Providing LWSS from Ravi River Sal River to all drought affected scheme in GP Jatkari Kolka Kupada Bhadian Bakatpur Basodhan etc

Amount

HEAD/TRENCH WEIR

C/O RCC trench weir for collection of water across the Sal river including a drain and a clear water tank including excavation in all kinds and types of strata, soil including dewatering, with 1:3:6 concrete in foundation and M-30 in walls and bottom slab, formwork, tor steel reinforcement with anchoring of steel flats with RCC structure trench, a steel gate, RCC wing walls and Toe walls on up stream and down stream conforming to latest specifications, standards and codes. The job also includes providing, laying and jointing of scour pipe consisting of GI / MS pipes special and valves of required classes and dia comlplete in all respects as per direction and to the entire satisfaction of the Engineer-in-charge. (Note:- Refer Vol-II-Technical specifications WTP and Vol-III, Data Sheet No. 1)

DESILTING CHANNEL

C/O RCC Desilting channel of specified length and width including excavation in all kinds and types of strata, soil including dewatering, with 1:3:6 concrete in foundation and M25 in walls and bottom slab, formwork and tor steel reinforcement. The job also includes providing, laying and jointing of scour pipe consisting of GI / MS pipes special and valves of required classes and dia comlplete in all respects as per direction and to the entire satisfaction of the Engineer-in-charge. (Note:- Refer Vol-II-Technical specifications and Vol-III, Data Sheet No. 2)

DESILTING TANK

C/O RCC Desilting tank including excavation in all kinds and types of strata, soil including dewatering, with 1:3:6 concrete in foundation and M-30 in walls and bottom slab, formwork, tor steel reinforcement, plinth protection, RCC smooth finishing in 1:3 and finishing walls with water proofing cement paint in the tank. The job also includes providing, laying and jointing of pipe assembly for inlet, outlet and scour pipe, proper manifiold at outlet including all fittings consisting of GI/MS pipes special, valves of required classes and dia including a chamber and all other accessories required such as MS ladders inside and outside, a proper walk way for Inspection/operation of various units. The tanks shall be hydraulically tested for water tightness with all works shall be conforming to relevant IS codes. The cost of valves and other accessories shall be included in the rates of tanks. 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. (Note:- Refer Vol-II-Technical specifications and Vol-III, Data Sheet No. 2)

STEEL BRIDGE

Construction of steel bridge to safely withstand the loading including excavation in all kinds and types of strata, soil including dewatering, with 1:4:8 concrete in foundation and M-25 in walls and bottom slab for abutments including formwork, tor steel reinforcement and angle Iron for its span as per design conforming to latest specifications, standards and codes. The work shall include supplying of Five sets of structural designs 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. (Note:- Refer Vol-II-Technical specifications and Vol-III, Data Sheet No. 3)

WATER TREATMENT PLANT

Providing, installation, testing and commissioning of water treatment plant 2.15 MLD based 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 mechanical, electrical equipments/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/khad/natural drainage. All types of valves, fittings and all contingent works at village Chuliyara (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 chamber, Raw water tank, C/o Pre-sedimentation tank with Tube settlers, Clari-flocculator, flash mixing, cascade aerator, 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, Drainage channel, panel fencing with steel gate, interconnecting path (Minimum 1.20 metre wide) chemical house, chemical handling and feeding arrangements, back wash units with pumping sets and air compressors including arrangements for disposal of waste of water treatment plant process. Plant building comprising of office / automation room, a room for housing the automated valves. Providing and fixing of lightening arrangements (LED) lights made in the boundary 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 technical specifications. All the structures shall be designed for up lift pressure encountered at footing, as per contour plan uploaded suitable projection structure shall be designed and provided to avoid direct entry of HFL water within treatment premises. (Note:- Refer Vol-II-Technical specifications WTP and Vol-III, Data Sheet No. 4)

PROTECTION WORK

Cutting in earth work and disposal of excavated earth upto all leads and lift. (Note:- Refer Vol-II-Technical specifications and Vol-III, Data Sheet No. 5)

P/L cement concrete 1:6:12 (1cement:6sand:12 graded stone aggrgate 40mm nominal size) in foundation and plinth in retaining walls/Breast walls. (Note:- Refer Vol-II-Technical specifications and Vol-III, Data Sheet No. 5)

