Engineering procurement construction testing commissioning trial run and operation and maintenance of various components Providing lift Water supply scheme to various WSS under GP Bagdhar

Amount

Schedul A1 Civil work

C/O RCC framed Intake structure & Head Weir & Pump Room

Survey ,Designing, Constructing, Testing & Commissioning (To be approved by the competent authority) of RCC framed Intake Structure at Deol morh and Head weir at Kurla Nalla Locations including all allied Civil Works, excavation work in foundation in all kinds of soils i/c dewatering etc. internal & external Electrical work wiring work and internal and external solar powered Street lighting, landscaping at Intake point as per site requirement, C/O room over RCC feame structure to house pannel board & other allied accessories including providing & fixing of Chain Pulley / Gantry 5 Tonne alongwith MS rail along longitudinal wall of approved ISI make electrically operated alongwith all allied accessories and painting with asian apex ultima with priming coat and wall putty full finished and fire fighting system complete and access up to pannel room including M.S side railling RCC stairs etc. & site development as directed by Engineer in charge. The contractor shall provide 6 sets of approved drawing with design and one soft copy to the department. ( Refer to Technical specification volume-II and Data sheet No.1)

RCC framed Intake structure with one room At Orru morh Minimun clear heigth of structure /pillar shall be 14.80 mtr. at Deol morh

Head Weir of minimum height of weir 4mtr. above G.L. and minimum 18 mt length, at Kurla Nallah

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, internal and 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. ( Refer to Technical specification volume-II and Data sheet No.2)

Phase-I Stage I, at Orru Morh (Area 277.30 sqm) Stage II at Kumaharka (Area 277.30 sqm) Phase IInd at Kurla (Area 277.30 sqm)

RCC Circular under ground/partial under ground storage reservoirs ( Refer to Technical specification volume-II and Data sheet No.4 a & b )

Designing, Constructing, Testing & Commissioning R.C.C. Circular underground/ partially under ground / 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 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 i.c testing of bearing capacity at site . 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.

