Himachal Pradesh Irrigation And Public Health Department Tender

Automation of the Entire Project:- The tenderer/firm shall provide proposal for automation which comprises of (i) 1 Intake arrangement (ii) WTP OF 1.26 MLD capacity (iii) 1 Nos Pump house (iv) 1 Nos Main Balancing Reservoir (v) 7 Nos Sector Storage tank (vi) Providing and fixing various actuated valves of relevent class and dia as per relevant Data Sheet and technical specification shall be provided in all storage reservoirs at outlets and shall be automated in such a way that these are automattically operated at pre fixed hours/ time or any other logic decided by the department and operated from main SCADA centre at left Bank of Baner Khad Pump house. Electromagnetic flow meters of approved makes shall be provided at each storage reservoir outlets and its output in the shape of total quantum of water delivered in a hour day and month shall be generated at main control station. GSM based devices shall be installed at each tank location, which shall send massages through SCADA station at remote access location at sub division office Haripur.

This data transmission system at each tank consists of field instruments for providing digital and analog signals to data transfer module. This module will have a communication to web data transfer system modle communication. The PLC station will have control station with programmable graphic process, mimics, real time and historical trending face plate and group display, alarm management and report with Laser Jet printers and required furniture. At each tank locations controlling devices shall be installed with water meter sensors, flow transmitters, level transmitters in each tank. Installation of hardware along with commissioning/ programming as per user requirement shall be done. The firm has to submit detailed automation proposal incorporating all the hardware involved owing to above mentioned scope in the technical bid. The detailed automation proposal shall be got approved by the firm from CE Dharamshala . Firm has to incorporate all the inputs and outputs suggested by the department in the SCADA. The makes of Sluice valves shall be Kirloskar/Leader/KSB. The makes for Electrical actuators for automatic valves shall be Marsh/Auma/Rotex. The make for PLC shall be Siemens/Allen Bradly. The makes for Ultra Sonic level sensers shall be ABB/Siemens/E&H/Fobes Marshal. The makes for EM Flow meters shall be of Krohne Marshall/Siemens/ABB/SBEM/George Fishers/E&H.To automised the entire scheme up to junction points of all storage tanks and in data sheet no 9 &10 (Decision for finalisation of proposal lies with the department without assigning any reason) Refer Vol-II Technical specification & Data sheet No.:-9)

Pump House:- Designing, Constructing, Testing & Commissioning of Pump House & Chowkidar Room near WTP including all allied Civil Works, Electrical works, internal lighting, Sanitary work, Site development, cutting/excavation in all kinds of soils, C/o PCC/RCC Retaining walls, Breast walls (3 mtr from the edge of each structure), Toilets, Septic Tanks, External Solar powered Street lighting, External landscaping, Fire Fighting arrangement, Gantry Crane of 3 tonne capacity, 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.The location of pumphouse is near WTP Note:- (Refer Data Sheet No. 4)

Pump house Cum chowkidar / Attendent Qtr at headworks 110 Sqm.(With Gantry System)

PUMPING MACHINERY SUBMERSIBLE :-Supply of star rated enrgy efficient Submersible pumping set of KSB/Calama/ WPIL/ Crompton/BS/ SABAR/ Oswal/ Kirloskar make conforming to latest relevant BIS Code 8034:1976. The pump should be fitted with bronze impeller or suitable alloys suitable for handling Raw water having greased packed bearings and shaft with wound 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 & 2900/1450 rpm of reputed make conforming 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 grease packed lubricated bearings and provided with stainless steel thrust bearing plate to with stand non 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 set should include water level guards, erection clamps , cable clips, depth gauge NRV & Sluice valves of approved class etc. The work should be completed to the entire satisfaction of the Engineer-in – Charge. (Ist stage) For detailed design parameters/ requirements are given in Below. ( Refer to Data Sheet No.6(i)

Booster stage:-22.97LPS with Head of 77.90 m - 2 Nos. i/e 1 Working & 1 Stand By in each ) (Raw water)

PUMPING MACHINERY CENTRIFUGAL :- Supply ,Installation ,Testing & Commissioning of star rated enrgy 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 impellers, priming funnels, casing ring and shaft sleeves of bronze/ steel, shaft of SS:410/AIS 1431 Chrom in plated with cast iron casing coupled directly through a flexible coupling on a Common MS base plate to squirrel cage TEFC/CACA energy efficient motors of standard make such as Kirloskar/BHEL/ Crompton/NGEF/GEC/Siemens/ Jyoti/Area Brown Boven/ABB/CGL The power of electric motor/motors should be at least (+) 10% in excess of the maximum power required by the pump/pumps in the operation range of (+) 10% and (-) 15% of the duty point head. The motor/motors should be as per IS: 325-1978 with upto date amendments read with IS:900-1972. ( Refer to Data Sheet No.6(ii)

