Providing Lift Water Supply Scheme to Habitations of GP Main Bharola, Balh, Chalarag, Kathaun, Bag, Ropari,Daled, Pihr Bhedlu etc of Drang Chauntra Block in Tehsil Joginder NagarDistt Mandi H.P. with house hold connection.SH Co 1 No. water treatme

Amount

Designing, Constructing, Testing & Commissioning of Intake System for tapping water consisting of Intake Cum Pump House including all allied Civil Works, Site development, cutting/excavation in all kinds of soils, C/o PCC/RCC Retaining walls, Breast walls,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 Intake system fully functional shall be included in the cost of work. Nothing extra shall be paid on this account.

Designing (aesthetically), Providing, Constructing, Testing & Commissioning of Water Treatment Plant of 5.13 MLD capacity 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, 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

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.

Ist Stage at Balu

2nd Stage at Guddidhar

Designing, Constructing, Testing & Commissioning RCC Circular under ground/partial under ground storage reservoirs 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 with bye pass arrangement consisting of GI / MS pipes special and valves of required classes and dia and all other accessories required such as MS ladders inside and outside CI cowl type ventilator, SFRC manhole covers 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 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 5 sets of structural design and drawings etc complete as directed by engineer in chargeas per relevent data sheet and scope of work.

Collection Tank of 162000 Litres Capacity at Balu

Main Balancing reservoir MBR1 of 136000 Litres Capacity at Khetaru

Storage Tank of 48000 Litres Capacity SR1 at Bharola

Storage Tank of 10000 Litres Capacity SR2at Khetru

Storage Tank of 10000 Litres Capacity SR3 at Chandni

Storage Tank of 20000 Litres Capacity SR4 at Salang

Main Balancing reservoir MBR2 of 123000 Litres Caopacity atDharoti

Storage Tank of 10000 Litres Capacity SR1 at Silh

Storage Tank of 210000 Litres Capacity SR2 at Gharwasra

Storage Tank of 39000 Litres Capacity SR3 at Bagsera

Storage Tank of 34000 Litres Capacity SR4 at Kamehar

Storage Tank of 770000 Litres Capacity SR5 at Bhagair

Storage Tank of 77000 Litres Capacity SR6 at Kathoun Panjalag

Storage Tank of 18000 Litres Capacity SR7 at Langana

Storage Tank of 18000 Litres Capacity SR8 at Dalehar

Storage Tank of 73000 Litres Capacity SR9 at Simas

Storage Tank of 10000 Litres Capacity SR10 at Gagal

Storage Tank of 45000 Litres Capacity SR11 at Langha

Storage Tank of 57000 Litres Capacity SR12 at Utpur

Storage Tank of 39000 Litres Capacity SR13 at Utpur

Storage Tank of 39000 Litres Capacity SR14 at Bharol

Storage Tank of 73000 Litres Capacity SR15 at Bharol

Storage Tank of 27000 Litres Capacity SR16 at Ruharu Basona

Storage Tank of 10000 Litres Capacity SR17 at Banander

Storage Tank of 34000 Litres Capacity SR18 at Hard Gaggoti

Storage Tank of 39000 Litres Capacity SR19 at Patrain

Storage Tank of 45000 Litres Capacity SR20 at Maman

Storage Tank of 30000 Litres Capacity SR21 at Pirh

Storage Tank of 30000 Litres Capacity SR22 at Nirohali

Storage Tank of 10000 Litres Capacity SR23 at Daheler

Storage Tank of 10000 Litres Capacity SR24 at Tansal

Storage Tank of 90000 Litres Capacity SR25 at Tansal

Storage Tank of 55000 Litres Capacity SR26 at Golawan

Storage Tank of 28000 Litres Capacity SR27 at Arla

Storage Tank of 30000 Litres Capacity SR28 at Arla

Designing, Constructing, Testing & Commissioning of aesthetically designed ( to be approved by the competent authority) Staff Residences complete as directed by engineer in charge.. The work shall include all allied Civil Works, Site development, cutting/excavation in all kinds of soils, C/o PCC/RCC Retaining walls, Breast walls, Toilets, Septic Tanks, dewatering, all internal and external electrical wiring, water supply and sanitary fittings, External Solar powered Street lighting and other allied items. The clear height of walls shall be 3.00 mtrs. above floor level up to slab level . The thickness of slab shall not be less than 100 mm. in all respect shall be included in plinth area rates. The outer doors & Window shall be in double shutters and aluminium grills for windows. Internal wiring shall be in PVC conduits as per relevent data sheet and scope of work.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 5 sets of structural design and drawings etc complete as directed by Engineer in charge as per relevent data sheet and scope of work.