Providing form work with steel plates 3.15 milimetres thick welded with angle iron frame 30x30x5milimetres to give a fair finish including centering shuttering and propping etc. height of propping and centering below floor toceiling not exceeding four metres and removal of the same for-in-situreinforced concrete and plain concrete work in : (a) Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttresses, plinth and string courses and and the like includind all leads and lifts as per the direction of Engineer-in-Charge. (Note:- Refer Vol-II-Technical specifications and Vol-III, Data Sheet No. 5)

P/L cement concrete 1:5:10 (1cement:5sand:10 graded stone aggrgate 40mm nominal size) in foundation and plinth with 15%plum and curing complete excluding cost of form work in retaining walls/Breast walls,the size of plums shall usually be 150mm to 300mm as per H.P.P.W.D Specification. (Note:- Refer Vol-II-Technical specifications and Vol-III, Data Sheet No. 5)

PUMP HOUSE

( PUMP HOUSE ) Designing, Constructing, Testing and Commissioning of Pump House and Chowkidar Room at following Locations mentioned below including all allied Civil Works, Electrical works, Sanitay work, cutting/excavation in all kinds of soils, Toilets, Septic Tanks, External Solar powered Street lighting, External landscaping, Fire Fighting arrangement, Gantry Crane(For 7.1 and 7.2), 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. (Note:- Refer Vol-II-Technical specifications and Vol-III, Data Sheet No. 6)

C/O Pump House near Bhuri Singh Power House Chamba at node 1(For Zone No:-IandII) with Gantry Crane

C/O Pump House Chulihara for( Zone No-I,II) at node 2 with Gantry Crane

C/O Pump House Miadi Gala (3rd Stage Zone No-I ) at node 4

C/O Pump House Otra( Kolka) (5th Stage Zone No-II) at node 60

INSPECTION BUNGLOW/HUT

C/o inspection Bunglow/Hut as per the specifications i/c all allied civil works, including site development, including Electrical work, Sanitay work, excavation in foundation in all kinds of soils, c/o Toilets, c/o Septic Tanks of required capacity for required users, external solar powered Street lighting, furniture, crockery items, external landscaping complete in all respects to the entire satisfaction of the Engineer-in-charge. The contractor shall provide 6 sets of approved architectural and structural drawings and designs to the department including cost of site development required as per site conditions. (Note:- Refer Vol-II-Technical specifications and Vol-III, Data Sheet No. 7)

Furniture

Crockery

TYPE-III QUARTER

C/o Type-III quarter as per the specifications in the uploaded architectural drawing i/c all allied civil works, including site development, including Electrical work, Sanitay work, excavation in foundation in all kinds of soils, c/o Toilets, c/o Septic Tanks of required capacity for required users, external solar powered Street lighting, external landscaping complete in all respects to the entire satisfaction of the Engineer-in-charge. The contractor shall provide 6 sets of approved drawings and designs to the department including cost of site development required as per site conditions. (Note:- Refer Vol-II-Technical specifications WTP and Vol-III, Data Sheet No. 8)

SERVICE RESERVOIRS (MAIN, SECTOR and COLLECTION TANKS)

Designing, Constructing, Testing and Commissioning of R.C.C. Circular/Rectangular 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 concrete mix in foundation, walls and bottom slab and M25 in roof slab/dome, formwork, tor steel reinforcement 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 (3 mtr from the edge of each structure), 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, sluice valve chambers and all other accessories required such as MS ladders inside and outside, ventilator 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 and 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. (Note:- Refer Vol-II-Technical specifications and Vol-III, Data Sheet No. 9)

C/O RCC Collection Tank of 3,60,000 Ltr Cap for Zone No.IandII (Stage Ist) without roof cover