It should include cost of bearing nuts, bolts and painting etc and should meet the following requirement (as per data sheet No. 13) 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 wa

Stage 1st - 10.94 LPS with Head of 236.89 m - (3Nos. Set.2 Nos Working & 1 Nos Stand By )

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 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 & 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 & 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 & testing of bevelled ended GMSERW pipe with circumfrential butt welded joints by electrical arc welding ( welding thickness shall be equal to pipe wall thickness) and testing of GMSERW pipe of following dia meters conforming to IS IS/ISO Code 3183-2012 with up to date ammendments, Grade L-290-X42 having wall thickness as specified below capable of withstanding required test pressure, including manufacturing and fabrication of reducers/ tapers , all short pieces, bends etc. as per site requirement made from parent tubes . The laying of pipe shall also include welding of 6% flanged joints and 94% butt welding in three layers (one inner two outer) and all operations such as cutting, welding, jointing, fabrication of bends, tees, making bevelled pipe ends suitable for butt welding , lowering & laying in excavated trenches to ensure required level complete in all respects to the best satisfaction of the Engineer-in-charge (Earth work in trenches and the cost of providing flanges i/c nut & bolts, gasket will be measured and paid for separately) . .The fabricated bends should have three or four cuts having of redius not less then 5 times of dia metrs of pipe. The welding electrodes shall be as per IS 814 of Advani, Oerlikon/L&T of ISI make. The damaged portion of pipe if damaged during laying/jointing,operation of pipe all other special made for the parent tube shall be provided with anticrossibe treatnent or applying the coat of anticrossibe bitumen paint over coat as per AWWA specification C-203-1978. The rate also include entire carriage of material, flushing cleaning & testing pipe D.P.Test of but welded joint complete in all respect & best satisfaction & direction of Engineer in charge.( Refer to Data Sheet No.7)

Booster Stage :- 200 mm dia (1200 Rmt. ) MSERW Pipe IS Code 3183-2012 of 4.80 mm.

Main Stage: Pump house - to Main Tank 200mm MSERW Pipe IS Code 3183-2012 of 4.80 mm.

Main Stage: Pump house - to Main Tank 200mm MSERW Pipe IS Code 3183-2012 of 4.80 mm.

Main Stage: Pump house - to Main Tank 200mm MSERW Pipe IS Code 3183-2012 of 4.80 mm.

Providing MS flanges in pairs conforming to BIS 6392-1971 (latest with up to date amendments) for the joints of GI/MSERW pipes of flange Table & diametre mentioned as below including the cost of nuts and bolts of required sizes, 3mm thick compressed asbestos fiber/synthetic rubber gaskets conforming to relevant BIS standards and it shall also include carriage of materials within all leads and lifts complete in all respect to the best satisfaction and direction of Engineer in charge, The cost of laying, jointing and welding shall be paid in item No-10 &11 for flanged joint.( Refer to Data Sheet No.7)

Table - 5 (200 mm diametre)

Table - 17 (200 mm diametre)

Table - 23 (200 mm diametre)

Providing and fixing double flanged Cast Iron swing check type reflux valve of Leader/Kirloskar or approved make by JSV HP class ASA-150 capable of with standing nominal seat pressure 26.00Kg/cm2 and as per BS:1868/API-6D with M.S flange table-17 duly welded in both faces to make the joint leak proof within all leads and lifts and to the entire satisfaction of Engineer-in-charge. 200mm Dia.( Refer to Data Sheet No.7)

Providing and fixing screwed/flanged CI air valve (Single/double ball type) of Leader/ Kirloskar make conforming to BIS-1452-1990 with upto date ammendments as per class PN-1.0 withstanding a seat pressure 15 Kg/cm2 in rising main within all leads and lifts. 25mm Dia.( Refer to Data Sheet No.7)

Main Reservoir - Designing, Constructing, Testing & Commissioning (to be approved by the competent authority) RCC Circular under 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 (1:1.5:3) in roof slab/dome with provision of inspection path around the dome with all alied Civil Works such as c/o chamber for valves, refilling and disposing of surplus excavated earth with 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 SS ladders inside and MS Laddersoutside, CI cowl type ventilator, SFRC manhole covers with frames of heavy duty 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, be included in the rates of tanks .complete in all respects to the entire satisfaction of the Engineer-in-charge .The contractor shall provide 3 sets of approved drawing and design to the department including cost of site development required as per site conditions. ( Refer to Data Sheet No.5)

C/O Main Tank at Sheera Da Baroh of 650000 Ltrs Capacity.

