Construction of Multi village water supply under Chabutra in Tehsil Sujanpur Distt. Hamirpur

Amount

Excavation in foundation and trenches etc.in all kinds of soils such as pick work, jumper work, blasting in soft/hard rock, chiselling/wedging out of rock/where blasting prohibited) saturated soil stacking the excavated earth within all leads and lifts clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth complete in all respect as per the direction and to the entire satisfaction of Engineer-in-charge.

Earth work in foundation for digging well in dry excavation from Ground Level upto the Level where curb is placed etc. from N.S. Level to 1.5 mts depth.

Wet well sinking gravel including all pumping, soring etc.

a) From spring level to 3.00 mtr.depth

b) From spring level to 3.00 metre to 6.00 metre depth

c) From spring level to 6.00 metre to 9.00 metre depth

d) From spring level to 9.00 metre depth to 10.00 metre depth

Steel work welded in built up sections, trusses, and framed work including cutting ,hoisting, fixing in position and applying a priming coat of red lead paint in beams, joists, channel, angles, tees, flat, with connecting plates or angle cleats as in main & cross beam hip & jack rafter purlins connected to common rafters & the like.

Lowering of well curb complete in all respect as per the direction and to the entire satisfaction of Engineer-in-charge.

Providing and laying cement concrete M-20 but not leaner then 1:1.5:3 ( 1 Cement : 1.5 sand : 3 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work & reinforcement for reinforced concrete work in :

Suspended floors, roofs, landings and shelves and their supports, balconies, beams, griders bressumers and cantilevers upto all floor level complete in all respect as per the direction and to the entire satisfaction of Engineer-in-charge.

Providing and laying cement concrete work using Concrete mix of M-30 not leaner than graded stone aggregate 20mm nominal size and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:-

a) Wall (any thickness,but not less than 0.10 mtr.thickness) attached pilasters, buttresses, plinth & string courses etc. from top of foundation level upto floor two level complete in all respect as per the direction and to the entire satisfaction of Engineer-in-charge.

b) Columns, Pillars & Posts etc. complete in all respect as per the direction and to the entire satisfaction of Engineer-in-charge.

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

a) Foundation, footing, bases of columns and the like & mass concrete.

b) Suspended floors, roofs, landings and shelves and their supports, balconies, beams, griders bressumers and cantilevers upto all floor level complete in all respect as per the direction and to the entire satisfaction of Engineer-in-charge.

c) Columns, Pillars & Posts etc. upto floor two level complete in all respect as per the direction and to the entire satisfaction of Engineer-in-charge.

Providing and laying cement concrete M30 not leaner than 1:1.5:3 (1 Cement : 1.5 sand : 3 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work & reinforcement for reinforced concrete work in :

a) Foundation, footing, bases of columns & the like & the mass concrete complete in all respect as per the direction and to the entire satisfaction of Engineer-in-charge.

b) Wall (any thickness,but not less than 0.10 mtr.thickness) attached pilasters, buttresses, plinth & string courses etc. from top of foundation level to floor two level complete in all respect as per the direction and to the entire satisfaction of Engineer-in-charge.

c) Floor four level to floor five level complete in all respect as per the direction and to the entire satisfaction of Engineer-in-charge.

d) Columns, Pillars & Posts etc. upto floor two level to floor three level complete in all respect as per the direction and to the entire satisfaction of Engineer-in-charge.

e) Floor three level to floor four level complete in all respect as per the direction and to the entire satisfaction of Engineer-in-charge.

f) Lintels, beams girders bressumers & cantilevers upto floor two level complete in all respect as per the direction and to the entire satisfaction of Engineer-in-charge.

g) Floor two level to floor three level complete in all respect as per the direction and to the entire satisfaction of Engineer-in-charge.

h) Floor three level to floor four level complete in all respect as per the direction and to the entire satisfaction of Engineer-in-charge.

i) Arches upto floor two level complete in all respect as per the direction and to the entire satisfaction of Engineer-in-charge.

j) Floor three level complete in all respect as per the direction and to the entire satisfaction of Engineer-in-charge.

k) Floor three level to floor four level complete in all respect as per the direction and to the entire satisfaction of Engineer-in-charge.

l) Suspended floors, roofs, landings and shelves and their supports, balconies, beams, griders bressumers and cantilevers upto floor two level complete in all respect as per the direction and to the entire satisfaction of Engineer-in-charge.

Providing & Laying no fine concrete 1 : 4 (1 cement : 4 stone aggregate) complete in all respect complete in all respect as per the direction and to the entire satisfaction of Engineer-in-charge.

