm MG flange table 38 from RD 2400 to 3000

GI PIPE 40 mm HG flange table 38 from RD 3000 to 4500

GI PIPE 40 mm MG flange table 38 from RD 4500 to 4800

GI PIPE 40 mm LG flange table 28 from RD 4800 to 5000

Providing Fixing of brass full way valve with wheel as per approved make by JSV HP of superior quality including chamber complete of the following nominal bore within all leads lifts.50 mm dia nominal bore

40 mm dia nominal bore

32 mm dia nominal bore

25 mm dia nominal bore

20 mm dia nominal bore

15 mm dia nominal bore

Providing and fixing of Cast Iron Sluice valve of Kirloskar KSB Kilburn Leader make or of approved make by JSV HP lista ttached of various dia.conforming to relevant IS code BIS 14842 Class PN 1 capable of withstanding the nominal pressure for the rising mains, with fixing of nuts bolts and gasket sheet having bye pass arrangement complete including cost of chamber in all respect as per direction and to the entire satisfaction of Engineer in charge with in all leads and lifts complete of the following nominal bore within all leads lifts 200 mm dia

150mm dia

125 mm dia

80 mm dia

50 mm dia

Providing and fixing of flanged double acting Air valves Kirlosker KSB Kilburn Leader make or approved make by JSV HP 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 including MS Flanges with table 23 17 5 , bolts and gasket sheet complete in all respect as per direction of Engineer in charge for Rising mains. 200 mm dia

150 mm dia

125 mm dia

80 mm dia

Providing and fixing of Cast Steel non return reflux valve 200 mm 150 mm 125 mm 80 mm dia of kirloskar KSB Kilburn Leader make or approved make by JSV HP list attached of various dia conforming to rlevant IS code BS 1868 capable of withstanding the nominal sheetpressure for the rising mains with fixing of nuts bolts and gasket sheet having bye pass arrangement complete including cost of chamber in all repect as per direction and to the entire satisfaction of Engineer in charge within all leads and lifts complete of the following nominal bore within all leads and lifts for R min from source to WTP200 mm dia class ASA 150

200 mm dia class ASA 300

200 mm dia class ASA 600

150 mm dia class ASA 150

150 mm dia class ASA 300

150 mm dia class ASA 600

125 mm dia class ASA 150

125 mm dia class ASA 300

125 mm dia class ASA 600

80mm dia class ASA 150

80 mm dia class ASA 300

50 mm dia class ASA 150

AUTOMATION OF ENTIRE SYSTEM The tenderer shall automate the scheme aw Pumping machinary and other units. Installation of hardware along with commissioning programming as per user requirement shall be done. The detailed automation proposal shall be got approved by the firm from the competent authority. Firm has to incorporate all the inputs and outputs suggested by the department in the SCADA in all leads and lifts and to the entire satisfaction of Engieer in Charge. 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. Refer data sheet No. 14 Remote Monitoring Automation

Supply,installation commissioning and testing of vaccum operated pressure feed gaseous chlorinator of Toshcon Capital Penwal USA ECOCHLOR USA ENCHLOR USA Jasco or of approved make by JSV HP for chlorination of water at MST's at Matiyara Niyari mode and Pukhrotu consisting of the following components in all leads and lifts as specified below Refer to data sheet no 15 DISINFECTION Gaseous Chlorination Providing installation and commissioning of gaseous type fully vaccum chlorination system having 0-0.1 kg per hour chlorine gas feeding capacity of Toshcon, Capital PENWALT USA ECOCHLOR USA ENCHLOR USA Jasco USA make or of approved make by JSV HP list attached. The system shall have vaccum regulator with inbuilt filter and pressure gauge in built measuring glass with dose rate adjuster vacum ejector ejector non reflux valve 4.0 m long PE tubing as vacum and vent tubing 32 m spanner, ammonia solution etc. in all leads and lifts and to the entire satisfaction of Engineer in charge.

Chlorine gas injector

Providing installation and commissioning SINGLEPHASE MONOBLOCK PUMP 1.5 to 3.0 HP of required dischrge capacity with motor of Kirloskar CromptonGreaves make orof approved make by JSV HP with common steel fabriicated base frame dully grouted at site including starter and cabling including al leads and lifts as per entire satisfaction of Engineer in charge.

Providing installation and commissioning of ISI marked PVC pipe and fitting ball valves lead washers O rings GI pipe and fitting for installtion and groutingof steel stand for ejector of gaseous type chlorination system complete in all respect including all leads and lifts and as per entire satisfaction of Engineer in Charge

Providing and installation of gas filled chlorine gas cylinder of 100 kg capacity as per BIS standard duly certified by the petroluem and explosive safety organisation Govt. of India for filling of chlorine gas required for the scheme including all leads and lifts as per entire sastisfaction of Engineer in Charge.

Providing and supplying of safety kit

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 blasting in soft hard rock or chiseling or wedging out of same where blasting is prohibited in all leads and lifts including trimming and dressing of sides leveling of beds to correct grade including shoring strutting planking timbering and dewatering wherever required stacking usable and unusable material soil separately and after laying jointing and testing of pipes returning he usable soil in 15 cm layer by ramming and watering and then disposing of all surplus excavated soil unusable material as directed within all leads and lifts including restoration of unmetale mattelled surfaces to its original condition restoration of metalled cement concrete shall be measured and paid for separately 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.Functional House Tap Connection Providing and fixing function House Tap connection FHTC to 2135 Nos House Hold under the scheme. Ref data sheet 11 for further details

Providing laying jointing and testing in trenches galvanised mild steel tubes Light grade of approved make by JSV HP tube fitting restoration of concrete surface metalled surface to be measured and paid for separately including all fittings complete to the following nominal bore with all leads and lifts 15mm dia nominal bore LG

Providing fitting and accessories eg tee union nipple elbow wheel valve 1 4 ferrule brass bib cock etc. required for household connections upto domestic storage tank. The 15 mm dia wheel valve shall confirm to BIS 778 1980CL 1 all other GI fitting shall confirm to BIS speification and to the entire satisfcation of Engineer in charge.

Trial run after completion of the work for a period of three months where in the required labour and aterial shall be provided by the bidder and energy charges shall be borne by the JSV during the trial run. The scheme shall be run at the ultimate designwater requirement for a minmum of 90 days as per terms and condition of NIT.