Construction of Clear Water tank 750 KLD at Chhani Lahar

Construction of Collection tank 750 KLD at Kumharka

Construction of MBR -1 , 110 KLD at KholPukhar

Construction of MBR - 2, 80 KLD at DharamShalla

Construction of Collection tank 150 KLD at Kurla

Construction of MBR -3 , 40 KLD at Chaltooni

Construction of MBR - 4 , 80 KLD at Kurla

C/o MBR1 - SR1, 40, KL-GL Near Village Rikhnalli

C/o MBR1 - SR 3, 20 KLD- -GL Near Village at Matoula

C/o MBR1 - SR 4, 15 KLD -GL Near Village Morotha

C/o MBR1 - SR 5, 40 KLD-GL Near Village Bhagudi

C/o MBR1 - SR 6, 35 KLD -GL Near Village Kalentu

C/o MBR1 - SR 7, 55 KLD-GL Near Village Thanda pani

C/o MBR1 - SR 8, 60 KLD -GL Near Village Padher

C/o MBR1 - SR 9, 35 KLD -GL Near Village Bhatoli

C/o MBR1 - SR 10, 40 KLD -GL Near Village Luthnu

C/o MBR1 - SR 11, 100 KLD -GL Near Village Bhadini

C/o MBR1 - SR 12, 50 KLD -GL Near Village Sodhna

C/o MBR1 - SR 13, 75 KLD -GL Near Village Chiridrabed

C/o MBR1 - SR 14, 15 KLD -GL Near Village Kholpukhar

C/o MBR2 - SR1, 15 KLD -GL Near Village Lunah

C/o MBR2 - SR 2, 35 KLD -GL Near Village Kaniarka

C/o MBR2 - SR 3, 35 KLD -GL Near Village Ghat

C/o MBR2 - SR 4, 45 KLD -GL Near Village Chakra

C/o MBR2 - SR 5, 25 KLD -GL Near Village Gagdoona

C/o MBR2 - SR 6, 30 KLD -GL Near VillageBagdhar

C/o MBR2 - SR 7, 10 KLD -GL Near Village Mukata

C/o MBR2 - SR 8, 15 KLD -GL Near Village Dharkolian

C/o MBR2 - SR 9, 25 KLD -GL Near VillageChalari

C/o MBR2 - SR 10, 15 KLD -GL Near VillageManjdhar

C/o MBR2 - SR11, 10 KLD -GL Near Village Sanjpoie

C/o MBR2 - SR 12, 10 KLD-GL Near Village Sanjip

C/o MBR2 - SR 13, 25 KLD -GL Near VillageSamleo

C/o MBR2 - SR 14, 10 KLD -GL Near Village Baad

C/o MBR2 - SR 15, 20 KLD -GL Near Village Kallar

C/o MBR2 - SR 16, 25 KLD -GL Near Village Kaniyrka phatti

C/o MBR2 - SR 17, 15 KLD -GL Near Village Lalhed

C/o MBR2 - SR 19, 20 KLD -GL Near Village Bakan

C/o MBR2 - SR 20, 25 KLD -GL Near Village Sudli

C/o MBR2 - SR 21 10 KLD -GL Near Village Chambi upper

C/o MBR2 - SR 22, 40 KLD -GL Near Village Chambi lower

C/o MBR2 - SR 23, 10 KLD -GL Near Village Basdoo

C/o MBR 3 - SR 24 15 KLD -GL Near Village Kut

C/o MBR 3 - SR 2, 10 KLD -GL Near Village Kudan

C/o MBR 3 - SR 3, 10, KLD -GL Near Village Kikkergali

C/o MBR 3 - SR 4, 10 KLD -GL Near Village Makolsu

C/o MBR 3 - SR 5, 27,KLD -GL Near Village Chaltooni

C/o MBR 3 - SR 6, 20 KLD -GL Near Village Kanda

C/o MBR1 - SR 8, 15KLD -GL Near Village Frolli odni

C/o MBR1 - SR 9, 10 KLD -GL Near Village Khorti

C/o MBR1 - SR10, 10 KLD -GL Near Village Siugat

C/o MBR1 - SR11, 20,KLD -GL Near Village Sangrehan

C/o MBR1 - SR12, 10,KLD -GL Near Village Kunna

C/o MBR1 - SR13, 10 KLD -GL Near Village Jikhed

C/o MBR1 - SR14, 15 KLD -GL Near Village Lohali

C/o MBR1 - SR15, 20 KLD -GL Near Village Sakrera

C/o MBR 4- SR 1, 10, KLD -GL Near Village Kharnala

C/o MBR 4 - SR 2, 10, KLD -GL Near Village Belly Tritha

C/o MBR4 - SR 4, 25 KLD -GL Near Village Dundiara

C/o MBR 4- SR 5, 10, KLD -GL Near Village Khaddi

C/o MBR 4 - SR 6, 15, KLD -GL Near Village Bharera

C/o MBR 4 - SR 7, 10, KLD -GL Near Village Betina

C/o MBR 4 - SR 8, 10, KLD -GL Near Village Drabbar

C/o MBR 4- SR 9, 10, KLD -GL Near Village Bharera

C/o MBR 4 - SR10, 10, KLD -GL Near Village Lunna

C/o MBR 4- SR11, 10, KLD -GL Near Village Duhka

C/o MBR 4 - SR12, 85, KLD -GL Near Village Chamred

C/o MBR 4 - SR13, 35, KLD -GL Near Village Drabbed

C/o MBR 4 - SR14, 10, KLD -GL Near Village Aled

C/o MBR 4- SR15, 10, KLD -GL Near Village Sangrain

C/o MBR 4- SR16, 20, KLD -GL Near Village Bedal

C/o MBR 4- SR17, 15, KLD -GL Near Village Ganod

C/o MBR 4- SR18, 40, KLD -GL Near Village Nainikhad

C/o MBR 4- SR19, 10, KLD -GL Near Village Duhali

C/o MBR 4- SR 20, 30, KLD -GL Near Village Hatli

C/o MBR 4- SR 22, 15, KLD -GL Near Village Rohini

C/o MBR 4- SR 23, 10, KLD -GL Near Village Garnedi

C/o MBR 4- SR 24, 10, KLD -GL Near Village Chhamber

C/o MBR 4- SR 25, 10, KLD -GL Near Village Sanagar

Fencing for Pump house , MBR & SR

Fencing work around all the civil works such as MBRs, SRs etc. barbered wire fencing over plinth wall of size 0.30x0.30 mtr. of CC 1:2:4 (M15) clear height will be 1.80 mtr with ISA 50x50x5 mm angle post @ 2.50 mtr centre to centre including with nine horizontal lines and two diagonal of Galvanised mild steel barbed wire confirming to IS:278-1962-type-1, weighting 9.38 Kg/100mtr minimum strained and fixed to post with proper fastening arrangement, The ISA post of 2.50 mtr. long shall be protected with using suitable primer and anti corrosive paint level difference at different points shall be suitabily taken care, so as to look asthetically good including cost of excavation, foundation concrete below ground level with C.C 1:3:6 size 0.40x0.40 mtr and providing and fixing of M.S. Gate of suitable size, whereever required complete in all respect in all leads and lifts & to the entire satisfaction of the Engineer-in-charge. ( Refer to Technical specification volume-II )

Fencing work around all the civil works with fencing pannel size 1.8X1.20 mts with jali 25X25mm welded to M.S black tube of 14gauge with M.S flate 20X3mm M.S hold fast embeded in brick massonry pillar 1.50m ht over 0.45mt ht. of CC 1:3:6 wall above ground . Size of Brick masonry pillar 0.35X0.35 mt . for intake structure and Pump Houses in both phases etc. including cutting, welding, painting proper fastening arrangements protected with using suitable primer and anti corrosive paint level difference at different points shall be suitabily taken care so as to look asthetically good including cost of excavation, foundation concrete , brick masonery , plastering in conc. wall and providing and fixing of M.S. Gate of suitable size complete in all respect in all leads and lifts & to the entire satisfaction of the Engineer-in-charge. ( Refer to Technical specification volume-II )

