Providing source level augumantaion for multi villages schemes i.e. LWSS Andrana Bandhan,LWSS Alampur,LWSS Harsi Sanghole,LWSS Tikkari Ghumarnu,LWSS Upper Lambagaon, LWSS Harot Karanghat,LWSS Uttrapur under Jal Jeevan Mission block in Lambagaon under

Amount

Schedule A1-Source, At lower Lambagaon ( Near Kunjdwar Temple)

Construction of reinforcement cement concrete Percolation Well 6.00 mtrs Dia & 10.00 Mtrs deep as required at site cost of mateial and carriage of material within all leads and lifts as per the direction of Engineer-in-charge.

Near River Beas (Right Bank)

Note:- (Refer Vol-II-Technical specifications & Vol-III, Data Sheet No.1 )

(Schedule A2- Civil Works) Rapid Sand Filter Bed

Providing, installation, testing and commissioning of water treatment plants 2.92 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/khud/natural drainage, all types of valves, fittings and all contingent works at village Balllah (Location) capable of taking input and giving output as laid down in chapter-I of CPHEEO manual under all climatic conditions specified therein. The treatment plant includes C/O Inlet chambers, Raw water tank, C/O pre-Sedimentation tanks, Clariflocculator , 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 . Bleaching power solution chlorination is to be provided for disinfection, drainage channel, interconnecting path (Minimum 1.20 metre wide) chemical house, chemical handling and feeding arrangements gaseous chlorination units, back wash units with pumping sets and Air compressors including arrangements for disposal of waste of water treatment plant process, Plant building comprising with office, / automation room , room for housing the automated valves. Providing and fixing of lightening arrangements (LED) lights made in the boundry unit of plant area, Providing and fixing all electrical/Mechanical equipments, proper walk way for Inspection/ operation of various units. Sizes shall be based on manual of water supply and treatment published by CPHEEO, Ministry of Urban development (GOI) New Delhi. The design of various units shall conform to relevant Codes and specifications. All the hydraulic stuctuctures shall be designed and constructed in RCC M30 design shall be carried out as per design sheet chapter No.1 & technical specification No.1. All the structure shall be designed for up lift pressur encountred 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 & Vol-III, Data Sheet No.3)

UNDER GROUND MAIN & SERVICE RESERVOIRS

Designing, Constructing, Testing & Commissioning R.C.C. Circular/Ractangular partially underground storage tanks as per capacity given below at various stages/sites including excavation in all kinds and types of strata, soil strata including dewatering in M30 design mix in foundation, walls, bottom slab , roof slab/dome with smooth finishing in 1:3 inside the tank, all alied Civil Works, Site development, cutting/excavation in all kinds of soils, C/o PCC/RCC Retaining walls, Breast walls, refilling and disposing of surplus stuff with in all leads and lifts, labour and material charges. The job also includes providing lowering, laying, erecting, hoisting and jointing of pipe assembly for inlet, outlet, overflow and scour pipe ,proper manifiold at outlet including all fittings, bye pass arrangement consisting of GI / MS pipes special and valves of required classes and dia and all other accessories required such as MS ladders inside and 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 & 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.

Main Tank at Thehdu ( Near Roperi village)

RCC under ground Main Storage Tank of 20,00,000 litre capacity at Node-1

LWSS Alampur

RCC under ground Storage Tank of 2,80,000 litre capacity at Node 2

LWSS Sakoh Liunda

RCC under ground Storage Tank of 38,000 litre capacity at Node-3

LWSS Upper Lamabgaon

RCC under ground Storage Tank of 2,85,000 litre capacity at Node-5

LWSS Tikkri-Ghumarnoo

RCC under ground Storage Tank of 1,25,000 litre capacity at Node-6

LWSS Jalet Bhati

RCC under ground Storage Tank of 45,000 litre capacity at Node -7

LWSS Uttrapur

RCC under ground Storage Tank of 35,000 litre capacity at Node-9

LWSS Jaisinghpur

RCC under ground Storage Tank of 3,22,000 litre capacity at Node-10

LWSS Harsi-Sanghole

RCC under ground Storage Tank of 4,25,000 litre capacity at Node-11

Note:- (Refer Vol-II-Technical specifications & Vol-III, Data Sheet No.4 )