Providing and laying cement concrete 1 : 3 : 6 (1 Cement : 3 sand : 6 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work foundation and plinth in all leads and lifts

Providing and laying cement concrete 1 : 6 : 12 (1 cement : 6 sand : 12 graded stone aggregate 40 mm No.ize) and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts.

Cement concrete flooring 1 : 2 : 4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) laid in one layer finished with a floating coat of neat cement in 40mm thick in all leads and lifts.

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

Foundation, footing, bases of columns etc.and mass concrete complete in all respect as per the direction and to the entire satisfaction of Engineer-in-charge.

Flat surfaces such as soffits of suspended floors, roofs, landings and the like floors upto 200mm kin thickness complete in all respect as per the direction and to the entire satisfaction of Engineer-in-charge.

Vertical surfaces such as wall (any thickness) partitions & the like i/c attached pillasters, buttresses,plinth & string courses & the like upto 4.00 mtrs. for vertical surface of tank complete in all respect as per the direction and to the entire satisfaction of Engineer-in-charge.

Columns, pillars, posts & struts complete in all respect as per the direction and to the entire satisfaction of Engineer-in-charge.

Beams, cantilevers, girders & lintels, sides & soffits of beams, haunching, cantilevers, bressumers 1.00 mts. In depth in all heights from floor complete in all respect as per the direction and to the entire satisfaction of Engineer-in-charge.

Edges of slab and break in floors and walls under 20 cm wide complete in all respect as per the direction and to the entire satisfaction of Engineer-in-charge.

Providing form work of ordinary timber plankings, so as to give a rough finish including centring, shuttering, strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for insitu reinforced concrete and plain. (In arches exceeding 6.00 mtr. span)

Providing form work of ordinary timber plankings, so as to give a rough finish including centring, shuttering, strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for insitu reinforced concrete and plain. (In arches upto 6.00 mtr. span)

Beyond 4.00 mtr. height.

Providing Tor steel reinforcement for RCC work including bending, binding & placing in position complete upto floor two level.

Providing and fixing mosquito proof ventilator 400 mm dia 300mm dia high as per the direction of Engineer in Charge witin all leads and lifts

Square rubble masonry coursed with hard stone of approved quality i/c racking out of joints in foundation & plinth in CM 1 : 6 (1 cement : 6 sand)

6 mm plaster to ceiling as in cement mortar 1:3 (1cement:3sand) in all leads and lifts.

15 mm cement plaster in single coat of rough sides of bricks/concrete stone walls for interior plastering upto floor two level including arrises internal rounded angles chamfer and rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1 : 3 (1 cement : 3 sand) in all leads and lifts.

20 mm cement plaster in single coat of rough sides of bricks / concrete stone walls for interior plastering upto floor two level including arrises internal rounded angles chamber and rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1 : 6 (1 cement : 6 sand) in all leads and lifts.

20 mm cement plaster in single coat of rough sides of bricks / concrete stone walls for interior plastering upto floor two level including arrises internal rounded angles chamber and rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1 : 4 (1 cement : 4 sand) in all leads and lifts.

Steel work welded in built up sections, trusses & framed work i/c cutting, hoisting, fixing in position & applying a priming coat of red paint. in grating, framed guard bars, ladders, railing, brackets & similar works.

Pointing on brick work with cement mortar 1:3 (1cement 3 sand) Raised and cut pointing.

Half Brick work using common burnt clay building bricks in super structures in cement mortar 1 : 4 (1 Cement : 4 sand) including carriage of materials and curing complete in all leads and lifts. (2nd class)

Brick work using common burnt clay building bricks in super structures in cement mortar 1 : 6 (1 Cement : 6 sand) including carriage of materials and curing complete in all leads and lifts .(2nd class)

Providing 200 mm wide CI rungs with chequered or ribbed non slip surface i/c fixing in structure with 200 x 200 x 100 mm cement concrete 1 : 3 : 6 ( 1 cement : 3 sand : 6 graded stone aggre 20 mm nominal size )

Boulder/Stone filling dry hand packed tightly complete under lean conrete to prevent the entry of surface water.

Providing and laying damp proof course 38 mm thick with cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size and curing complete in all leads and lifts.

Providing plinth protection 50 mm thick in cement concrete 1 : 3 : 6 (1 Cement: 3 Sand : 6 graded stone aggregate 20 mm nominal size) complete in all respect within all leads & lifts.