Construction of Thrust block , Anchor Blocks (for Rising mains) of requried sizes and supporting pillars in main conveyance . Firm has be evolve design and drawing as per actual site condition and got approved from competant authority.( Refer to Technical specification volume-II and Data sheet No.5 )

Excavation in foundations,trenches etc., in earth work, lift upto 1.50 mts. Stacking the excavated soil not more than 3 mts. Clear from the edge of the excavation & then returning the stacked soil in 15 cms. Layers,when required into plinths sides of foundation etc.,consolidating each deposited layers by ramming & watering & then disposing of all surplus excavated earth as dierected within all leads & lifts as per entire satisfaction of Engineer in charge.

Providing & laying cement concrete 1:4:8(1cement : 4 sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring & shuttering in Foundation & plinth.

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

Vertical surfaces such as wall (any thick.) partitions & the like i/c attached pillasters, buttresses, plinth & string courses & the like.

Providing & laying cement concrete 1:2:4 (1cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) excluding the cost of centring & shuttering in Foundation & plinth.

Providing Tor steel reinforcement for RCC work i/c bending,binding & placing complete upto floor two level.

Providing & laying cement concrete 1:2:4 (1cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) supporting Pillars for gravity main at various reaches excluding the cost of centring & shuttering in walls

Providing & fixing M.S Clamp over pipe of required size in main conveyance complete in all respect for supporting pillars

Constructing chamber for sluice valve, with CI surface box 100 mm top dia.,160 mm bottom dia.&180 mm deep (inside) with chained lid RCC top 1:2:4 mix (1 cement :2 Sand :4 graded stone aggregate 20 mm nominal size ) 100 mm thick foundation conc.1:5:10 mix (1cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) & inside plastering with cement mortor 1:3 (1 Cement : 3 Sand ) finished with a floating coat of neat cment i/c curing complete.1200 x 1200 x 1000 mm inside size With 150mm th.walls of RCC1:2:4(1cement :2sand:4graded stone aggregate 20mm nominal size) complete with form work & reinforcement with 6 mm bars at not exceeding 150 mm centres both ways.

WATER TREATMENT PLANT: Designing (aesthetically), Providing, Constructing, Testing & Commissioning of Water Treatment Plant of 2.33 MLD Capacity at Orru morh and 1.42 MLD at Kurla for 16.00 Hours Pumping based on Rapid Sand Gravity Filteration, consiting of Civil works including Laboratory, Mechnical, Electrical and Instrumental Works including necessary hydraulic testing ,structural testing,equipment testing. The components such as site development,C/o PCC/RCC Retaining walls, Breast walls upto battery limits of WTP, Dewatering, Approach Road, Inter-connecting Path, Walkway, Storm Water Drains, Scouring arrangement, Fencing, Beautification including all alied Works complete as directed by Engineer in charge. The Laboratory as per CPHEEO Manual shall be established at the WTP where separate Building for the same shall be constructed to house the laboratory equipment, office record including Furniture, office Computer complete in all respects. Battery Limit shall be considered as 3.00 m 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.(Refer Vol-II-Technical specifications & Vol-III, Data Sheet No.3)

at Orru morh

At Kurla

Schedule A2- 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 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 and testing in trenches of Galvanized MSERW / GMS by circumferancial butt welded pipes with 5 % flanged joint in between ( cost of 5% flanged joints to be measured & paid seperately i.e in item No. 4 of BOQ) including cost of bends of all degrees conforming to IS/ISO:3183-2007 with steel grade ,L-360 X-52 , L-290 X-42,/ IS: 1239-1990 (Part-II) 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 four layers (two 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 upto date ammendments). 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,valves 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 upto date ammendments) with mass of zink coating not less than 360 gm/m2. The welding electrodes shall be as per IS 814:2004 of Advani Oerlikon/ L&T or ISI marked make. Negative tolerance in thickness and mass/weight will not be accepted.Welding and fixing of M.S. flanges @ 5% of joints, conforming to following tables as per IS 6392-1971 (Latest with up to date amendments) . 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, the thicthness of gasket not less than 3.00 mm conforming to IS 2712-1998. The work shall be done as per entire satisfactio of Engineer- in- charge with in all leads and lifts. 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, flanged joints . The diameter and class / material of pipe are indicative. Since the re-survey and re-design of proposal / scheme is to be carried out by the lowest bidder, the design/drawings are to be approved by the competent authority of the department. If there is any variation in size, material, class & wall thickness of pipe and jointing,valves,specials etc,the rates shall be worked out on prorata basis and will be paid accordingly. ( Refer to Technical specification volume-II and Data sheet No.6)