ELEVATED MAIN & SERVICE RESERVOIRS

Designing, Constructing, Testing & Commissioning R.C.C. Elevated Circular Over head storage tanks as per capacity given below at various stages/sites including excavation in all kinds and types of strata, soil strata including dewatering in M30 design mix in foundation, walls, bottom slab , roof slab/dome with smooth finishing in 1:3 inside the tank, all alied Civil Works, Site development, cutting/excavation in all kinds of soils, C/o PCC/RCC Retaining walls, Breast walls, refilling and disposing of surplus stuff with in all leads and lifts, labour and material charges. The job also includes providing lowering, laying, erecting, hoisting and jointing of pipe assembly for inlet, outlet, overflow and scour pipeproper manifiold at outlet including all fittings, bye pass arrangement consisting of GI / MS pipes special and valves of required classes and dia and all other accessories required such as MS ladders inside and 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 & 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.

LWSS Andrana Bandhan

RCC sector reservoir of 1,20,000 litre capacity with 15 metres staging height at Node-4

RCC sector reservoir of 60,000 litre capacity with 15 metres staging height at Node-15

LWSS Alampur

RCC sector reservoir of 25,000 litre capacity with 15 metres staging height at Node-12

RCC sector reservoir of 78,000 litre capacity with 15 metres staging height at Node-13

RCC sector reservoir of 75,000 litre capacity with 15 metres staging height at Node-14

LWSS Upper Lamabgaon

RCC sector reservoir of 85,000 litre capacity with 15 metres staging height at Node-16

LWSS Tikkri-Ghumarnoo

RCC sector reservoir of 50,000 litre capacity with 15 metres staging height at Node-17

GWSS Harrot Karanghat

RCC sector reservoir of 90,000 litre capacity with 15 metres staging height at Node-8

RCC sector reservoir of 42,000 litre capacity with 15 metres staging height at Node-18

LWSS Jaisinghpur

RCC sector reservoir of 73,000 litre capacity with 15 metres staging height at Node-19

RCC sector reservoir of 53,000 litre capacity with 15 metres staging height at Node-20

RCC sector reservoir of 28,000 litre capacity with 15 metres staging height at Node-21

LWSS Harsi-Sanghole

RCC sector reservoir of 90,000 litre capacity with 15 metres staging height at Node-22

Note:- (Refer Vol-II-Technical specifications & Vol-III, Data Sheet No.4 )

( PUMP HOUSE ) Designing, Constructing, Testing & Commissioning of Pump House & Chowkidar Room at following Locations including all allied Civil Works , Electrical works, Sanitay work, Site development, cutting/excavation in all kinds of soils, C/o PCC/RCC Retaining walls, Breast walls, Toilets, Septic Tanks,External Solar powered Street lighting, External landscaping, Fire Fighting arrangement, Gantry Crane, 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.

At Lower Lambagaon (Near Kunjdwar Temple)

Note:- (Refer Vol-II-Technical specifications & Vol-III, Data Sheet No.2 )

(Schedule A3- Gravity System )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 metaled, 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.

LWSS Andrana- Bandhan

LWSS Alampur

LWSS Sakoh-Liunda

LWSS Upper Lamabgaon

LWSS Tikkri-Ghumarnoo

LWSS Jalet-Bhati

GWSS Harrot-Karanghat

LWSS Uttarpur

LWSS Jaisinghpur

LWSS Harsi-Sanghole

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 diametr .Conforming to IS 1239-1990 (Part-II), having wall thickness as specified below capable of withstanding required test pressure, including manufacturing and febrication of reducers/ tapers , all short pieces, etc. as per site requirement made from parent tubes . The laying of pipe shall also include flanged joints duly welded in three layers (Two inner & one outer), where ever required as per direction 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) 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 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/ L&T or ISI marked make. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing, D.P. test of butt welded joints complete in all respect and to the best satisfaction & direction of Engineer in charge with in all leads and lifts.