Providing under layers for plinth protection 75 mm thick (unconslidated) bed dry brick/stone aggregate 40 mm nominal size well rammed & grouted with fine sand i/c preparation of ground complete in all respect within all leads & lifts.

Providing and laying heavy duty precast cement concrete interlocking paver blocks vibro compacted upto M-50 grade including border or curve block grey or coloured over sub-base of concrete with 25mm thick average thickness of cement mortar 1:4 (1cement:4sand) laid over and jointed with neat cement slurry mixed with pigment to match the shade of blocks including curing rubbing and polishing complete 60mm thick.

Providing wood work in frames of doors, windows, clerestory, windows of 2nd class Deodar wood and other frames brought, framed and fixed in postion complete in all respect.

Providing and fixing 40mm panelled. glazed or panelled and glazed partitions fixing to frame with iron screws etc complete (frame to be paid for separately) with 2nd class deodar wood complete in all respect to the entire satisfaction of Engineer in charge

Providing and Fixing wire gauge shutters using GMS wire guage of IS gauge designation 85 G with wire of dia 0.56 mm for doors, windows & clerestory windows including bright finished black enamelled iron hinges with necessary screws.2nd class deodar wood.

Applying two coats of wood preservative on new wood and wood based surfaces after and including preparing the surface by thoroughly cleaning oil grease dirt, dust and other foreign matter and papering and knotting in all leads and lifts.

Applying a coat of hot bitumen (mexphalt 80/100 equivalent) using 1.70 kg per Sqm.on damp proof course after cleaning the surface with a floating piece of cloth lightly socked in Kerosene oil in all leads and lifts.

Applying priming coat over new wood and wood based surfaces after and inluding preparing the surfae by thoroughly clening oil, grease, dirt and other foreign matter sand papering and knotting in all leads and lifts.

Applying priming coat over new steel and other metal surface after and including cleaning the surface by thoroughly brooming oil, dust dirt grease and other foreign matter land papering and knotting ready mixed red oxide zinc chromate primer.

Painting two coat (excluding priming coat) on new wood and wood based surface with ready mixed paint brushing the give and even shade including cleaning of all dirt dust and other foreign matter and sand papering and stopping with ready mixed paint other than white in all leads and lifts.

White washing with lime on undecorated walls surface (two coats)to give an even shade including thoroughly brooming the surface dirt dust mortar dirt and other foreign matter in all leads and lifts.

Finishing wall with water proofing cement paint of approved brand and manufacture & of required shade on decorated wall urfces (two coats) to given an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powered materials.

Providing and fixing M.S.fan clamp (Type-I of 16mm dial M.S. Bar bent to shape with hooked ends in RCC. Slab during laying including painting the exposed portion of loop all as per standard design complete.

Providing 40x3mm flat iron hold fast 40cm long including fixing to frame with 10mm dia meters bolts and nuts and wooden plug and embedding in cement concrete block 30x10x15cm 1:3:6(1 cement : 3 sand : 6 graded stone aggregate 20mm nominal size).

Providing and fixing anodized alminium sliding door bolts anodized transparent for type required and bright shade with necessary screw etc. complete.

Providing and fixing aluminium tower bolts (Barrel type) anodized transparent or dyed to rquired shade and colour with necessary screw etc. complete in all leads and lifts.

Providing and fixing M.S handles anodized transparent or dyed to required colour of shade with necessary screws etc. complete

Providing and fixing of MS round bars (16mm) in windows and ventilators complete in all leads and lifts to the entire satisfaction of Engineer in charge

Providing in RCC work smooth finishing of the exposed surface with cement mortor 1:3 (1 cement : 3 Sand) complete in all respect within all leads & lifts.

Providing and fixing 8mm thick wall tile in cement mortar 1:3 (1cement:3sand) jointed with cement slurry mixed with pigment to match the shade of tiles as requried complete (Toilet)

Providing and laying Duro stone vetrified tiles (300x300mmx10mm) in grey/coloured or of approved shade in flooring, treads of steps and landing laid on a bed of 12mm thick cement mortar 1:3 (1 cement : 3 sand) laid over and jointed with neat cement slurry finished with flush pointing in white cement mixed with pigment of required shade to match the shade of tiles complete.

Providing and installation of electric operated gantry crane of 5 MT of heavy duty as per IS 807 & IS 3177 latest with upto date ammendments complete in all respect

Providing & fixing 500mm dia SFRC man hole cover with frame and the weight of frame & cover should not be less than 100 kg complete in all respect within all leads & lifts.