From Intake Structure (Ravi River Reservoir )To Water Treatment Plant

MSERW Pipe 250mm, L 390 or x 56 Wall Thickness 4.80mm, From RD 0 to 180

MSERW Pipe 250mm, L 390 or x 56 Wall Thickness 4.80mm, From RD 180 to 1680

MSERW Pipe 250mm, L 390 or x 56 Wall Thickness 4.80mm, From RD 1680 to 2350

Rising Main From Pump House Nr. Orru Morh to village Kumharka

MSERW Pipe 250 mm, L 390 or x 56 Wall Thickness 11.1 mm, From RD 0 to 900

MSERW Pipe 250 mm, L 390 or x 56 Wall Thickness 8.70 mm, From RD 900 to 1800

MSERW Pipe 250 mm, L 390 or x 56 Wall Thickness 7.10 mm, From RD 1800 to 2700

MSERW Pipe250 mm, L 390 or x 56 Wall Thickness 6.4 mm, From RD 2700 to 3600

MSERW Pipe 250 mm, L 390 or x 56 Wall Thickness 4.80 mm, From RD 3600 to 4500

MSERW Pipe 250 mm, L 390 or x 56 Wall Thickness 4.80 mm, From RD 4500 to 5400

MSERW Pipe 250 mm, L 390 or x 56 Wall Thickness 4.80 mm, From RD 5400 to 6300

MSERW Pipe 250 mm, L 390 or x 56 Wall Thickness 4.80 mm, From RD 6300 to 6750

Rising Main From Pump House Nr. Vill. Kumharka to village KholPukhar

MSERW Pipe 200 mm, L 390 or x 56 Wall Thickness 8.70 mm, From RD 0 to 1800

MSERW Pipe 200 mm, L 390 or x 56 Wall Thickness 7.90 mm, From RD 1800 to 2700

MSERW Pipe 200 mm, L 390 or x 56 Wall Thickness 7.00 mm, From RD 2700 to 3600

MSERW Pipe 200 mm, L 390 or x 56 Wall Thickness 6.40 mm, From RD 3600 to 4500

MSERW Pipe 200 mm, L 390 or x 56 Wall Thickness 6.40 mm, From RD 4500 to 5400

MSERW Pipe 200 mm, L 390 or x 56 Wall Thickness 4.80 mm, From RD 5400 to 6300

MSERW Pipe 200 mm, L 390 or x 56 Wall Thickness 4.80 mm, From RD 6300 to 7250

MSERW Pipe 200 mm, L 390 or x 56 Wall Thickness 4.80 mm, From RD7250 to 7950

Rising Main From Pump House Nr. Vill. Kumharka to village Dharamshala

MSERW Pipe 150 mm, L 390 or x 56 Wall Thickness 5.20 mm, From RD 0 to 900

MSERW Pipe 150 mm, L 390 or x 56 Wall Thickness 4.80 mm, From RD 900 to 1800

MSERW Pipe150 mm, L 390 or x 56 Wall Thickness 4.80 mm, from RD 1800 to2700

Rising Main From Pump House Nr. Vill. Kurla to village Chaltooni

MSERW Pipe 100 mm, L 390 or x 56 Wall Thickness 5.60 mm,From RD 0 to 900

MSERW Pipe 100 mm, L 390 or x 56 Wall Thickness 4.80 mm, From RD 900 to 1800

MSERW Pipe 100 mm, L 390 or x 56 Wall Thickness 4.80 mm, From RD 1800 to2700

Providing laying and jointing & testing of GMS pipe following wall thickness conforming to IS;1239-1990 inculding the cost of bends in random length 5.50 to 6.00 mtrs inculding with galvanising as per IS;4736 with Circumferencial Butt welded joints by electrical arc welding to required dia GI pipe welded in requisite number of weldruns so as to achive the suitable point & minimun effective thorat thickness of weld conforming to IS: 816-1969 sepecification, by using welding electrodes of 2.50 mm to 6.30 mm of Advani Oerlikon (Adore)-CITOJET / ESAB make, conforming to IS:814-1991, at site of work complete in all respects, including manual / mechanical handling of pipes complete in all respect excluding the cost of earth work in trenches within all leads & lifts.(Earth work in trenches,M.S Flange to be measured and paid for seperately) ( Refer to Technical specification volume-II and Data sheet No.6)

Rising Main From Pump House Nr. Vill. Kumharka to village Dharamshala

GMS Pipe150 mm (MC) ,IS:1239 Wall Thicknesss 4.80 mm, From RD 2700 to 4500

GMS Pipe 150 mm (MC) , IS:1239 Wall Thickness 4.80mm, From RD4500 to 5400

GMS Pipe 150 mm, (MC) IS:1239 Wall Thickness 4.80mm, From RD 5400 to 6300

GMS Pipe100 mm (MC) ,IS:1239 Wall Thicknesss 4.80 mm, From RD 2700 to 3250 ( Kurla to village Chaltooni )