LWSS Andrana- Bandhan

200mm dia (GMS Pipe) Flange table -5 from Node 1 - 4 & Rd 0 to 10800 =10800 Rmt

100mm dia (L. Class) Screw and Sokted from node 4--15 & Rd 10800/0 to 2200=2200 Rmt

LWSS Alampur

150mm dia (M. Class) flange table -5 from node 1--2 & Rd 0 to111800=11800 Rmt

50 mm dia (L. Class) Flange table -5 from node 2--12 & Rd 11800/0 to 1600 =1600 Rmt

80 mm dia (L. Class) Flange table -5 from node 2--13 & Rd 11800/0 to 1400 =1400 Rmt

100 mm dia (L. Class) Flange table -5 from node 2--14 & Rd 11800/0 to 3500 =3500 Rmt

LWSS Sakoh-Liunda

80 mm dia (L. Class) Flange table -5 from node 1--3 & Rd 0 to 10900 = 10900 Rmt

LWSS Upper Lamabgaon

125mm dia (M. Class) Flange table -5 from node 1--5 ' Rd 0 to 4200 = 4200 Rmt

100mm dia (L. Class) Flange table -5 from node 5--16 ' Rd 0 to 1900 = 1900 Rmt

LWSS Tikkri-Ghumarnoo

80 mm dia (L. Class) Flange table -5 from node 1--6 & Rd 0 to 5500 = 5500 Rmt

100 mm dia (L. Class) Flange table -5 from node 6--17 & Rd 5500/0 to 1700 = 1700 Rmt

LWSS Jalet-Bhati

65 mm dia (L. Class) Flange table -5 from node 1--7 & Rd 0 to 3400 = 3400 Rmt

GWSS Harrot-Karanghat

65 mm dia (L. Class) Flange table -5 from node 1--8 & Rd 0 to 3500 = 3500 Rmt

100 mm dia (L. Class) Flange table -5 from node 8--18 & Rd 3500/0 to 1250 = 1250 Rmt

LWSS Uttarpur

65 mm dia (L. Class) Flange table -5 from node 1--9 & Rd 0 to 6600 = 6600 Rmt

LWSS Jaisinghpur

150 mm dia (M. Class) Flange table -5 from node 1--10 ' Rd 0 to 8600 = 8600 Rmt

80mm dia (L. Class) Flange table -5 from node 10--19 ' Rd 8600/0 to 2100=2100 Rmt

80mm dia (L. Class) Flange table -5 from node 10--20' Rd 8600/0 to 3900 = 3900 Rmt

65 mm dia (L. Class) Flange table -5 from node 10--21' Rd 8600/0 to 4500 = 4500 Rmt

LWSS Harsi-Sanghole

200mm dia (GMS Pipe) Flange table -5 from Node 1 - 11 & Rd 0 to 13900 =13900 Rmt

100 mm dia (L. Class) Flange table -5 from node 11--22 & Rd 13900/0 to 1100 = 1100 Rmt

Note:- (Refer Vol-II-Technical specifications & Vol-III, Data Sheet No.8)

(Schedule A4- Distribution System) 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 metaled , unmetalled surfaces, bituminous and concrete 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.

LWSS Andrana- Bandhan

LWSS Alampur

LWSS Sakoh-Liunda

LWSS Upper Lamabgaon

LWSS Tikkri-Ghumarnoo

LWSS Jalet-Bhati

GWSS Harrot-Karanghat

LWSS Uttarpur

LWSS Jaisinghpur

LWSS Harsi-Sanghole

Providing, laying and jointing, testing in trenches galvanised mild steel tubes screwed and socketed, ISI marked, conformining to IS :1239 of make & 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).

LWSS Andrana- Bandhan

15 mm dia (Light Class)

20mm dia (Light Class)

25mm dia (Light Class)

32mm dia (Light Class)

40mm dia (Light Class)

50mm dia (Light Class)

65mm dia (Medium Class)

80mm dia (Medium Class)

100mm dia (Medium Class)

125mm dia (Medium Class)

150mm dia (Medium Class)

LWSS Alampur

32mm dia (Light Class)

40 mm dia (Light Class)

50mm dia (Light Class)

65mm dia (Light Class)

80mm dia (Light Class)

LWSS Sakoh-Liunda

20 mm dia (Light Class)

25mm dia (Light Class)