Type II

Type III

Fencing work around all civil works such as WTP, Pump Houses, MBRs & SRs etc. with Galvanised mild steel barbed wire Confirming to IS "278-1962 including cost of MS Angle iron Poles of size 50x50x5 mm fixed with concrete blocks incuding cost of Brick Masonry and Foundation concrete and cement Plaster as per relevant data sheet complete in all respects to the entire satisfaction of the Engineer-in-charge.

C/O 5/7 mtr. Wide single lane road i/c CD works complete with in all HPPWD specification in all respects to the entire satisfaction of the Engineer-in-charge.

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 and laying cement concrete 1:4:8 (1 cement:4sand:8 graded crushed stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth in all leads and lifts and to the enitre satisfaction of Engineer-in- charge.

Providing and laying cement concrete 1:2:4(1cement:2sand:4graded crushed stone aggregate 20mm nominal size)and curing complete excluding cost of form work and reinforcement for reinforced work in:- Foundation and plinth.

Providing form work with steel plates 3.15mm thick welded with angle iron frame 30x30x5mm so as to give a fair finish including centring,shuttering, strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4mtr. and removal of the same for insitu -reinforced concrete and plain concrete work in :

Foundation and footings

Providing tor steel reinforcement for reinforced cement concrete work including bending binding and placing in position complete including the cost of binding wire in all leads and lifts.

Providing , laying, fixing, jointing and testing in trenches MS pipe of following dia meters confirming to confirming to ISO 3183-2012, of following grade and 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, providing and welding of MS flanges detailed as 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, 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 relevant IS standards and the damaged portion of the pipes and specials made from the parent tube shall be provided anticorrosive treatment by applying two coats of anticorrosive bituminous paint over a priming coat as per AWWA specifications C-203-2015. The welding electrodes shall be as per IS 814:2004 of Advani Oerlikon/ L&T or ISI marked make. 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) .

INTAKE TO WTP

300 mm dia -MS-Pipe 4.40 mm thickness F.T-5

PUMP HOUSE NEAR WTP UPTO MBR 1

300mm dia -API -Pipe X-42 4.40mm thickness- F.T-23

300mm dia -API -Pipe X-42 4.40mm thickness- F.T-17

300mm dia -API -Pipe X-42 4.40mm thickness- F.T-11

300mm dia -API -Pipe X-42 4.40mm thickness- F.T-5

MBR 1 to MBR 2

250mm dia -API -Pipe X-42 4.80mm thickness- F.T-28

250mm dia -API -Pipe X-42 4.00mm thickness- F.T-23

250mm dia -API -Pipe X-42 4.00mm thickness- F.T-17

250mm dia -API -Pipe X-42 4.00mm thickness- F.T-11

250mm dia -API -Pipe X-42 4.00mm thickness- F.T-5

Providing , laying,jointing ( by way of circumfrential butt welded joints in four layers by electrical arc welding ) and testing of API pipe of following dia meters confirming to ISO 3183-2007, steel grade specified below (latest with upto date amendments) having wall thickness as specified below with bevelled ends and capable of withstanding required test pressure in a random length of 4 to 7 meters, including manufacturing reducers/ tapers , all short pieces, beds etc. as per site requirement made from parent tubes . The laying of pipe shall include all operation such as cutting, welding, jointing, fabrication of bends, tees etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the satisfaction of the Engineer in charge. The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The pipes shall be factory galvanized (zinc coating both inside and outside) as per relevant IS standards and the damaged portion of the pipes and specials made form the parent tube shall be provided anticorrosive treatment by applying two coats of anticorrosive bituminous paint over a priming coat as per AWWA specifications C-203-2015. The welding electrodes shall be as per IS 814:2004 of Advani Oerlikon/ L&T or ISI marked make. 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).