Providing welding and fixing of M.S. flanged joint @ 5% of joints, in between butt welded pipes conforming to following tables as per IS 6392-1971 (Latest with up to date amendments) and welding of MS flanges with GMS/GGMSERW pipes in four layers i.e two layer on outer faces and two layer on inner faces to make the joint leak proof (The cost of providing and laying of GMSERW pipes /G.I and butt welded joints to be measured and paid for separtely). 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, the thicthness of gasket not less than 3.00 mm conforming to IS 2712-1998. The work shall be done as per entire satisfactio of Engineer in charge with in all leads and lifts. ( Refer to Technical specification volume-II and Data sheet No.6)

From Intake Structure (Ravi River Reservoir )To Water Treatment Plant

MSERW Pipe 250mm, L 390 or x 56 Wall Thickness 4.80mm, Flange Table-17 From RD 0 to 180

MSERW Pipe 250mm, L 390 or x 56 Wall Thickness 4.80mm, Flange Table-11 From RD 180 to 1680

MSERW Pipe 250mm, L 390 or x 56 Wall Thickness 4.80mm, Flange Table-5 From RD 1680 to 2350

Rising Main From Pump House Nr. Orru Morh to village Kumharka

MSERW Pipe 250 mm, L 390 or x 56 Wall Thickness 11.1 mm, Flange Table-34 From RD 0 to 900

MSERW Pipe 250 mm, L 390 or x 56 Wall Thickness 8.70 mm, Flange Table-34 From RD 900 to 1800

MSERW Pipe 250 mm, L 390 or x 56 Wall Thickness 7.10 mm, Flange Table-34 From RD 1800 to 2700

MSERW Pipe250 mm, L 390 or x 56 Wall Thickness 6.4 mm, Flange Table-28 From RD 2700 to 3600

MSERW Pipe 250 mm, L 390 or x 56 Wall Thickness 4.80 mm, Flange Table-23 From RD 3600 to 4500

MSERW Pipe 250 mm, L 390 or x 56 Wall Thickness 4.80 mm, Flange Table-17 From RD 4500 to 5400

MSERW Pipe 250 mm, L 390 or x 56 Wall Thickness 4.80 mm, Flange Table-11 From RD 5400 to 6300

MSERW Pipe 250 mm, L 390 or x 56 Wall Thickness 4.80 mm, Flange Table-5 From RD 6300 to 6750

Rising Main From Pump House Nr. Vill. Kumharka to village KholPukhar

MSERW Pipe 200 mm, L 390 or x 56 Wall Thickness 8.70 mm, Flange Table-38 From RD 0 to 1800

MSERW Pipe 200 mm, L 390 or x 56 Wall Thickness 7.90 mm, Flange Table-38 From RD 1800 to 2700

MSERW Pipe 200 mm, L 390 or x 56 Wall Thickness 7.00 mm, Flange Table-34 From RD 2700 to 3600

MSERW Pipe 200 mm, L 390 or x 56 Wall Thickness 6.40 mm, Flange Table-34 From RD 3600 to 4500

MSERW Pipe 200 mm, L 390 or x 56 Wall Thickness 6.40 mm, Flange Table-34 From RD 4500 to 5400

MSERW Pipe 200 mm, L 390 or x 56 Wall Thickness 4.80 mm, Flange Table-28 From RD 5400 to 6300

MSERW Pipe 200 mm, L 390 or x 56 Wall Thickness 4.80 mm, Flange Table-11 From RD 6300 to 7250

MSERW Pipe 200 mm, L 390 or x 56 Wall Thickness 4.80 mm, Flange Table-5 From RD7250 to 7950

Rising Main From Pump House Nr. Vill. Kumharka to village Dharamshala

MSERW Pipe 150 mm, L 390 or x 56 Wall Thickness 5.20 mm, Flange Table-34 From RD 0 to 900

MSERW Pipe 150 mm, L 390 or x 56 Wall Thickness 4.80 mm, Flange Table-34 From RD 900 to 1800

MSERW Pipe150 mm, L 390 or x 56 Wall Thickness 4.80 mm, Flange Table 28 From RD 1800 to2700

GMS Pipe150 mm,IS:1239 Wall Thicknesss 4.80 mm, Flange Table-28 From RD 2700 to 4500

GMS Pipe 150 mm, IS:1239 Wall Thickness 4.80mm, Flange Table-17 From RD4500 to 5400

GMS Pipe 150 mm, IS:1239 Wall Thickness 4.80mm, Flange Table-5 From RD 5400 to 6300

Rising Main From Pump House Nr. Vill. Kula to village Chaltooni

MSERW Pipe 100 mm, L 390 or x 56 Wall Thickness 6.00 mm, Flange Table-38 From RD 0 to 900

MSERW Pipe 100 mm, L 390 or x 56 Wall Thickness 4.80 mm, Flange Table-34 From RD 900 to 1800

MSERW Pipe 100 mm, L 390 or x 56 Wall Thickness 4.80 mm, Flange Table-28From RD 1800 to2700

GMS Pipe100 mm, IS:1239 Wall Thicknesss 4.50 mm, Flange Table-5 From RD 2700 to 3250 ( Kurla to Chatroni)