32 mm dia (Light Class)

40mm dia (Light Class)

50mm dia (Light Class)

65mm dia (Light Class)

80mm dia (Light Class)

LWSS Upper Lamabgaon

15 mm dia (Light Class)

20mm dia (Light Class)

25 mm dia (Light Class)

32mm dia (Light Class)

40mm dia (Light Class)

50mm dia (Light Class)

65mm dia (Light Class)

80mm dia (Light Class)

100mm dia (Medium Class)

125mm dia (Medium Class)

150mm dia (Medium Class)

LWSS Tikkri-Ghumarnoo

20 mm dia (Light Class)

25mm dia (Light Class)

32 mm dia (Light Class)

40mm dia (Light Class)

50mm dia (Light Class)

65mm dia (Light Class)

100mm dia (Light Class)

LWSS Jalet-Bhati

40mm dia (Light Class)

GWSS Harrot-Karanghat

25 mm dia (Light Class)

32mm dia (Light Class)

50 mm dia (Light Class)

65 mm dia (Light Class)

80mm dia (Light Class)

LWSS Uttarpur

25 mm dia (Light Class)

32mm dia (Light Class)

50 mm dia (Light Class)

65mm dia (Light Class)

LWSS Jaisinghpur

40mm dia (Light Class)

50mm dia (Light Class)

65mm dia (Light Class)

LWSS Harsi-Sanghole

20 mm dia (Light Class)

25mm dia (Light Class)

32 mm dia (Light Class)

40mm dia (Light Class)

50mm dia (Light Class)

Dismentalling of G.I.Pipe complete in all respectas per direction and to the entire satisfaction of the Engineer-in-charge (Earth work in trenches to be measured and paid for separately).

LWSS Andrana- Bandhan

15 mm dia (Light Class)

20mm dia (Light Class)

25mm dia (Light Class)

32mm dia (Light Class)

40mm dia (Light Class)

50mm dia (Light Class)

65mm dia (Medium Class)

80mm dia (Medium Class)

125mm dia (Medium Class)

LWSS Alampur

15 mm dia (Light Class)

20mm dia (Light Class)

25 mm dia (Light Class)

32mm dia (Light Class)

40mm dia (Light Class)

50mm dia (Light Class)

65mm dia (Light Class)

80mm dia (Light Class)

LWSS Sakoh-Liunda

15 mm dia (Light Class)

20mm dia (Light Class)

25 mm dia (Light Class)

32mm dia (Light Class)

40mm dia (Light Class)

50mm dia (Light Class)

65mm dia (Light Class)

LWSS Upper Lamabgaon

15 mm dia (Light Class)

20mm dia (Light Class)

25 mm dia (Light Class)

32mm dia (Light Class)

40mm dia (Light Class)

50mm dia (Light Class)

65mm dia (Light Class)

80mm dia (Light Class)

125mm dia (Medium Class)

LWSS Tikkri-Ghumarnoo

15 mm dia (Light Class)

20mm dia (Light Class)

25 mm dia (Light Class)

32mm dia (Light Class)

40mm dia (Light Class)

50mm dia (Light Class)

65mm dia (Light Class)

80mm dia (Light Class)

100mm dia (Medium Class)

LWSS Jalet-Bhati

20 mm dia (Light Class)

25mm dia (Light Class)

GWSS Harrot-Karanghat

15 mm dia (Light Class)

20mm dia (Light Class)

25 mm dia (Light Class)

32mm dia (Light Class)

40mm dia (Light Class)

65mm dia (Light Class)

LWSS Uttarpur

15 mm dia (Light Class)

20mm dia (Light Class)

25 mm dia (Light Class)

40mm dia (Light Class)

50mm dia (Light Class)

LWSS Jaisinghpur

15 mm dia (Light Class)

20mm dia (Light Class)

25 mm dia (Light Class)

32mm dia (Light Class)

40mm dia (Light Class)

LWSS Harsi-Sanghole

15 mm dia (Light Class)

20mm dia (Light Class)

25 mm dia (Light Class)

32mm dia (Light Class)

40mm dia (Light Class)

Relaying of G.I.Pipe complete in all respect per direction and to the entire satisfaction of the Engineer-in-charge (Earth work in trenches to be measured and paid for separately).