C/o RCC Stotage Tank 292000 Ltrs at Node-4

C/o RCC RCC C/T-3= 219000 Ltrs at Node-4

C/o RCC Stotage Tank 329000 Ltrs at Node-5

C/o RCC Stotage Tank 10000 Ltrs at Node-32

C/o RCC Stotage Tank 89000 Ltrs at Node-7

C/o RCC Stotage Tank 55000 Ltrs at Node-8

C/o RCC Stotage Tank 36000 Ltrs at Node-9

C/o RCC Stotage Tank 22000 Ltrs at Node10

C/o RCC Stotage Tank 119000 Ltrs at Node-18

C/o RCC Stotage Tank 20000 Ltrs at Node-18A

C/o RCC Stotage Tank 34000 Ltrs at Node-19

C/o RCC Stotage Tank 93000 Ltrs at Node-20

C/o RCC Stotage Tank 20000 Ltrs at Node-40

C/o RCC Stotage Tank 112000 Ltrs at Node-21

C/o RCC Stotage Tank 85000 Ltrs at Node-22

C/o RCC Stotage Tank 20000 Ltrs at Node-41

C/o RCC Stotage Tank 110000 Ltrs at Node-26

C/o RCC Stotage Tank 94000 Ltrs at Node-27

C/o RCC Stotage Tank 20000 Ltrs at Node-24

C/o RCC Stotage Tank 10000 Ltrs at Node-25

C/o RCC Stotage Tank 25000 Ltrs at Node-3

C/o RCC Stotage Tank 29000 Ltrs at Node-30

C/o RCC Stotage Tank 10000 Ltrs at Node-31

C/o RCC Stotage Tank 170000 Ltrs at Node-23A

C/o RCC Stotage Tank 152000 Ltrs at Node-23

C/o RCC Stotage Tank 73000 Ltrs at Node-28

C/o RCC Stotage Tank 10000 Ltrs at Node-24A

Zone-II

C/o RCC Stotage Tank 194000 Ltrs at Node-60

C/o RCC C/T-4= 163000 Ltrs at Node-60

C/o RCC Stotage Tank 244000 Ltrs at Node-61

C/o RCC Stotage Tank 110000 Ltrs at Node-63

C/o RCC Stotage Tank 47000 Ltrs at Node-64

C/o RCC Stotage Tank 20000 Ltrs at Node-65

C/o RCC Stotage Tank 70000 Ltrs at Node-116

C/o RCC Stotage Tank 23000 Ltrs at Node-71

C/o RCC Stotage Tank 20000 Ltrs at Node-72

C/o RCC Stotage Tank 10000 Ltrs at Node-76

C/o RCC Stotage Tank 10000 Ltrs at Node-79

C/o RCC Stotage Tank 86000 Ltrs at Node-87

C/o RCC Stotage Tank 49000 Ltrs at Node-88

C/o RCC Stotage Tank 59000 Ltrs at Node-123

SUPPORTING PILLARS

C/O RCC Supporting Pillars in Rising Mains and Gravity mains for crossing of pipes at small nallahs at various RD's, as per site requirement with RCC M25 including excavation and form work complete in all respects with in all leads and lifts as per the direction and to the entire satisfaction of the Engineer-in-charge. (Note:- Refer Vol-II-Technical specifications and Vol-III, Data Sheet No. 10)

ANCHOR BLOCKS

C/O Anchor blocks at various Rds, for Rising mains including excavation, form work, providing and laying 1:1.5:3 R.C.C. in foundation, footing, base of column and Tor steel Reinforcement work of bending, binding and placing in position complete in all respects with in all leads and lifts as per the direction and satisfication of the Engineer-in-Charge. (Note:- Refer Vol-II-Technical specifications and Vol-III, Data Sheet No. 11)

B.P TANK

Providing and fixing Pressure break tank made of MS Sheet (2.00mm thick) welded around complete with 40 mm nominal bore galvanised mild steel over flow tubes with fitting and mosquito proof coupling of approved municipal design 15 mm nominal bore ball valve and mosquite proof galvanised mild steel cover with locking arrangement including providing pads of size as required for inlet and out let tubes and inside painting with a priming coat of red lead and three coats of bitumenous paint including housing up to a height of 10 mtrs above ground level with in all leads and lift as per direction of Engineer-in-charge. (Note:- Refer Vol-II-Technical specifications and Vol-III, Data Sheet No. 12)

Schedule A-2 Pumping Machionery and electrical work

(CENTRIFUGAL PUMP SETS) Supply, Installation, Testing and Commissioning with automation (To be paid separately) of horizontal spindle, horizontal/radial 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 or approved make of JSV 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 grade 45C8/ 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 or approved make of JSV and suitable for operation on 400 (+10% ) 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 and common header, alongwith electrical control panel with soft starters; as per requirement of pumping machinery. Complete work is inclusive 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 and complete as per Tender Specifications and instructions of the Engineer in charge. (Note:- Refer Vol-II-Technical specifications and Vol-III, Data Sheet No. 13)

Centrifugal Pumps:- 3 sets ( 2 working + 1 stand - bye) of discharge 16.56 lps each and total head of 363.29 Mtrs (1st Stage) (Zone-IandII) (Raw water) with 16 Hours Pumping.

Centrifugal Pumps:- 3 sets ( 2 working + 1 stand - bye) of discharge 9.70 lps each and total head of 833.42 Mtrs (2nd stage) (Zone-I) with 16 Hours Pumping.