Providing Cast steel flanged sluice valve( with hand wheel)Class ASA -300 (Kirloskar/Leader /KSB) for Scour system at required locations for following dia and class in MSERW Pipe comprising of Sluice Valve, Tee, Bends, tail Piece manufactured of Parent pipe , Flanges joint complete with rubber gasket, Nuts & blots, & Scour arrangement etc . The item will include laying and jointing of drainage pipe of required dia and class up to suitable points as per latest BIS Code complete in all repects of required size as per the direction of Engineer-in-Charge within all leads and lifts. ( Refer to Technical specification volume-II and Data sheet No.7)

250mm Dia ASA 600 of required size Flange Table

250 mm Dia ASA 300 of required size Flange Table

200 mm Dia ASA 600 of required size Flange Table

150mm Dia ASA 600 of required size Flange Table

100mm Dia ASA 600 of required size Flange Table

Providing and fixing double flanged cast steel reflux valve of following dia of Kirloskar/Leader make conforming to BS:1868 of various Class including campanion sheet gasket 3 mm thick with MS flanges of table-42,38,34,28,23,17,11 and 5 as per IS 6392-1971 i/c welding of M.S. flanges in two layers on both faces to make the joint leak proof and capable of with standing of nominal seat pressure of 104.00/52.00/21.00 Kg/cm2 with upto date amendments i/c carriage in all leads & lifts & complete in all respect a as per direction and to the entire satisfaction of Engineer-in-Charge. ( Refer to Technical specification volume-II and Data sheet No.6.1)

250mm Dia ASA 600 of required size Flange Table

200 mm Dia ASA 600of required size Flange Table

150mm Dia ASA 600of required size Flange Table

100mm Dia ASA 600 of required size Flange Table

Providing and fixing of flanged Single acting Air Valve Bir/Kirloskar/KSB / Leader make of following diameter body and plate made of fine grained cast steel small orifice fitted with rubber ball, large orifice with vulcanized butt ball, flanged inlet,tested to hydrulic test pressure of (160m) suitable for duty conditions confirming to relevant BIS codes latest upto date ammendments including MS Flanges with Table 23/17/5, nuts and bolts and gasket sheet complete in all respect as per direction of Engineer- in- charge for all rising mains.

50 mm dia minimun

Schedule A3- Pumping Machinery ( Submersible Pump sets)

PUMPING MACHINERY: Supply Installation Testing & Commissioning with automation (to be paid separetely) of suitable Raw water submersible star rated energy efficent pumpset of recommended make such as Mather and Platt/KSB/ Beacon Weir/Kirlosker/BE/Jyoti as per BIS 1520-1980 with upto date ammendments capable of handling 3000 PPM turbidity conforming to latest BIS code. The pump shall be fitted with single vane impeller of suitable alloy for handling raw water as per IS 5669-1970 having oil/grease packed bearings and stainless steel shaft, wound stator on motor side with shaft protection sleeves on pump side ensuring better life for shaft . The impeller of pump shall be directly mounted on extended submersible motor confirming to BIS 9238-1979 with up to date amendments,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% ) and ( -15% ) 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 + standby), necessary piping, Control panel with starter and protections; control valves alongwith electrical cable etc Complete job as per IPH specifications including all taxes, transportation, freight charges, inspection charges, loading, unloading, conveyance to Departmental stores/ site, stacking, etc. including specials and wastage etc.; complete as per Tender Specifications, technical data Sheets and instruction of Engineer in charge. 4 sets ( 2 to act as standby)of 17.15 LPS discharge each with 133.77 Mtr. Head(Refer Vol-II-Technical specifications & Vol-III, Data Sheet No, 10) if there any variation in HP of pumping machinery due to variation of head after re-survey and design approval by the department then the rates shall be paid on prorata basis after approval of the competant authority and will be paid accordingly.) ( Refer to Technical specification volume-II and Data sheet No.9 )

Booster stage :- (Discharge of each working pump= 17.15 LPS.), Total Head=133.77 Mtrs. (2W+2S)

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/ Beacon Weir/Kirlosker/BE/Jyoti 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 /Jyoti /ABB /Marathon and suitable for operation on 415 (+6% ) 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.(Refer to Data Sheet No, 11)if there any variation in HP of pumping machinery due to variation of head after re-survey and design approval by the department then the rates shall be paid on prorata basis after approval of the competant authority and will be paid accordingly.) ( Refer to Technical specification volume-II and Data sheet No.10 )

Combination of Pump set (with 100% stand by) Stage 1st at Orru Morh Q= 17.15 LPS with Total Head of 542.13 m

Combination of Pump set (with 100% stand by) Stage 2nd at Kumharka to Dharamsala Q= 10.20 LPS with Head of 881.16 m

Combination of Pump set (with 100% stand by) Stage 2nd at Kumharka to Khilpukhar Q= 6.95 LPS with Head of 486.42 m

Phase-II Combination of Pump set (with 100% stand by) at Kurla Q= 6.54 LPS with Head of 769.23 m