P/Laying GMS Pipes conforming to IS 1239 - 1990 (Part-1) screwed & socketed joints (Light grade) (Excavation in trenches shall be measured & paid for seperately).

25 mm dia (Light Class)

Providing & fixing CI sluice valve (with hand wheel) as per IS : 14846 - 1984 Class-I upto 300 mm dia i/c brass spindle & as per 2906 - 1984 Class II for diameters more than 300 mm complete with bolts,nuts,rubber insertion etc,(The tail pieces if required shall be measured & paid for separately) complete in all respect within all leads & lifts. of approved make

150 mm dia PN- 1.0

Providing & fixing bends of required degrees made from parent tubes conforming to relevant codes fully flanged with MS Flange of Table - 5 conforming to IS: 6392 - 1971 complete in all respect within all leads & lifts.

150 mm dia

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 concrete 1 : 5 : 10 mix (1 cement : 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 600 x 600 x 750 mm inside size With 150mm thick walls of RCC 1 : 2 : 4 (1 cement : 2 sand : 4graded stone aggregate 20 mm nominal size) complete with form work & reinforcement with 6 mm bars at not exceeding 150 mm centres both ways.

Providing and fixing below items required for OHSR complete.

Lightening Conductor

Water measurement gauge

Vent Pipe i/c CI cowl complete

Flanged bell mouth a/w puddle collars

Expansion joints

Provding installing, testing & commisioning, electrically actuated, diaphragm, operated automatic chemical dosing pump with metering system to fix and monitor the doze, suitable for delivering any doze upto 10PPM of Sodium Hypochlorite directly in pumping main. The chlorinator shall be provided with 100 ltrs chemically resistant tank with 25 ltrs sodium hypochlorite liquid for testing to entire sansfaction of the Engineerin-charge

Providing and fixing 2000 ltrs PVC water storage tank of Vectus make i/c locking arrangement and necessary fitting such as float valve with plunger GI inlet and outlet connection and testing complete.

Providing, Laying, jointing and testing in trenches (to level or grade) G.I. pipes of following dia (H/M class) conforming to IS:1239-1990 (Part - I) (latest upto date amendments) of grade and wall thickness as specified below, suitable to withstand required hydraulic test pressure in randum length 4 m-6 m with plain ends and jointed with MS Flanges conforming to IS:6392-1971 (latest upto date amendments) and welding of flanges as per IS: 816-1969 with electrodes as per IS:814-1991 including required number and size of MS nuts and bolts as per IS 1369-1967 and compressed asbestos fibre jointing gaskets sheet not less than 3.00mm in thickness as per IS:2712-1998. & butt welded joints. The welding of flanges to be done on both faces in two layers on outer face & one layer on inner face to make the joints leak proof and to the entire satisfaction of the Engineer-in-Charge. The laying of Pipes conform to IS 5822-1994 and as per CPHEEO manual and will include all operations such as cutting, welding and jointing including flushing, cleaning and hydraulic testing complete in all respects to the entire satisfaction of Engineer-in-Charge. (Earth work, Butt welded Joint & cost of MS flanges of length shall be measured & paid for seperately).

150 mm dia GI pipe (M.C.) P/E

Booster stage

150 mm dia GI pipe (M.C.) P/E RD 0-300 & RD 0-450 = 750 Rmt

Providing, Laying, jointing and testing in trenches (to level or grade) 200 mm dia. GMSERW pipe conforming to IS/ISO 3183-2007 Grade L-290/X42 , suitable to withstand required hydraulic test pressure in randum length 4 m-6 m with plain ends and jointed with MS Flanges conforming to IS:6392-1971 (latest upto date amendments) and welding of flanges as per IS: 816-1969 with electrodes as per IS:814-1991 including required number and size of MS nuts and bolts as per IS 1369-1967 and compressed asbestos fibre jointing gaskets sheet not less than 3.00mm in thickness as per IS:2712-1998. & butt welded joints. The welding of flanges to be done on both faces in two layers on outer face & one layer on inner face to make the joints leak proof and to the entire satisfaction of the Engineer-in-Charge. The laying of Pipes conform to IS 5822-1994 and as per CPHEEO manual and will include all operations such as cutting, welding and jointing including flushing, cleaning and hydraulic testing complete in all respects to the entire satisfaction of Engineer-in-Charge. (Earth work, Butt welded Joint & cost of MS flanges of length shall be measured & paid for seperately).