Gaseous Chlorination alongwith Prefabricated Structure at MBR :- Supplying,errection and commissioning of gaseous chlorination plant at Main Storage Tank Sheera da Baroh (Bagrot) complete in all respect having chlorinator capable to deliver 0-2500 gm/hr of chlorine gas along with 2 No sets of 1W+1S Booster pump set of approved make with electric motor and 2 No sets of 1W+1S water piping from water main to booster pump . It shall also consist of chlorine gas cylinder 100 Kg capacity duly approved by CCE Nagpur and filled with chlorine gas 1 No at each along with chlorine analyzer to indicate chlorine contant level in the chlorinated water to supply. The contractor/firm shall also supply accessories/spares such as Multipurpose cylinder key--1No,lead washers-6No,Ejector Gasket-2sets,Hose Clips-4No,Ammonia Bottle-50ml-1No alongwith safety items covering chlorine leak emergency kit, self contained breathing apparatus, Eye-shower for each unit alongwith providing and installation of 50mm thick 2 Nos Aerocon Panel Prefabricated Structure size 10x9ft made out of ligh weight concrete core composed of portland cement, binders, siliceous & micaceous material aggregare with Tongue & Groove arrangement including one coat of primer and one coat of enamal paint for prefab structure including trusses parting, coloumn etc. with galvalume roofing sheet of Jindal or equivalent make of 0.50 mm thick. The prefetricated rooms should have MS door frame of 30mm flush door and aluminium sliding windows with frame glass 4mm thick safty rods and shutter including mosquito mesh. The structure should have electrical wining (Anchor) with swiches, sockets & Boards and other necessary fitting complete in all respect and to the best satisfaction & direction of Engineer in charge.complete in all respect as per the direction of Engineer-in-charge.(Refer Data Sheet No:-10 for further details.)

laying jointing and testing in trenches (to be level or grade) GI pipe of following dia Medium Class confirming to IS 1239-2004 (latest upto date ammendmends) of grade and wall thickness as specified below, with circumferiancial butt welded joints by electrical arc welding (94% butt welding and 6% flanged joints) with minimum two layers. (Min. welding thickness should be equal to the pipe thickness)(suitable to withstand required hydaulic test pressure in random length 4 to 6 m with plain ends .The laying of pipe confirm to IS 5822-1944 and as per CPHEEO Mannual and will include all operation such as cutting welding and jointing including flushing cleaning and hydraulic testing complete in all respect and to the entire satisfaction of Engineer-n Charge with in all leads & lifts (94% butt welding & 6% flanged joints).( Refer to Data Sheet No.8)

65 mm Medium Class GI/GMS IS 1239-2004

80 mm Medium Class GI/GMS IS 1239-2004

100 mm Medium Class GI/GMS IS 1239-2004

Providing and welding M.S. flanges, conforming to following tables as per IS 6392-1971 (Latest with up to date amendments) with plain end MSERW pipe in three layers with pipes at both ends to make the joint leak proof (The cost of providing and laying of GMSERW pipes and butt welded joint to be measured and paid for separately). The welding of flanges should conform 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 3.00mm conforming to IS 2712-1998. The work shall be done to the entire satisfaction of Engineer in Charge with in all leads and lifts.( Refer to Data Sheet No.8)

Table - 5 (65 mm diametre)

Table - 5 (80 mm diametre)

Table - 5 (100 mm diametre)

Providing and fixing double flanged Cast Ironl swing check type reflux valve of Leader/Kirloskar or approved make by JSV HP class ASA-150 capable of with standing nominal seat pressure 26.00Kg/cm2 and as per BS:1868/API-6D with M.S flange table-17 duly welded in both faces to make the joint leak proof within all leads and lifts and to the entire satisfaction of Engineer-in-charge. ( Refer to Data Sheet No.8)

65 mm dia PN 1.6

80 mm dia PN 1.6

100 mm dia PN 1.6

Providing and fixing screwed/flanged CI air valve (Single/double ball type) of Leader/ Kirloskar make conforming to BIS-1452-1990 with upto date ammendments as per class PN-1.0 withstanding a seat pressure 15 Kg/cm2 in rising main within all leads and lifts. ( Refer to Data Sheet No.8)

Providing and fixing double flanged Cast Ironl sluice valve (with hand wheel) as per IS 780-1984 clasds-I upto 300 mm (i/c brass spindle & as per 2906-1984 class -II ) complete with nuts bolts etc in all respect including carriage as per the direction of Engineer-in charge with in all leads & lifts.( Refer to Data Sheet No.8)