LWSS Jalet-Bhati

25 mm dia (Light Class)

GWSS Harrot-Karanghat

25 mm dia (Light Class)

32mm dia (Light Class)

40 mm dia (Light Class)

65mm dia (Light Class)

LWSS Jaisinghpur

25 mm dia (Light Class)

32mm dia (Light Class)

40 mm dia (Light Class)

(Cradit for Dismentalling of Pipe ) Note:- (Refer Vol-II-Technical specifications & Vol-III, Data Sheet No.8)

(Schedule A5- Rising Main) Excavation in foundation, trenches ( for pipes & pits) upto all depths in all classification of earth work such as pick work, jumper work, saturated soil 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 metaled , 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.

Booster Stage

Ist Stage

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-290 or X-42 of latest edition or having wall thickness as specified below with plain end 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 5% of total joints and remaining 95% joints with butt welded joints as detailed below.The MS flanges shall confirm to BIS 6392-1971 (with latest up to date amendments) duly welded in three layers (one inner and two outer) with pipes at both ends as per relevant BIS standards along with nuts and bolts of required sizes confirming to BIS 1364 (with up to date amendments). 3mm thick compressed asbestos fiber/synthetic rubber gaskets confirming to relevant BIS standards. The laying of pipe shall include all operation such as cutting, welding, jointing, providing & 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/ L&T or ISI marked make. The tolerance in thickness and mass/weight of pipe will be accepted as per relevant BIS code. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing complete to the best satisfaction & direction of Engineer in charge with in all leads and lifts. (Earth work in trenches shall be measured and paid for separately) and also the cost of M.S. Flanges will be measured and paid for seperately. (Refer Vol-II-Technical specifications & Vol-III, Data Sheet No. 7).

Booster Stage

Booster Stage GMSERW Pipe 200 mm dia thickness 4.80 MM ( FT -17) Rd 0 to Rd 500=500 Rmt

Ist Stage GMSERW Pipe 300 mm dia thickness 7.90 MM ( FT -34) Rd 0 to Rd 1200=1200 Rmt

Ist Stage GMSERW Pipe 300 mm dia thickness 7.10 MM ( FT -34) Rd 1200 to Rd 2450=1250 Rmt

Ist Stage GMSERW Pipe 300 mm dia thickness 6.40 MM ( FT -28) Rd 2450 to Rd 3250=800 Rmt

Ist Stage GMSERW Pipe 300 mm dia thickness 5.60 MM ( FT -28) Rd 3250 to Rd 4650=1400 Rmt

Ist Stage GMSERW Pipe 300 mm dia thickness 5.20 MM ( FT -28) Rd 4650 to Rd 5560=910 Rmt

Ist Stage GMSERW Pipe 300 mm dia thickness 4.80 MM ( FT -23) Rd 5560 to Rd 6540=980 Rmt

Ist Stage GMSERW Pipe 300 mm dia thickness 4.80 MM ( FT -17) Rd 6540 to Rd 7200=660 Rmt

Ist Stage GMSERW Pipe 300 mm dia thickness 4.80 MM ( FT -5) Rd 7200 to Rd 7500=300 Rmt

Providing , laying, jointing and testing in trenches galvanised mild steel pipe (to be levelled to grade of pipes ) flanged pipes with 5% flanged joints with circumfrential butt welded joints and remaining 95% with butt welding including cost of bends complete conforming to IS : 1239 -1990 (Part-I) with latest up to date ammendments of grade and wall thickness as specified below, suitable to with standing hydroulic test pressure in random length 4 mtr to 6 mtr with plain ends and joined with MS flanges conforming to IS:6392-1971 (latest up to date amendments ) and welding of flanges with pipes as per IS 816-1967 including required Nos. and size of M.S. nut and bolts as per IS : 1369-197 and compressed asbestos fiber jointing gaskets sheet not less than 3mm thick as per IS :2712-1965. The welding of flanges to be done on both faces in two layers to make the joints leak proof and to be entire satifications of the Engineer-in-charge. The laying of pipes should be conformed to IS :-5822-1994 and as per CPHEEO mannual and will include all conditions such as welding cutting and jointing including flushing, cleaning and hydraulic testing complete in all respect (earth work in trenches, MS flanges and butt welded joint to measured and paid seprately )

Booster stage GMS.Tube 150 mm dia thickness 4.80 MM ( FT -5) Rd 0 to Rd 500=500 x3 = 1500 Rmt

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 layers 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 & 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.