Stage-1 (Pump House to Main Storage Tank) :-

250 mm dia GMSERW Pipe Grade -L-290/X42, T=7.10mm RD 0-7500=7500 Rmt

250 mm dia GMSERW Pipe Grade -L-290/X42, T=6.40mm RD 7500-16500=9000 Rmt

250 mm dia GMSERW Pipe Grade -L-290/X42, T=5.60mm RD 16500-18000=1500 Rmt

250 mm dia GMSERW Pipe Grade -L-290/X42, T=4.80mm RD 18000-20800=2800 Rmt

Providing and welding M.S. flanges joints @ 5% of the total joints at suitable points, conforming to following tables as per IS 6392-1971 (Latest with upto date amendments) with plain end GMS/MSERW pipe in three (2+1) of layers on both faces to make the joint leak proof (The cost of providing and laying of MSERW pipes to be measured and paid for seprately). 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 satifaction of engineer in charge with in all leads and lifts.

Booster stage

150 mm dia GI pipe (M.C.) P/E RD 0-300 & RD 0-450 = 750 Rmt, Flange Table-5

Stage-1 (Pump House to Main Storage Tank) :-

250 mm dia GMSERW Pipe Grade -L-290/X42, T=7.10mm RD 0-7500=7500 Rmt, Flange Table-34

250 mm dia GMSERW Pipe Grade -L-290/X42, T=6.40mm RD 7500-16500=9000 Rmt, Flange Table-28

250 mm dia GMSERW Pipe Grade -L-290/X42, T=5.60mm RD 16500-18000=1500 Rmt, Flange Table-17

250 mm dia GMSERW Pipe Grade -L-290/X42, T=4.80mm RD 18000-20800=2800 Rmt, Flange Table-5

Providing circumferential butt welded joints @ 95% of the total joints by electrical arc welding to GMSERW pipe grade L-290/L-210 as per IS 3183:2007 & GMS pipe heavy & medium grade as per IS 1239:1990 (part-1), welded in requisite number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS 816-1969 specifications, by using welding electrodes of 2.5mm to 6.3mm of Advani Oerilikon (Adore)-CITOJET/ES/ESAB make,conforming to IS 814-1991, including Die pentration test, including fabrication ,laying & jointing requisite number of MSERW/GMS bends at site of work complete in all respects, including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge.

150 mm dia GI pipe

250 mm dia GMSERW Pipe

Providing double flanged Cast Steel Non Return Valve, following class of Leader/ Kirloskar or approved make of following dia. for rising main and capable of with standing following normal seat pressure conforming to BS:1868/API-600 or latest ammendments. ( Class required as per site condition ).

250 mm dia , Class ASA-600

250 mm dia , Class ASA-300

250 mm dia , Class ASA-150

Providing and fixing screwed type cast iron air valve of 40 mm dia (double ball type) of Leader make confirming to BS : 1452-90 with upto date amendments as per class PN-10.00 to withstand a seat pressure 11.22 Kg/ cm2 in rising main.

Providing double flanged Cast Steel Sluice Valve, following class of Leader/ Kirloskar or approved make of following dia. for rising main and capable of with standing following normal seat pressure conforming to BS:1868/API-600 or latest ammendments. ( Class required as per site condition ).

150 mm dia , Class ASA-600

150 mm dia , Class ASA-300

Submersible Pumping machinery

Supply of 3 star rated submersible pumping set of KSB / Calama /Johnston/ Falcon /Crompton/ BS/ SABAR / Oswal / Kirloskar make conforming to latest relevant BIS Code 8034:1976. The pump should be fitted with bronze impeller or suitable alloys suitable for handling Clear water having greased packed bearings and shaft with wound stator on motor side and with soft protection sleeve on pump side ensuring better life for shaft coupled to a submersible squirrel cage electric induction motor of 3 star rating (water proof type) of required HP & 2900/1450rpm of reputed make conforming to BIS 9283-1979 latest with upto date amendments, totally dust and water proof for submersible duty isolated from the pump by intermediate casing with double mechanical seal in oil chamber and grease packed lubricated bearings and provided with stainless steel thrust bearing plate to with stand non vertical loads with minimum wear and tear. The power of electric motor/motors should be at least (+) 10% in excess of the maximum power required by the pump/pumps in the operation range of (+) 10% and (-) 15% of the duty point head. It should also be fitted with a device to take up expansion of water with the heating of motor. The pump set should include water level guards, erection clamps , cable clips and depth gauge ,Sluice valves, NRV, common header & Actuated valves etc. including :- (As per Data Sheet No. 1 & 2)

