Construction of Tube Wells Pump House Over Head Tank Laying and jointing of Rising Main and Distribution system of Ladpur Ring Road Phase 2 Water Supply Scheme

Amount

Supply of all materials, labour, T&P etc and construction of R.C.C. O.H.T. with 100 m wide R.C.C. stair case from G.L. to baicony and 65x65x5 mm M.S. ladder from balocony to manhole with 1M X 1 M R.C.C. landing at suitable and railed with 3 rows of 20 mm dia G.I. (M) pipe on 65x65x5 mm angle iron posts fixed with ladder and front top to the floor inside of the tank, M.S. cover with looking arrangement lightning conductor as per electricity rules water, level indicator fixiing of outlet, inlet, over flow and wash out pipes with necessary sluice valves, pipe pieces (including cost of materials) flooring 0.60 M wide apron painting on tank body vertical pipes, ladder M.S. cover etc. complete with approved water proofing (snowcem)/enamal paint testing for water filling water for testing purpose etc. excluding. Supply of vertical pipes and specials assuming bearing capacity as 8MT/M2

O.H.T. 650 KL with 25m STAGING

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.

Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge

Bituminous road

Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.

Excavation in soil mixed with single boulder etc. requiring the use of special T&P, if any, for pipe line trenches including lift unto 1.5 m and lead unto 50 m and refilling, watering, ramming of excavated earth in to the trenches and disposal of surplus earth unto 50 m from the center of the trenches.

Soil mixed with boulders and bajri

Medium rocks as big boulders

Providing and Laying S&S double flanged (screwed/welded centrifugally cast (spun) ductile iron pipes of class K-9 with true to alignment & jointing of full length including supply of packing confirming to IS 5382-1985 with testing of testing of pipe line complete. From T.W. to O.H.T.

D.I. K-9- 200 mm dia

Providing of all materials, carting from site store to site of work, lowering into trenches with true to alignment, Laying & Jointing of full lenght S&S Centrifugally cast (spun) Ductile iron pipes including supply of "EPDM" rubber gaskets conforming to IS : 5382/1985 with testing of pipe line complete. D.I. Pipe conforming to IS: 8329/2000 D.I. Pipe S&S K-7

150 mm dia

200 mm dia

250 mm dia

Providing & Laying D.I. special of class K-12 suitable for push on jointing as per IS:9523-2001

Upto 600mm dia

Providing and Laying of D.I. Specials of class K-12 suitable for mechanical jointing as per IS: 9523- 2000

Upto 600mm dia

Providing, Lowering, into trenches with true to alignment, Laying & Jointing of full lengths of HDPE Pipes of specified grade as per IS:4984-1995 and specifications, with testing of pipe line including supply of jointing materials. PE-63 Grade:PN-6.0 (6.0 Kg/SqCm)

90 mm dia

110 mm dia

Disinfecting C.I./D.I. water mains by flushing with water containing bleaching powder @ 0.5 gms per litre of water and cleaning the same with fresh water, operation to be repeated three times including getting the sample of water from the disinfected main tested in the municipal laboratory.

80 mm dia

100 mm dia

150 mm dia

200 mm dia

250 mm dia

Providing and fixing C.I. D/F sluice valves confirming to IS:14846-2000 in position in complete . PN 10:

80 mm dia

100 mm dia

150 mm dia

200 mm dia

250 mm dia

Providing and fixing C.I. double acting air valve in position including all marterial, labour, T&P etc complete.

80 mm dia

Providing and fixing Fire Hydrant (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) :

80 mm dia

Supply of all materials, labour T&P etc. and construct following valve chambers with a floating coat of neat cement complete as per standard design : With F.P.S. bricks : Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), including necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :

Constructing masonry Chamber 60x60x75 cm, inside in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for fire hydrants, with C.I. surface box 350x350 mm top and 165 mm deep ( inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), including necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plasterin with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :

Supply of all material, labour T&P etc. and provide Nala and Culvert crossing by Pipe line.