Booster Stage

Booster Stage GMS Tube 150 mm dia thickness 4.80 MM ( FT -5) Rd 0 to Rd 1500=1500 Rmt/100=15 No

Booster Stage Tube 200 mm dia thickness 4.80 MM ( FT -5) Rd 0 to Rd 500=500 Rmt/100=5 No

Ist Stage GMSERW Pipe 300 mm dia thickness 7.90 MM ( FT -34) Rd 0 to Rd 1200=1200 Rmt

Ist Stage GMSERW Pipe 300 mm dia thickness 7.10 MM ( FT -34) Rd 0 to Rd 1250=1250 Rmt

Ist Stage GMSERW Pipe 300 mm dia thickness 6.40 MM ( FT -28) Rd 0 to Rd 800=800 Rmt

Ist Stage GMSERW Pipe 300 mm dia thickness 5.60 MM ( FT -28) Rd 0 to Rd 1410=1410 Rmt

Ist Stage GMSERW Pipe 300 mm dia thickness 5.20 MM ( FT -28) Rd 0 to Rd 910=910 Rmt

Ist Stage GMSERW Pipe 300 mm dia thickness 4.80 MM ( FT -23) Rd 0 to Rd 980=980 Rmt

Ist Stage GMSERW Pipe 300 mm dia thickness 4.80 MM ( FT -17) Rd 0 to Rd 660=660 Rmt

Ist Stage GMSERW Pipe 300 mm dia thickness 4.80 MM ( FT -5) Rd 0 to Rd 300=300 Rmt

Supply of Kirloskar/Kilburn/TVC/Fouress/Gled/BHEL/Leader/Kartar of suitable size Cast Steel double flanged swing check type reflux valve having bye-pass arangement & size equal to Rising main i.e.300mm & shall be suitable for with standing nominal seat pressure of 52 kg/cm2 confiriming to Class ASA-300 BIS 1868- (API-600).

Providing and fixing of Cast steel air valve of (single ball type) of Leader make having test pressure of 52 Kg/cm2 confriming to BIS :14845-90 complete in all respect.(25 mm dia )

Note:- (Refer Vol-II-Technical specifications & Vol-III, Data Sheet No.6 & 7 )

SUBMERSIBLE PUMP (SETS Schedule A6- Pumping Machinery and Electrical works)

Supply of submersible pumping set of KSB/Crompton/ Kirloskar/BS/ Calama make conforming to latest relevant BIS Code 8034:1976. The impeller of pump shall be directly mounted on extended submersible sq cage motor shaft conf to BIS 9283-1979 with up to date amendments of 1450 (N) RPM, totally dust and weather proof with detach able pump casing for easy inspection with double mechanical seal, grease/ oil lubricated bearings and provided with stainless steel thrust bearing plate to withstand vertical loads with minimum wear and tear,It should be fitted with device to take up expanion of water on heating of motor & suitable for operation on 415 +/- 10% volts 3 Phase 50 C/S AC supply. The power of motor should be at least 10% in excess of maximum power required by the pump in complete operating range with mounting stand/ duck foot bend, steel guide wire with mounting hook, lowering chain and standard accessories as supplied by the manufacturers complete, suitable for fulfilling the following requirements:- including Pump sets (working ), 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 as per Tender Specifications, technical data Sheets and instruction of Engineer in charge.