Booster 1st:- Heavy Duty VFD panel of Danfos/ABB/Siemens with Electronic Programmable Byepass System for the Percolation well Suitable for seamless integration to the Advance cloud One VFD Panel for one Pump for each Percolation well 1 Main +1 Standby configuration

Booster 2nd:- Heavy Duty VFD panel of Dantos/ABB/Siemens with Electronic Programmable Byepass System for the Percolation well Suitable for seamless integration to the Advance cloud One VFD Panel for one Pump for each Percolation well 1Main +1 Standby configuration

Fully Wired Automation panel consisting of Smart Controller to control and Monitor all precess of the pump house,program the required interlock suitable for seamless integration to the Advance Cloud ( 2+2) (For Booster 1st and 2nd)

Non Contact,High Frequancy,High Accuracy level RADAR for Percolation Well

Fully Program Linux Based Online Router for cloud connectivity Data Transfer via MQTT/JSON Protocol.

Booster -1st - 21.07 LPS with Head of 25.36 m - ( 2 No. Set i/e 1 Working & 1 Stand By ) P/Well-1

Booste- 2nd - 21.07 LPS with Head of 28.04 m - ( 2 No. Set i/e 1 Working & 1 Stand By ) P/Well-1

PUMPING MACHINERY CENTRIFUGAL:- Supply ,Installation ,Testing & Commissioning of enrgy efficient horizontal spindle, horizontal/ radial split casing/end suctions (back pull out arrangement)single/double/multistage centrifugal pump suitable for operation, in parallel of recommended make such as Mather and platt/KSB/Kirloskar /Beaconweir confirming to BIS-1520-1980 with upto date ammendments, read with IS:9137-1978 or latest edition suitable for lifting clear water for under mentioned characteristics with bronze/Bronze with 2.5% Nickel impellers, priming funnels of dia 405mm casing ring and shaft sleeves of bronze/ steel, shaft of SS:410/AIS 1431 Chrome plated with cast iron casing or as per manufacturer specification relevent to the technical parameters of NIT coupled directly through a flexible coupling on a Common MS base plate to squirrel cage induction motor TEFC type energy efficient minimum IE2 compliance conforming to IS:- 12615-2018 with upto date ammendments of standard make such as Kirloskar/BHEL/ Crompton/NGEF/GEC/Siemens/ Jyoti/ ABB/Marathon and suitable for operation on LT, 50 cycles/second 3 phase AC electric supply. The pump set should include water level guards, erection clamps , cables , depth gauge, double loop earthing, NRV, common header,Sluice valves and actuated valves of approved class including errection charges etc. The power of electric motor/motors should be at least (+) 10% in excess of the maximum power required by the pump/pumps in the operation range of (+) 10% and (-) 15% of the duty point head. The starting current of the motor shall be limited to not more than 4.5 to 5 times of full load current including:- (As per Data Sheet No. 3)

Main stage 1st :- Heavy Duty VFD Panel of Danfoss/ABB/Siemens with Electronic Programmable Byepass System for the Lift Scheme. Suitable for Seamless Integration to the Advance Cloud 2 Running and 1 Standby Configuration

Fully Wired Automation Panel consisting of Smart Controller to Control and Monitor all process of the Pump House , Program the required Interlocks . Fully Programmable SCADA System with Local Data Logging , Cloud Connectivity , MQTT Protocol , Customised Reporting and Emailing Package. Centralised SCADA should have In Built IOT MQTT Protocol with Unlimited Tags and All Open Protocols for Field Communication . The SCADA Shall be communicating to Remote Devices and Stations Via Advance Cloud System . The SCADA System should be capable of Storing the Historical Data in a Standard RDBMS and should be providing Real Time Data Analytics , Historical Reports & Trends , Alarms as per the Requirement of Engineering In Charge of Jal Shakti Department (For Main stage 1st)

Non Contact , High Frequency , High Accuracy Level RADAR for Clear Water Tank

Industrial Grade PC with UPS for the Installation of the SCADA , Core i5 Processor , 16 GB RAM , MS Windows 10 Pro , MS Office , MS SQL Database , LAN & Wifi Interface , 3 Years Support

Industrial Grade Monitor suitable for Interface with the PC . Size 32in , Fully Edge to Edge

Laser Jet Printer A4 Size for Taking the Prints of the Reports . HP/Samsung

Fully Programmable , Linux Based Online Router for Cloud Connectivity. Data Transfer via MQTT/JSON Protocol

Main stage 1st :- 21.08 LPS with Head of 503.17 m - ( 3 No. Set i/e 2 No. Working & 1 No. Stand By ) ( Pump House to Main Storage Tank)

Providing, Installation and commissioning of UV System disinfection of water to be installed on suction side of the main stage (stage- HF10 - FLANGE, With ) pumping machinery having total discharge of 42.15 LPS or 151.74 m3/hr.