JACK WELL TO WTP

300mm dia -API -Pipe X-42 4.40mm thickness

PUMP HOUSE NEAR WTP UPTO MBR 1

300mm dia -API -Pipe X-42 4.40mm thickness

300mm dia -API -Pipe X-42 4.40mm thickness

300mm dia -API -Pipe X-42 4.40mm thickness

300mm dia -API -Pipe X-42 4.40mm thickness

PUMP HOUSE NEAR MBR 1 to MBR 2

250mm dia -API -Pipe X-42 4.80mm thickness

250mm dia -API -Pipe X-42 4.00mm thickness

250mm dia -API -Pipe X-42 4.00mm thickness

250mm dia -API -Pipe X-42 4.00mm thickness

250mm dia -API -Pipe X-42 4.00mm thickness

Supply Installation Testing & Commissioning with automation (to be paid separetely) of suitable Raw water submersible pumpset capable of handling 6000 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 27.00 LPS each with 45 Mtr. head

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.

for 1st stage, 4 sets (2 as standby) of 25.50 lps each with 215m head

for 2nd stage, 4 sets (2 as standby) of 20.50 lps each with 275m head

Supply of Inspection Vehicles with outsourced Driver. The outsourced driver shall be provided by the firm till completion of O&M period.

Mahindra Bolero Camper 4x4-BS IV.

Provision for Solarteck stand dusk to dawn automatic operation with 74 watt Panel , 74 Ah tubular battery with 1x1 watt CFL with two days autonomy with 5mtr pole

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

40 mm dia (Medium Class)

50mm dia (Medium Class)

65mm dia (Medium Class)

Providing, Laying, jointing, testing and commissioning in trenches centrifugally cast (spun) Ductile Iron pressure pipes for water, gas and sewage with socket and spigot ends conforming to IS-8329-2000 and latest with upto date amendments with cement mortar lining in side the pipes with outside zinc coating followed by a finishing layer of bitumen coating duly ISI marked in length of 5 to 6.00 mtrs. class K7 suitable for push on joint (rubber gasket D-jointing) including all tube fittings required as per actual site of work with in all leads and lifts including , but not limited to, cost of Tees, bends, short pieces, collars, joints, specials, Sluice valve, chamber for sluice valve & Thrust block. All the fittings including tees, bends, short pieces, joints, collars and other specials shall necessarily be from the same manufacturer as the D.I. pipe itself. (Earth work in trenches to be measured and paid for separately) as per relevent data sheet and scope of work.

Dismentalling of GI pipe and stacking of dismentalled material in proper stacks as per direction of Engineer in charge

Re-Laying , jointing and testing of galvanized steel tube fittings in trenches of following dia (L) class (Earth work in trenches to be measured and paid for separately .

House Connections:-

Providing and installation of House connections incl. all kind of Tube fitting such as G.I Elbow, G.I Tees, G.I Sockets, G.I Unions, G.I Nipples, Collars, Air valves, Water Meter and 6mm ferrule connections complete in all respects for minimum 1638 house connections to the entire satisfaction of Engineer-in- Charge.

Providing, laying, Jointing and testing in trenches 15 mm dia GI Pipe (Light Class) incl. laying, Jointing and Testing in trenches, screwed and socketed as per IS:1239 incl. all kind of Tube fitting such as G.I Sockets, G.I Unions, complete in all respect to the entire satisfaction of Engineer In Charge within all leads and lifts.

Provision for waste water collection & carriage at habitation level i/c C/O soaked pit of 1.50 m dia & 5.00 m deep filled with bricks / gravel at available location (Total habitation = 253 Nos)

Unipro Techno Infrastructure Pvt Ltd