From Percolation Well to Raw tank (i) Location of site:- The Site is located at a distance of 40 KMs from from Palampur Railway station by road . ii) The altitude of place in which pumping set is intended to work:- Altitude of place is 500 m above MSL iii) Type of current :- AC three phase with frequency of 50cycles/second iv) Rated Voltage :- 415V ± 10% v) Charactrstics of water:-Raw Water) Temperature _20_ °C, b) Turbidity upto 100 NTU, c) pH 6.5 to 8 d ) Total solids :-600mg/litre, f) Others-----, (vi) Depth of P/well 10.00 mtrs deep & 6.00 Mtrs,Dia) LWL in P/ well- Mtrs., ) Centre line level of pump 520.00 mtrs. ix) Discharge level of highest point- .mtrs. x) Nos of pumps reqd. _2_ Nos. pumps xi) Discharge at Duty Point= LPS xii) Static Head in meters _17.50 mts. xiii) Duty/Total head in Mts= mts xiv) Length of R/Main 100.00mts xv) Dia of R/Main=200 mm xvi) Pumping hours per day- 16 hours xvii) Limits of pump operation (-) 15% to (+) 10% of Total head at duty point xviii) HP of motor /Drive unit ---, Power absorbed or Required BHP at (-) 15% of Duty head or BHP with margins/multiplying factor at duty point & (+) 10% head , whichever is higher i.e Upto 2 HP = 1.5 , 2 to 5 HP = 1.4, 5 to 10 HP = 1.3 , 10 to 20 HP = 1.2 , 20 to100 HP = 1.15, Above 100 HP=1.10 xix) Efficiency at duty point Minimum 60% xx) R.P.M.of Pumping set -2900, xxi) Test Run-24 hours continueously for 7 days. .6 sets (3 as stand by) of 17.72 LPS each with 33.85 m head

Note:- (Refer Vol-II-Technical specifications & Vol-III, Data Sheet No.6 from 6.1 to 6.10)

Supply of submersible pumping set of KSB/Crompton/ Kirloskar/BS/ Calama make conforming to latest relevant BIS Code 8034:1976. The impeller of pump shall be directly mounted on extended submersible sq cage motor shaft conf to BIS 9283-1979 with up to date amendments of 1450 (N) RPM, totally dust and weather proof with detach able pump casing for easy inspection with double mechanical seal, grease/ oil lubricated bearings and provided with stainless steel thrust bearing plate to withstand vertical loads with minimum wear and tear,It should be fitted with device to take up expanion of water on heating of motor & suitable for operation on 415 +/- 10% volts 3 Phase 50 C/S AC supply. The power of motor should be at least 10% in excess of maximum power required by the pump in complete operating range with mounting stand/ duck foot bend, steel guide wire with mounting hook, lowering chain and standard accessories as supplied by the manufacturers complete, suitable for fulfilling the following requirements:- including Pump sets (working ), 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 as per Tender Specifications, technical data Sheets and instruction of Engineer in charge.

From Percolation Well to Raw tank (i) Location of site:- The Site is located at a distance of 40 KMs from from Palampur Railway station by road . ii) The altitude of place in which pumping set is intended to work:- Altitude of place is 500 m above MSL iii) Type of current :- AC three phase with frequency of 50cycles/second iv) Rated Voltage :- 415V ± 10% v) Charactrstics of water:-Raw Water) Temperature _20_ °C, b) Turbidity upto 100 NTU, c) pH 6.5 to 8 d ) Total solids :-600mg/litre, f) Others-----, (vi) Depth of P/well 10.00 mtrs deep & 6.00 Mtrs,Dia) LWL in P/ well- Mtrs., ) Centre line level of pump 520.00 mtrs. ix) Discharge level of highest point- .mtrs. x) Nos of pumps reqd. _2_ Nos. pumps xi) Discharge at Duty Point= LPS xii) Static Head in meters _17.50 mts. xiii) Duty/Total head in Mts= mts xiv) Length of R/Main 100.00mts xv) Dia of R/Main=200 mm xvi) Pumping hours per day- 16 hours xvii) Limits of pump operation (-) 15% to (+) 10% of Total head at duty point xviii) HP of motor /Drive unit ---, Power absorbed or Required BHP at (-) 15% of Duty head or BHP with margins/multiplying factor at duty point & (+) 10% head , whichever is higher i.e Upto 2 HP = 1.5 , 2 to 5 HP = 1.4, 5 to 10 HP = 1.3 , 10 to 20 HP = 1.2 , 20 to100 HP = 1.15, Above 100 HP=1.10 xix) Efficiency at duty point Minimum 60% xx) R.P.M.of Pumping set -2900, xxi) Test Run-24 hours continueously for 7 days. .2 sets (1 as stand by) of 28.29 LPS each with 19.19 m head