Structural design and drawing of proposed structure dully vetted from P.E.C./ IIT's including collection of hydraulic data, Bearing capacity/investigation of Soil etc.

WATER SUPPLY AND SANITARY

Providing and fixing high pressure PVC.spigot and socket waste ventilating pipe of following daimeter i/c entire carriage of material within all leads and lifts.minimum 6 kg pressure

75mm dia

100mm dia

Providing and fixing PVC plain bend of following diameter i/c entire carriage of material within all leads and lifts.

75mm dia

100mm dia

Providing and fixing PVC door bend of following diameter i/c entire carriage of material within all leads and lifts.

75mm dia

100mm dia

Providing and fixing PVC collar/ socket of following diameter i/c entire carriage of material within all leads and lifts.

75mm dia

100mm dia

Providing and fixing PVC Single equal brach of following diameter i/c entire carriage of material within all leads and lifts.

75mm dia

100mm dia

Providing and fixing PVC Single equal brach with eval access of following diameter i/c entire carriage of material within all leads and lifts.

75mm dia

100mm dia

Providing and fixing PVC Floor traps 110x75mm i/c entire carriage of material within all leads and lifts.

Providing and fixing viterous China wash down water closet (European Type WC pan) with intergral “P”or”S” trap including jointing the trap with PVC soil pipe ,including cistern and seat cover) including entire carriage of material within all leads and lifts.

Single piece WC .300 mm wall distance Jaquar/Cera make.

Providing and fixing vitreous china wash basin with single hole mixture with CI or MS brackets painted white i/c cutting holes & making good the same but excluding fitting i/c entire carriage of material within all leads and lifts. Cera /Jaquar make Concord, 630x450mm size.

Providing and fixing vitreous china pedestal for wash basin complete recessed at the back for the reception of pipes and fitting i/c entire carriage of material within all leads and lifts.

Providing and fixing of MI union for wash basin 32mm dia i/c carriage of material within all leads and lifts.

Providing and fixing 32mm dia PVC waste pipes for wash basin i/c brass check nut i/c entire carriage of material within all leads and lifts.

Providing and fixing 900x600 mm bevelled edge mirror of superior glass mounted on 6mm thick A.C. sheet or ply wood sheet and fixed to wooden plugs with C.P. brass screws and washer including carriage of materials within all leads and lifts.

Providing and fixing C.P. towel rail complete with C.P. brass brackets fixed to wooden plugs with C.P. brass screws including carriage of materials within all leads and lifts 600 x 20mm.

Providing and fixing 600x120mm glass shelf i/c entire carriage of material within all leads and lifts.

Providing and fixing CP toilet paper holder common and VIP toilet i/c entire carriage of material within all leads and lifts.

Providing and fixing CP soap dish i/c entire carriage of material within all leads and lifts.

Providing and fixing Tooth brush and tumbler holder i/c entire carriage of material within all leads and lifts.

Providing and fixing CP shower 300mm dia and 60 cms long rod i/c entire carriage of material within all leads and lifts.

Providing and fixing brass bib tap long No.e 15 mm dia (Heavy duty) i/c entire carriage of material within all leads and lifts.(Kitchen sink)

Providing and fixing CP wall mixture for bathing area.

Providing and fixing CP brass angle valve 15 mm dia without nut and pipe i/c entire carriage of material within all leads and lifts.

Providing and fixing CP concealed stop cock 15 mm dia without nut and pipe i/c entire carriage of material within all leads and lifts.

Providing and fixing single hole single lever wash basin mixture i/c entire carriage of material within all leads and lifts.

Providing and fixing PVC connection 15mm dia i/c entire carriage of material within all leads and lifts.

Providing and fixing 100mm dia, C.P. grating including carriage of material within all leads and lifts.

Providing and fixing Health facut (hand shower) fixed for WC seat i/c entire carriage of material within all leads and lifts.

Providing and fixing CP towel rail i/c entire carriage of material within all leads and lifts.