Centrifugal Pumps:- 3 sets ( 2 working + 1 stand - bye) of discharge 5.14 lps each and total head of 579.33 Mtrs (4th stage) (Zone-I) with 16 Hours Pumping

Centrifugal Pumps:- 3 sets ( 2 working + 1 stand - bye) of discharge 6.85 lps each and total head of 430.47 Mtrs (3rd Stage) (Zone-II) with 16 Hours Pumping

Centrifugal Pumps:- 3 sets ( 2 working + 1 stand - bye) of discharge 3.82 lps each and total head of 729.08 Mtrs (5th Stage) (Zone-II) with 16 Hours Pumping

Schedule A-3-Rising Mains

Excavation in foundation, trenches ( for pipes and 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 and dewatering wherever required, stacking the useable and unuseable material /soil separately and after laying jointing and testing of pipes returning the useable soil in trenches in 15 cm layers including consolidating of such deposoited layer by ramming and watering and then disposing off all surplus excavated soil /unusable material as directed within all leads and lifts including restoration of unmetalled surfaces to its original condition and 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 and lifts as per directions of the Engineer-in-charge.

In Pick Work

In Jumper Work

In Hard Chiselling Work

Providing, laying, fixing, jointing and testing in trenches of MSERW pipe (Zinc coated) circumferential butt welded pipes including cost of flanged bends of all degrees conforming to IS/ISO:3183-2007 with steel grade L-210 or A, L-290 or X-42 and L-360 or X-52 of latest edition having wall thickness as specified below with plain ends 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.The M.S. Flanges are to be provided for 5% of total joints and remaining 95% joints with butt welded joints as detailed below. The laying of pipe shall include all operations such as cutting, welding, jointing, providing and fixing of MS flanges, 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 (zinc coating both inside and outside) as per IS:4736 -1986 (with up to date amendments). The welding electrodes shall be as per IS 814:2004 of Advani Oerlikon/ LandT or ISI marked make. The tolerance in thickness and mass/weight of pipe will be accepted as per relevant BIS code. The rates also include entire carriage of material, flushing, cleaning and hydraulic testing, DP test of butt welded joints complete to the best satisfaction and direction of the Engineer in charge with in all leads and lifts. (Earth work in trenches and the cost of providing M.S. Flanges i/c nutsand Bolts ,Welding of flanges,gasket will be measured and paid for seperately). (Note:- Refer Vol-II-Technical specifications and Vol-III, Data Sheet No. 14)

Zone IandII (Feeder Pipe)

300 mm dia L210 or A (4.80 mm wall thickness) with flange table 5

Zone IandII (Ist Stage)

250 mm dia L290 or X42 (5.60 mm wall thickness) with flange table 28

250 mm dia L290 or X42 (6.40 mm wall thickness) with flange table 28 and 34

250 mm dia L290 or X42 (4.80 mm wall thickness) with flange table 28,23,17,11 and 5

Zone I ( 2nd Stage)

200 mm dia L360 or X52 (8.70 mm wall thickness) with flange table- 38

200 mm dia L360 or X52 (7.90 mm wall thickness) with flange table 38

200 mm dia L360 or X52 (7.10 mm wall thickness) with flange table 38,34

200 mm dia L360 or X52 (6.40 mm wall thickness) with flange table 34

200 mm dia L360 or X52 (5.60 mm wall thickness) with flange table 34

200 mm dia L360 or X52 (4.80 mm wall thickness) with flange table 28,23,17,11 and 5

Zone II (3rd Stage)

150 mm dia L290 or X42 (4.80 mm wall thickness) with flange table- 34 and 28

Zone IandII (4th and 5th Stage)

125 mm dia L290 or X42 (6.60 mm wall thickness) with flange table- 34

125 mm dia L290 or X42 (5.60 mm wall thickness) with flange table- 34

125 mm dia L290 or X42 (4.80 mm wall thickness) with flange table- 34 and 28

125 mm dia L290 or X42 (7.90 mm wall thickness) with flange table- 38

125 mm dia L290 or X42 (7.10 mm wall thickness) with flange table- 38

Providing and welding M.S. flanges at 5 % joints flanged, conforming to following tables as per IS 6392-1971 (Latest with up to date amendments) with plain end MSERW pipe /GI pipe by two layers on outer faces and one layer on inner face to make the joint leak proof (The cost of providing and laying of MSERW /GI pipes and butt welded joints 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 and bolts. The thickness of gasket sheet not less then 3.00 mm conforming to IS 2712-1998. The work shall be done to the entire satisfaction of the Engineer in Charge with in all leads and lifts.