Schedule A4- Gravity main & Distribution

Excavation in foundations and trenches (for pipes and pits) upto all depths etc. in all kinds of soil such as pick work, jumper work and saturated soil including bailing or pumping out of water, blasting in soft/hard rock or chiseling or wedging out of same where blasting is prohibited in all leads and lifts including trimming and dressing of sides, leveling of beds to correct grade including shoring strutting, planking timbering and dewatering wherever required, stacking usable and unusable material/soil separately and after laying jointing and testing of pipes, returning he usable soil in 15 cm layer by ramming and watering and then disposing of all surplus excavated soil/unusable material as directed within all leads and lifts including restoration of unmetaled/ mattelled surfaces to its original condition and including cost of diversion of traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects within all leads and lifts as per the direction of Engineer-in-charge.

For Gravity Main

Distribution System

Providing ,laying, jointing, testing and commissioning in trenches DI pipe class K-7 (tyton push Joint) including providing and fixing tube fittings such as reducer increasers, ,tees,bends etc. where ever required ( earth work in trenches to be measured and paid for separately) and as per the direction of Engineer-in-charge including entire carriage of material upto all leads and lifts. ( Refer to Technical specification volume-II and Data sheet No.7)

Providing, laying, jointing, testing and commissioning in trenches galvanised mild tube of following dia (Light/Medium grade) P/E ,B/E, including providing and fixing tube fitting such as reducer increases, socket, union, tees, bends etc. where ever required (earth work in treanches to be measured and paid saparately) and as per the direction of Engineer-in-charge including entire carriage of material upto loads and lifts .The laying of pipe shall include all operation such as cutting, welding, jointing, providing & fixing of MS flanges, fabrication of bends, tees,valves 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 diameter and class / material of pipe are indicative. Since the re-survey and re-design of proposal / scheme is to be carried out by the lowest bidder, the design/drawings are to be approved by the competent authority of the department. If there is any variation in size, material, class & wall thickness of pipe and jointing,valves,specials etc,the rates shall be worked out on prorata basis and will be paid accordingly. ( Refer to Technical specification volume-II and Data sheet No.7)

32 mm (Medium class)

40 mm (Medium class)

50 mm (Medium class)

65 mm (Medium class)

80 mm (Medium class)

100mm (Medium class)

Providing Cast iron flanged sluice valve( with hand wheel)following Class (Kirloskar/Leader /KSB) at required locations for following dia and class in DI Pipe comprising of Sluice Valve, Tee, Bends, tail Piece manufactured of Parent pipe , Flanges joint complete with rubber gasket, Nuts & blots, & Scour arrangement etc . The item will include laying and jointing of drainage pipe of required dia and class up to suitable points as per latest BIS Code complete in all repects of required size as per the direction of Engineer-in-Charge within all leads and lifts.

80 mm dia with MS Flanges Table - 17 ( PN 1.60)

100 mm dia with MS Flanges Table - 17 ( PN 1.60)

125 mm dia with MS Flanges Table - 17 ( PN 1.60)

150 mm dia with MS Flanges Table - 17 ( PN 1.60)

Providing and fixing of flanged double acting Air Valve Bir/Kirloskar/KSB / Leader make of following diameter body and plate made of fine grained cast steel small orifice fitted with rubber ball, large orifice with vulcanized butt ball, flanged inlet,tested to hydrulic test pressure of (160m) suitable for duty conditions confirming to relevant BIS codes latest upto date ammendments including MS Flanges with Table 23/17/5, nuts and bolts and gasket sheet complete in all respect as per direction of Engineer- in- charge for all conveyance mains.

25 mm dia

Providing Cast iron flanged Reflux valve following Class (Kirloskar/Leader /KSB) at required locations for following dia and class in DI Pipe comprising of reflux Valve, Tee, Bends, tail Piece manufactured of Parent pipe , Flanges joint complete with rubber gasket, Nuts & blots, & Scour arrangement etc . The item will include laying and jointing of drainage pipe of required dia and class up to suitable points as per latest BIS Code complete in all repects of required size as per the direction of Engineer-in-Charge within all leads and lifts.

80 mm dia with MS Flanges Table - 17 ( PN 1.60)

100 mm dia with MS Flanges Table - 17 ( PN 1.60)

125 mm dia with MS Flanges Table - 17 ( PN 1.60)

150 mm dia with MS Flanges Table - 17 ( PN 1.60)

Constructing chamber for sluice valve, with CI surface box 100 mm top dia.,160 mm bottom dia.&180 mm deep (inside) with chained lid RCC top 1:2:4 mix (1 cement :2 Sand :4 graded stone aggregate 20 mm nominal size ) 100 mm thick foundation conc.1:5:10 mix (1cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) & inside plastering with cement mortor 1:3 (1 Cement : 3 Sand ) finished with a floating coat of neat cment i/c curing complete. 900 x 900 x 1000 mm inside size With 150mm th.walls of RCC1:2:4(1cement :2sand:4graded stone aggregate 20mm nominal size) complete with form work & reinforcement with 8 mm bars at not exceeding 150 mm centres both ways.