65 mm dia PN 1.6

80 mm dia PN 1.6

100 mm dia PN 1.6

Sector Storage Tank- Designing, Constructing, Testing & Commissioning (to be approved by the competent authority) RCC Circular under 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 (1:1.5:3) in roof slab/dome with provision of inspection path around the dome with all alied Civil Works such as c/o chamber for valves, refilling and disposing of surplus excavated earth with 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, SFRC manhole covers with frames of heavy duty 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, 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. ( Refer to Data Sheet No.5)

C/O Sector Storage Tank 100000 Ltrs capacity at 7 No different locations

UV Tratment Plant :-Providing and Supplying of High Efficiency and Low Pressure LV Lamps, arranged concentrically and easily removable for 1.26 MLD WTP with 54 M3 /H operational flow. The system should have minimum lamp life of 14000 Hrs with calibrated UV intensity monitoring system of reference sensor quality. It should be microprocessor based control system with touch screen graphics abd automatic wiping system. The system should have optiDetect-quartz sleeve breakage detection and variable power output (Optidose) with minimum UV dose of 80mJ/cm2 MS-2 RED UVDGM and UV Transmittance should not be less than 85% and Turbidity handling should be minimum 10 NTU. Sluice valve, CI -Y type strainers, Bends, flanges, Rubber Gasket, Nuts & Boult, 3 Core insulated wire/ cable, Cable trays,welding for fixture & fittings (MS Angle, Plate cutting,etc). Servo stablizer of required KVA. Transporation and Labour Charges. Erection and Commissioning of all the plant equipments, mechanical and electrical items with all leads and lifts as per the satisfaction of Engineer in Charge .The system should have all compliance like Certificate : ONORM M5873-1 and UV Sensor: SO 20101. It should have approval from CE and EMC approved - surpasses prevailing industrial standards Datasheets No.- 3

Providing and laying cement concrete 1:4:8 mix (one cement :four sand :eight stone aggregate 20mm nominal size) and curing complete excluding the cost of form work in foundation and plinth in Retaining wall as per direction of Engineer- in-Charge with in all lead & lifts.

Providing form work with steel plates 3.15milimetres thick welded with angle iron in frame 30x30x5mm So as give a fair finish including centring shuttering , strutting and propping etc. with wooden battans & ballies, height of propping & centring below supporting floor to celing not exceeding 4.00 metres & removal of the same for in situ reinforced concrete & plain concrete work in :-

Walls any thickness.

C/O Anchor Block in cement concrete 1:2:4 (one cement :two sand :four graded stone aggregate 20 mm nominal size) excluding cost of Excavation , form work ,PCC work, and reinforcement & curing complete of as per direction and to the entire satisfaction of Engineer -in-Charge with in all leads and lifts. (The RD wise structural design shall got approved from the competent autrhority prior to construction of Thrust/Anchor blocks) (Size 1.00X1.00X1.00 m)

Providing mild steel/tor steel reinforcement for RCC work including straightening, cutting,bending, Placing in position and binding all complete up to plinth level and above plinth level complete in all respect including carriage of materials in all leads and lifts. and placing in position.

Providing and laying cement concrete 1:3:6(One cement : three Sand : six graded stone aggregate 40mm moninal size) with curing complete excluding the cost of form work in Retaining/wall & Breast/walls, , as per HPPWD specification as per direction of Engineer in charge within all leads and lifts.

Providing and laying cement concrete 1:2:4(One cement : two Sand : four graded stone aggregate 40mm moninal size) with curing complete excluding the cost of form work in Retaining/wall & Breast/walls, , as per HPPWD specification as per direction of Engineer in charge within all leads and lifts.

Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden battons and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4.00mtrs. and removal of the same for in-situ-reinforced and plain concrete work in:-

Vertical surfaces such as wall (any thickness) partitions and the like including attached pilasters, buttresses, plinth & string courses etc.and the like complete in all respect within all leads and lifts as per direction of Engineer in charge.

P/F Fencing Pannel :- P/F Pannel fencing around storage tanks i./c 2nd class brick work ,15mm cement plaster& Manufacturing & Supply of Fencing Pannel of size 1.20 x 1.80 mm of Jali 25 x 25 mm welded to MS Black Tube 32 mm Dia. Dia of 14 guage with MS Flat Cover 20 x 3 mm , MS Hold Fast 7 No made out of MS Flat 32 x 5MM including cutting, welding, painting two coat of red oxide paint complete in all respect.

Road crossing and crossimng of pucca path i/c demolition below ground level upto 1.0 mtr depth, stone/boulder filling, p/l CC 1:3:6 in foundation and plinth, Digging of road for laying of MSERW/GI Pipe(Berms), digging of road for laying MSERW/ GI pipe (crossimgh of mettaled & tarrot road) complete as per the direction of Engineer-in-Charge.( Refer to Data Sheet No.11)