Zone IandII (Feeder pipe) 300mm Dia

Flange Table-5

Zone I andII(Ist Stage) 250mm dia

Flange Table-34

Flange Table-28

Flange Table-23

Flange Table-17

Flange Table-11

Flange Table-5

Zone I ( 2nd Stage) 200mm dia

Flange Table-38

Flange Table-34

Flange Table-28

Flange Table-23

Flange Table-17

Flange Table-11

Flange Table-5

Zone II (3rd Stage) 150 mm dia

Flange Table-34

Flange Table-28

Flange Table-17

Flange Table-5

Zone IandII (4th and 5th Stage) 125 mm dia

Flange Table-38

Flange Table-34

Flange Table-28

Flange Table-17

Flange Table-5

Supply of Kirloskar/Kilburn/TVC/Fouress/Gled/ BHEL/Leader/Kartar of suitable size Cast Carbon Steel double flanged swing check type reflux valve having bye-pass arangement and size equal to Rising main and shall be suitable for with standing nominal seat pressure conforiming to Class ASA-300 and ASA-600 as per BIS 1868- (API-600).

250 mm Dia. ASA 300=Ist Stage (Zone-IandII)

200 mm Dia. ASA 600=2nd Stage (Zone-I)

150 mm Dia. ASA 300=3rd Stage (Zone-II)

125 mm Dia. ASA 600=4th Stage (Zone-I)

125 mm Dia. ASA 600= 5th Stage (Zone-II)

Supply of Kirloskar/Kilburn/TVC/Fouress/Gled/ BHEL/Leader/Kartar of suitable size Cast Carbon Steel double flanged Sluice valve having bye-pass arangement and size equal to Rising main and shall be suitable for with standing nominal seat pressure conforiming to Class ASA-300 and ASA-600 as per BIS 1868- (API-600).

250 mm Dia. ASA 300=Ist Stage (Zone-IandII)

200 mm Dia. ASA 600=2nd Stage (Zone-I)

150 mm Dia. ASA 300=3rd Stage (Zone-II)

125 mm Dia. ASA 600=4th Stage (Zone-I)

125 mm Dia. ASA 600= 5th Stage (Zone-II)

Providing double flanged Cast iron sluice valve of Kirloskar/Leader/ Bir /Kartar make classPN: 1.0 for the feeder pipe and capable of with standing the nominal seat pressure as per IS: 780-1984 with upto date ammendments and as per direction andto the entire satisfaction of Engineer-in-Charge with in all leads and lifts.

300 mm Dia. PN-1.00=Feeder pipe(For Scouring and by pass arrangement to control the supply)

Providing and fixing of Cast steel air valve of (single ball type) of Leader make capable of with standing the nominal seat pressure conforming to BIS :14845-90 complete in all respects. (80 mm dia )

80 mm Dia. ASA 300=Ist Stage (Zone-IandII)

80 mm Dia. ASA 600=2nd Stage (Zone-I)

80 mm Dia. ASA 300=3rd Stage (Zone-II)

80 mm Dia. ASA 600=4th Stage (Zone-I)

80 mm Dia. ASA 600= 5th Stage (Zone-II)

Constructing chamber for sluice valve, with ci surface box 100 mm top diameter,160 mm bottom dia. and180 mm deep (inside) with chained lid and rcc top slab 1:2:4 mix (1cement: 2sand: 4 graded stone aggregate of 20 mm nominal size) 100 mm thick foundation concrete in 1:4:8 (1cement: 4sand: 8 graded stone aggregate of 40 mm nominal size) and finished with a floating coat of neat cement including curing complete having 1800 mm x 1800 mm x 1200 mm inside size (with 150 mm thick walls of rcc 1:2:4 (1cement: 2sand: 4 graded stone aggregate of 20 mm nominal size) complete with form work and nominal reinforcement.

Schedule A-4 Distribution System

Excavation in foundation, trenches (for pipes and 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 chiselling 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 and dewatering wherever required, stacking the useable and unuseable material /soil separately and after laying jointing and testing of pipes, returning the useable soil in trenches in 15 cm layers including consolidating of such deposoited layer by ramming and watering and then disposing of all surplus excavated soil /unusable material as directed with in all leads and lifts including restoration of unmetalled surfaces to its original condition and 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 and lifts as per the directions of the Engineer-in-charge.