Schedule A5 - Miscellaneous

Restoration of mettled road (MDR, Village road, SH,NH etc,) to be damaged during the Laying, jointing & testing of MSERW/ GI /DI Pipes of different diameters as per HPPWD specification and to the entire statisfaction of Engineer-in Charge ( Minimum length for restoration of raod 5000 Rmt and width 1mts)

Providing and fixing of woven plain GI wire fencing for (WTP at Orru morh & Nr,Village Kurla) ( Refer to Technical specification volume-II & data Sheet No. 12 )

Providing and fixing of steel gate(WTP at Orru morh & Nr,Village Kurla ( Refer to Technical specification volume-II & data Sheet No. 13 )

Schedule A6- Automation

AUTOMATION: The tendered / firm shall provide proposals for automation (Wired/Non wired) to automize the entire scheme i.e from intake point up to MBR & SBR . Provision of automation shall be as per data sheet No-15 with main SCADA and control station at treatment plant at Orrumorh Phase-I and at Kurla Phase-II . GSM based devices shall be installed at each MBR & SBR of every stage in both phases which shall send messages through WEB SCADA stations at two offices and five Mobile Numbers. This data transmission system at each tank of pump station 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 module 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. Installation of hardware along with commissioning/ programming as per user requirement shall be done.The firm / contractor will provide the Bulk metering at Water Treatment Plants. The automation of the entire scheme upto Sector storage tank shall also include the followings : (a) At intake point : Provision shall be kept for automatic flow measurement and flow control with quality measurement turbidity in (b) Water Treatment Plant at Orrumorh Phase-I and at Kurla Phase-II. Fully automatized operation including alum dosing and back washing and chlorination from inlet to out let along with automatic sensor for Turbidity, pH and Residual chlorine) (c) Storage Water Tanks at lifting station:-Automatic Inlet and Out Let through single out flow pipe (common header), Low and high level sensor along with all required accessories. It should also include telecommunication comprising of required numbers of connections as per actual requirement at site. The automation system installed at above/aforesaid locations should be theft proof and proper ventilation arrangements be made complete in all respect to the entire satisfaction of Engineer-in Charge.The firm/contactor shall submit complete proposal for automation and got approved from competent authority, along with presentation .Firm/Cont. has to incorperate all the inputs and outputs suggested by the Deptt. in the SCADA system to automized the entired scheme from intake point to all sector storage tanks as per relevant data sheet No-14 and scope of work.

Schedule B1- Operation and Maintenance

Operation & maintenance of entire scheme from Intake point to tail end of the scheme in proper working conditions Rising Mains,Gravity mains and Distribution system , all structures, , Main Pump houses, , Under ground storage Reservoirs & Nos Over Head Storage Reservoir including Yard light, at various sites complete in all respect in proper working condition for a period of 5 years starting after successful testing of scheme for 90 days . O&M includes provision of regular i.e. daily supplying of designed/required quantity of potable water having water quality as per CPHEEO manual of water supply to the beneficiaries of the scheme upto main storage /delivery tank from above mentioned sources i.e. Intake & Storage tanks at different locations as per plan and repair & maintenance of Main lines, Gravity lines and entire distribution system along with maintenance of automised system of scheme. Regular maintenance of all the facilities including cleaning , washing, oiling and greasing repairs, replacement of worn out/damaged parts of pumping machinery, pipe line, valves and electrical, Mechanical equipments, regular cleaning of all structure like Storage tanks, collection/distribution chambers, pump houses etc and disposal of same as per the direction of Engineer-in-charge, fixing/repairing leakage in civil structures, channels, pipe lines, pumping machinery etc. proper disinfection of treated water and regular testing of water samples at required stages of treatment and lift, keeping regular and proper record of water quantity and quality, time and hour of run of pumping machinery, repair and maintenance of all works,removal of all kind of slips, slush, up rooting of unwanted grass, shrubs, weeds etc. growing near the structures and keeping the area neat and clean to the entire satisfaction of Engineer-in-Charge, planting and maintaining plants/flowers/trees around the pump house, WTP , Main & Sector storage tanks / Intake etc. as per the entire satisfaction of Engineer-in-Charge including the cost of procurement of adequate and proper tools and plants, skilled and unskilled manpower, spare parts, oil/grease/lubricants, chemicals (Except bleaching powder) instruments, equipments, stationery and any other material etc. required for O&M excluding the cost of energy charges. All the operation shall be carried out as per the CPHEEO manual on water supply and treatment (latest addition) HP PWD/IPH specification, directions issued by Engineer-in-Charge from time to time and sound Engineering practice. The chlorine gas shall be provided by the contractor itself . ( Refer to Technical specification volume-II and Data sheet No.13)

1st Year O & M.

2nd Year O & M.

3rd Year O & M.

4th Year O & M.

5th Year O & M.

HARJEET SINGH

HS Engineers and Associates

R K ENGINNERS SALES LTD