Note:- (Refer Vol-II-Technical specifications & Vol-III, Data Sheet No.6 from 6.1 to 6.10)

(CENTRIFUGAL PUMP SETS )Supply Installation Testing & Commissioning with automation (To be paid separately) of horizontal spindle,horizontal/redial split casing/end suction(Back-pull out arrangements) single/double/multi stage star rated centrifugal pump or combination of pumps, of recommended make such as Mather and Platt/KSB/Kirlosker as per BIS 1520-1980 with upto date ammendments, read with IS:9137-1978 or latest edition suitable for lifting water for under mentioned characterestics with bronze,impellers/priming funnels,casing ring and shaft sleeves of bronze,shaft of steel 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 and suitable for operation on 415 (+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 & common header, alongwith electrical control panel with soft starters; as per requirement of pumping machinery; Complete work 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 instruction of Engineer in charge.

Centrifugal Pumps :- Ist Stage of 3 sets (1 as stand by) of 25.30 LPS each with 474.97 m Total head with 16 Hours Pumping

Note:- (Refer Vol-II-Technical specifications & Vol-III, Data Sheet No.9 &10 )

Schedule A7 -Remote Monitoring (Automation) AUTOMATION OF ENTIRE SYSTEM : The tenderer/firm shall automate the scheme a/w Pumping machinery & other units 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 & mouse 18.5" Dell make monitor Windows-10 Professional operating systems , 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 nos Percolation wells ,1 No. pump houses, 22 No. MBR , WTP and Chlorination system with SCADA main station at Pump house stage 1st.

Note:- (Refer Vol-II-Technical specifications & Vol-III, Data Sheet No.9 &10 )

(Schedule A8 -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 by direct feeding to conveyance main from MBR-1, MBR-2 and water chlorination directly in MBR-3 consisting of the following components in all leads and lifts as specified below.( Refer to Technical specification volume-II and Data sheet No.14)

Providing installation & 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, 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

Chlorine Gas Injector

Providing installation & 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

Providing installation & commissioning of ISI marked PVC pipe & 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 entire satisfaction of Engineer - in - charge.

Providing & Installation of gas filled chlorine gas cylinder of 100 kg capacity as per BIS standard 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 entire satisfaction of Engineer-in-charge.

Providing and Supplying of Safety kit

( Refer to Technical specification volume-II and Data sheet No. 14)

(Schedule A9-Miscellaneous)C/O Anchor blocks at various Rds, for Rising mains including excavation form work,providing and laying 1:2:4 R.C.C. in foundation footing base of column and Tor steel Reainforcement work of bending,binding and placing in position complete in all respect with in all leads and lifts as per direction and satisfication of Engineer-in-Charge.

Providing and Fixing of Fencing Pannel arround main storage tanks and sector storage tanks including excavation in foundation trenches ,form work providing and laying 1:4:8,providing and laying cement concrete 1:3:6,Fencing pannel of size 1.80x1.20 mtrs of jali 25 x 25 mm welded to ms.black tube 32 mm dia of 14 guage with M.S flate cover 20x3 mm M.S Hold fast 7 Nos made of ms flate 32x5 mm including cutting welding painting of two coats of red Oxide paint,fixing fencing pannels in second class brick masonery in c.m 1:4,steel work including cutting fixing of priming coat in channel angles teeson angle 50x50x5 mm complete incomplete in all respect with in all leads and lifts as per direction and satisfication of Engineer-in-Charge.

Inspection Vehicle Scorpio-S/9 White-:Providing and supplying of Inspection Vehicle Mohindra Make Model Scorpio 4X4 diesel engine 2179 cc with Power steering ,power window, anti lock breaking system, Air conditinor, Passanger airbag with automatic climet change heaving capacity seven seater, and has power 140 BHP @ 3750 rpm including all accessories complete in all respect.

( Refer to Technical specification volume-II and Data sheet No. 11)

Unipro Techno Infrastructure Pvt Ltd

Laxmi Civil Engineering Services Pvt. Ltd.