In Pick Work

In Jumper Work

In Hard Chiselling Work

Providing, laying, jointing and testing in trenches galvanised mild steel tubes screwed and socketed, ISI marked, conformining to IS :1239 of make and latest with upto date ammendments including tube fitting 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). (Note:- Refer Vol-II-Technical specifications and Vol-III, Data Sheet No. 15)

15 mm dia (Light Class)

25 mm dia (Light Class)

32mm dia (Light Class)

40mm dia (Light Class)

50 mm dia (Light Class)

Providing, laying, jointing with circumfrential butt welded joints by electrical arc welding (welding thickness shall be equal to pipe wall thickness) GI flanged pipes after every 100 mtr of pipe of following diameter conforming to IS 1239-1990 (Part-II), having wall thickness as specified below capable of withstanding required test pressure, including manufacturing and fabrication of reducers/ tapers, all short pieces, etc. as per site requirement made from parent tubes. (Earth work in trenches and the cost of providing flanges i/c nut and bolts, Welding of flanges, gasket will be measured and paid for separately) and all operations such as cutting, welding, jointing, fabrication of tees i.e. lowering and laying in excavated trench to ensure required level including flushing, cleaning and hydraulic testing at manufacturer premises as per relavent code and specifications complete in all respects to the entire satisfaction of the Engineer in charge. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ LandT or ISI marked make. The rates also includes entire carriage of material, flushing, cleaning and hydraulic testing, D.P. test of butt welded joints complete in all respects and to the best satisfaction and direction of the Engineer-in-charge with in all leads and lifts. (Note:- Refer Vol-II-Technical specifications and Vol-III, Data Sheet No. 15)

65 mm dia (GMS Pipe Plain Ended) M. Class Flange table -5

80 mm dia (GMS Pipe Plain Ended) M. Class Flange table -5

100 mm dia (GMS Pipe Plain Ended) M. Class Flange table -5

Providing and welding M.S. flanges at 5 % joint flanged, conforming to following tables as per IS 6392-1971 (Latest with up to date amendments) with plain end MSERW pipe /GI pipe by two layers on outer faces and one layer on inner face to make the joint leak proof (The cost of providing and laying of MSERW /GI 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 and bolts. The thickness of gasket sheet not less then 3.00 mm conforming to IS 2712-1998. The work shall be done to the entire satisfaction of the Engineer-in-Charge with in all leads and lifts.

100 mm dia (GMS Pipe Plain Ended ) M. Class Flange table -5

65 mm dia (GMS Pipe Plain Ended ) M. Class Flange table -5

80 mm dia (GMS Pipe Plain Ended ) M. Class Flange table -5

Schedule A-5 Remote monitoring (Automation)

AUTOMATION OF ENTIRE SYSTEM:- The tenderer/firm shall automate the scheme a/w WTP, Pumping machinery and other units- 4 No Main storage tanks. Installation of hardware including Industrial Grade 4U Rack mount PC 400Watt, ATX Industrial Grade Power Supply, Industrial Grade Mother board, Intel core-i5 processor, 8 GB RAM, 480 GB SSD, 2 x Ethernet Port, 2 x Serial Com Port 4 x USB Port DVD R/W, Logitech Key board and mouse 18.5" Dell make monitor, Windows-10 Professional operating system, Intelligent Communication Gateway for IoT application, Webaccess SCADA with 1500 Tag, MS SQL, Energy Saving Starter with variable frequency, ultrasonic water level sensor, NRV/Reflux valve, Actauted valve, Flow meter, PLC, IOT and Automation Panel 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 Engineer-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. Scope of automation containing 4 No. pump houses, 4 No. MBR's, WTP and Chlorination system with SCADA main station at Chuliara.