Providing and fixing CP towel rack 600x250mm for toilet i/c entire carriage of material within all leads and lifts.for vip rooms

Providing and fixing wall to ceiling and floor galvanised mild steel tubes light grade), tube fittings and clamps i/c making good wall ceiling & floor of following diameter i/c entire carriage of material within all leads and lifts

15mm dia

20mm dia(all toilets internal pipes and fittings)

25mm(from tank to toilets etc)

Providing & fixing Brass full way ball/handel type wheel valve i/c entire carriage of material within all leads & lifts

15mm dia

20mm dia

25mm dia

Providing and fixing 115x50x25cms size double bowl of approved make stainless steel kitchen sink i/c entire carriage of material within all leads and lifts

Providing and fixing 1000 ltrs. Double layer sintex make water storage reservoir with top lid and making connection complete in all respect including all leads and lefts.

Constructing manhole with RCC top slab in 1:2:4 mix ( 1 cement :2 sand:4 graded stone aggregate 20 mm nominal size) foundation concrete 1:4:8 ( 1cement:4sand :8graded stone aggregate 20 mm nominal size),inside plastering 15 mm thick with cement mortor 1:3 (1cement:3sand),finished with a floating coat of neat cement & making channels in cement concrete 1:2:4 (1cement:2 sand:4 graded stone aggregate 20mm nominal size) finished smooth complete i/c curing &testing. (i) inside size 1200 x 900 x 1000 mm deep i/c c.i. cover with frame (m. duty) with single pattern 455 x 610 mm internal dimensions (total wt.of cover & frame to be not less than 38 kg) 23 cms. thick brick masonry walls using 2nd class brick in cm 1:3 (icement : 3 sand)

Providing & fixing stone ware gully trap grade 'A' complete with CI grating,B/Masonry chamber in cement mortor 1:5 & water tight CI cover with frame of 300 mm x 300 mm size (inside) .The wt.of cover to be not less than 4.53 Kg & frame to be not less 2.72 Kg. (Square mouth traps 100 x 100 mm size)

Kota stone slab flooring 20 mm (average) thick base of cement mortor 1:4 (1 cement :4 sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab. including rubbing and polishing complete 40 mm Thick as per direction and to the entire satisfaction of Engineer-in-Charge.

Providing and fixing 8mm thick wall tile in cement mortar 1:3 (1 cement : 3 sand) jointed with cement slurry mixed with pigment to match the shade of tiles as required complete.

Electrical Fitting

Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit / PVC Batten, with Piano type Switch & Socket, sheet , suitable GI box and earthing the point with 1.5 sq.mm PVC insulated copper conductor single core cable etc. as required.

Group-C

Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit / Casing Caping as required.

2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire

2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire

2 X 4 sq. mm + 1 X 4 sq. mm earth wire

2 X 6 sq. mm + 1 X 6 sq. mm earth wire

Supplying and Fixing suitable size GI /PVC Box with Sheet and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 amp Piano socket outlet and 5/6 amp Piano switch, connections etc as required.

Supplying and Fixing suitable size GI / PVC Box with Sheet and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amp Piano socket outlet and 15/16 amp Piano switch, connections etc as required.

Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.

Single pole Cat-A

Supplying and fixing Higher Rating (80 to 125A) 240/415 volts, 10 kA, “C” curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.

MCB DP 40/63 A 'C' curve

Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)

8 way , Double door

6 way , Double door Dozing room

Supplying and fixing batten holder including connection etc. as required.

Supply and Installation of LED 9 watt bulb

Providing and installation of following type of LED batten with aluminium housing, anti glare polycarbonate diffuser and energy efficient constant current, integral electronic driver; suitable for input voltage: AC 220-240 V, 50/60Hz, complete with all accessories, including mounting clamps, connections, testing etc. as required: of Approved Make:- Havles, Philips, Wipro

LED Batten Light 10W

Providing, Installation, testing and commissioning of celling fan with regulator, including wiring the down rpds of standard leanth (upto 30 cm) as required.

Celling fan 1200 mm sweep

Supplying and Fixing of LED Street Light 48 watt of Gold Medal, Everyday, Crompton, Bajaj, Havles, Wipro make all sizes and shapes, complete with all accessories, including making connections, testing etc. as required. (IP-65)

LED Street Fitting

Dogra Construction Company Pvt Ltd (BID ID -490893)

MS Kamal Dev Sharma (BID ID -491948)

HYDRAULIC ENGINEERING COMPANY (BID ID -491870)

Unipro Techno Infrastructure Pvt Ltd (BID ID -491904)

HARJEET SINGH (BID ID -490403)