Control and Monitoring

SCADA, HMI, PLC and IOT based system . It should control the starter panel like Soft Starter. It should take inputs from all field instruments like Ultrasonic Level Sensor, Flow Meters, Actuated Valves, Pressure Transmitter and Water analyzers, etc and also it should give command to Valves for opening and closing, Pumps for On and Off etc. It should be customized with various modules in a Rack format like Highly efficient CPU (0.06 Micro Sec/Instruction), Digital Inputs, Digital Outputs, Analog Inputs, Analog Outputs, RTC, Power Supply, Communication Modules for Modbus, Ethernet, Profinet, TCP/IP. HMI (Human Machine Interface) Range:- 10” TFT colour LCD, High performance HMI with 1GHz Dual-Core CPU, Aluminum body and tempered glass (IP66, Conforming to the UL type 4x, NEMA 4x standard), Capacitive Responsive touch screen (Use touch screen either with bare hands or with gloves), Multi-touch and gesture-control screens, HDMI Port-Dual screen display, Sound Output, lash memory:- 1GB, Operating RAM memory:- 1GB, 2 Ch Ethernet (Gate way function with 2 port Ethernet), 1 Ch RS-485/422, Built-in features:- Multi-Language, 9 security levels, Memo pad function, Alarm Function, Data Logging, PDF Viewer, Scheduler, Recipe Management, Script, Offline Simulator / Able to Link with PLC Simulator, XT-Server Function*, XT-Remote*, Web-Server*, E-mail Function* (Note:- Refer Vol-II-Technical specifications and Vol-III, Data Sheet No. 16) 1 Nos each pumping station

Starter Panel

Soft Starter Panel of Heavy Duty along with Semi Conductor Fuses, Control Transformer, Voltage Surge Supressor Type 1 and Type 2 (Lighting Surge and Transformer Surge), motor protection relays of appropriate capacity suitable for the specified motor for smooth start and smooth stop of pumps and for the energy conservation in the system. All Protections inbuilt as Standard:- Dry Run Protection, Over Voltage, Under Voltage, Ground Fault, Overload, Phase reversal, Single Phasing, etc. 1 Nos Each 1 Nos Each Motor

Ultrasonic Level Transmitter

Ultrasonic Level Transmitter of range upto 8 mtrs to analyse the water level and also to indentify the volume of tank. It should have options of Rs 485 Communication and 4-20mA so that the information related to water level and volume of water should be monitored in SCADA. 1 Nos Each Sump Well

Electromagnetic Flow Meter

Electro-magnetic flow meter to anaylyse the Flow, Discharge and Totaliser. It should have options of Rs 485 Communication and 4-20mA so that the information related to discharge, Flow and Totaliser should be monitored in SCADA. It should have Remote Display, Accuracy-0.5%, 4-20mA + Rs 485 Output, Flange-CS-DIN Std, Lining-Hard Rubber, Electrode-SS316, Measuring Tube SS304, Coil Housing CS and sensor protection IP-68, Controller protection- IP-67. At Each Booster Line, Rising Mains, Distribution of Tank

Monitoring of Power Quality Parameters

System to provide the values of power quality parameters like current, voltage, PF, Total Harmonic distortion, Kwh, Kvar etc. These valves should be depicted in SCADA system on real time basis. Each Motor

Panel Board

Supply, installation, testing and Commissioning of rust free powder coated Panel board to accomodate all the electrical and electronics equipments. It should be capable enough to handle the following faults like short circuit, over current, under current, over voltage, under voltage, dry run protection and phase loss with LED ON/OFF and TRIP indicators, Power Quality Monitoring and Controlling Relay at the Incomer Feeder, should be fitted with surge suppressor device suiatble to protect against class-1 and 2 surges. 1 Job

Multi-Function online meter to record PH, ORP, TDS, DO, Turbidity, Temperature of the treated water at the clear water tank/reservoir meeting the control criteria. 1 Nos Each Sump Welll

Multi-Function online meter to record PH, ORP, TDS, DO, Turbidity, Temperature of the treated water at the clear water tank/reservoir meeting the control criteria. 1 Nos each slected Sector tank

Pumping efficinecy monitoring system capable of online monitoring of suction temperature and pressure and the delivery temperature and pressure, head efficiency and flow rate of suitable range and standard make with all accessories such as stop cock, copper tubing, etc conforming to the latest BIS specifications with up to date amendments meeting the protection and control criteria. 1 Nos Each Pump

Water treatment plant control and monitoring system

Water treatment plant control and monitoring system for auto preset operation of supply valve, doser within the WTP and delivery tanks with remote monitoring and control. 1 Nos Each Water treatment plant

The Automatic Water Pumping station and water treatment plant system network architecture including peripheral devices, accessories and software with the capability to run multiple water pumping station without any manual intervention with inbuilt protection system with remote access for protection, control, data collection and monitoring the device from the designed master station (with different access levels from sectional to zonal level) meeting the protection and control criteria in all respect including all leads and lifts and as per satisfcation of Engineer in Charge. 1 Nos Each Pumping Station

Motorised Actuated Valves

Suitable size cast steel/Cast iron double flanged automated/Self actuated sluice valve having size one size higher than the nominal delivery size of pump and capable of withstanding the specified nominal seat pressure and conforming to API standards with up to date amendments for delivery line of pump (including one number for common header) (Note:- The sluice valve shall confirm to BIS 780-1984 latest with up to date amendments. However, if the seat pressure exceeds the limits prescribed in BIS 780 than the sluice valves shall be of cast steel conforming to Class ASA) (Specified seat pressure) As per BS 1414 API compatible with the automation system meeting the protection and control criteria. 1 Nos Each Pump

Erection/commissioing and testing of all equipments i/c cost of peripherals devices, cables of appropriate rating, accessories, software, tees, bends, tapers and ant bother fittings required as per the site conditions and the technical specifications including all leads and lifts as per entire satisfaction of engineer-in -charge. 1 Job

Schedule A-6-Disinfection System

(Disinfection System) Supply, installation, Commissioning and testing of vaccum operated, pressure feed gaseous Chlorinator of Toshcon, Capital , PENWALT(USA)/ECOCHLOR (USA)/ENCHLOR (USA)/Jasco (USA) make for chlorination of water at MBR-1, MBR-2, MBR-3 and MBR-4 consisting of the following components in all leads and lifts as specified below. (Note:- Refer to Vol-II Technical specifications and Vol-III, Data sheet No. 17)

Providing installation and commissioning of gaseouos type fully vaccum chlorination system having 0-1.0 kg per hour chlorine gas feeding capacity of Toshcon, Capital, PENWALT(USA)/ECOCHLOR(USA)/ENCHLOR(USA)/Jasco (USA) make. The system shall have vacuum regulator with inbuilt Filter and Pressure Gauge, in-built Measuring Glass with dose rate adjuster, Vacuum ejector, Non Return Valve, 4.0 m long PE tubing (As Vacuum and Vent tubing), 32 mm Spanner, Ammonia Solution etc. in all leads and lifts and to the entire satisfaction of Engineer-in-charge (Set of 2 No:- 1 W + 1 SB)

Chlorine Gas Injector (Set of 2 No:- 1 W + 1 SB)

Providing installation and commissioning single phase monoblock pump 1.5 to 3.0 HP of required discharge capacity with Motor of Kirloskar/Crompton Greaves make with common steel fabricated base frame duly grouted at site including starter and cabling including all leads and lifts and as per entire satisfaction of Engineer-in-charge. (Set of 2 No:- 1 W + 1 SB)

Providing, installation and commissioning of ISI marked PVC pipe and fittings, ball valves, Lead washers, O-Rings, G.I. pipe and fitting for installation and grouting of steel stand for ejector of gaseous type chlorination system complete in all respect including all leads and lifts and as per the entire satisfaction of the Engineer-in-charge. (1 Lot)

Providing and Installation of gas filled chlorine gas cylinder of 100 kg capacity as per BIS standards duly certified by the petroleum and explosive safety organization Govt. of India for filling of chlorine gas required for the scheme including all leads and lifts and as per the entire satisfaction of Engineer-in-charge. (2 Nos)

Providing and Supplying of Safety kit, self contained breathing apparatus eye shower (1 Lot)

Schedule A-7 - Miscellaneous

Fencing work around Pump Houses, other civil structures with panel fencing as per the specifications and as per data sheet complete in all respects to the entire satisfaction of the Engineer-in-charge. (Note:- Refer to Vol-II Technical specifications and Vol-III, Data sheet No. 18.1)

Fencing work around MBR’s/SR’s with barbed wire fencing as per the specifications and as per data sheet complete in all respects to the entire satisfaction of the Engineer-in-charge. (Note:- Refer to Vol-II Technical specifications and Vol-III, Data sheet No. 18.1)

INSPECTION VEHICLE

Inspection Vehicle Mahindra Bolero Camper Model BS6 White-: Providing and supplying of Inspection Vehicle Mahindra Make Model Bolero Camper 4x4 diesel engine 2523 CC with Power steering, power window, anti lock breaking system, Air conditinor, Passenger airbag with automatic climate change heaving capacity five seater, and has power 62 BHP @ 3200 rpm including all accessories complete in all respects. (Note:- Refer to Vol-II Technical specifications and Vol-III, Data sheet No. 18.2)

APPROACH ROAD

C/O Approach road for WTP, Pump houses and inspection hut including Road Widening, Cross Drainage Work and Metalling and Tarring (As per detail attached) (Note:- Refer to Vol-II Technical specifications and Vol-III, Data sheet No. 18.3)

HARJEET SINGH

Vishwa Infrastructures& Services Pvt Ltd