Providing, House Service Connection (Single service connection) from Ductile Iron distribution main to property limit, including supply and fixing of brass ferrule conforming to IS:2692 , clamp saddle of non-corrosive Engineering Plastic (Polyethylene) body moulded with Stainless steel threaded metal insert for tapping outlet. The stirrup metal plate shall be duly embedded in the plastic body, except at the place of nut-bolt lugs. Threading size and dimensions shall conform to IS: 554. The design of the saddle body should be such that, the service connection outlet metal insert shall project out towards pipe side and align with the hole drilled on the pipe to ensure positive locking against rocking or creeping on the pipe, as might be caused by vibration, pressure or excessive external loading. Saddle Seal shall be of virgin rubber SBR Grade 30 / NBR (NSF 61 approved).Saddle straps shall be made of Engineering plastic (Polyethylene of PE 100 Grade). Saddle Seal shall be of virgin rubber SBR Grade 30 / NBR (NSF 61 approved). It shall be of type pressure activated hydro-mechanical design. It shall be contoured gasket to provide a positive initial seal, which increases with increase in the line pressure. Gasket shall be gridded mat, with tapered ends, with the outlet section having ring contacting the saddle body multiple rings contacting the pipe, preferably with a Stainless steel reinforcing ring insert moulded to prevent expansion under pressure. Stainless Steel Type 304, NC rolled thread, Tightening torque for ½” (M12) nut-bolt: 14g.m and for 5/8” (M 16) nut-bolt: 21-23 kg.m. Drilling the DI pipeline shall be through the chain and rachet mechanism and the drill hole shall be perpendicular to the axis of the DI pipeline, including supplying and laying MDPE PE 80 PN16 blue pipe as per ISO 4427 upto the property limit of both sides of road including supplying and fixing PP compression fitings such as Metal Insert Female Thread Adaptor with SS304 material (2nos), Double compression elbow with compression on both sides (4 nos) complying to ISO14236-2000 and GI plug-in for closure of ends/GI Pipe with union (heavy duty class) to joint with existing connectiion. All pipes and fittings shall be PN16 rating including transportation, loading and unloading at site, all labour, tools, equipments etc. including cutting of road surface, earthwork, refilling and restoration of cut road surfaces with 100mm thick PCC M15(1:2:4) complete in all respect including connecting new house service pipeline to existing/new legal house connection after commissioning the distribution pipeline as per the drawing and as directed by the Engineer-incharge.

100,150,200mm DI Pipex20mm setup-Domestic

P/F AMR Water Meter Class B Multijet as per IS 779-1994 of ISO 4064-2005 CE mark IP68 along with - (i) LORA based AMR Module of 5 Km range and with frequency band 865 MHz, maximum power upto 20.5 DBM. (ii) Non rechargeable Lithium Ion Battery with 5 year Battery life (Considering 1 reading / day)

SITC of Fixed Network Gateway with Omni Antennas for best connectivity to the water meter AMR. 4G / LAN / Wi-Fi setup required for sending data to server range upto 5 km. etc complete.

SITC of Simple and User Friendly AMR Software interface for viewing each water meter data for water consumption status, battery consumption status and meter working status etc complete.

Annual Cloud Server charges per water meter.

Providing & Fixing Woltman type Bulk Water Meter In line type, flange end with Integral mounted display and all necessary fittings etc complete.

Providing & Fixing Ultrasonic Water Flow Meter for Bulk pipe lines in line type, flange end with Integral mounted, Flow rate & Totaliser display, Battery operated (with five years battery life) Communication : UART / RS485, suitable against antifraud attempts etc. including all necessary fittings complete.

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size. For Cement Concrete Pavment:

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) For Cement Concrete Pavment:

Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size. For Cement Concrete Pavment:

Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :

Cement mortar 1:6 (1 cement : 6 coarse sand)

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) For Cement Concrete Pavment:

Laying old cement cocrete interlocking paver blocks of any design/shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineerin-charge. (Old CC paver blocks shall be supplied by the department free of cost).

Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.

BOUNDARY WALL, GATE & SITE DEVELOPMENT Supply of all materials, labour, T&P etc and construct boundary wall as per type design

Supply of all materials, labour, T&P etc and construct 3.60 M wide iron gate with pillar & gate.

Earth filling in the water works campus including levelling and dressing for development of site for staff quartes including cartage of earth upto a distance of 5 chains of the water works from the main road from following places. (including cost index 29.41%)

Supply of all materials, labour, T&P etc and construct S.C. drain along the boundary wall as per item no. 1

Supply of all Materials, Labours, T&P etc.and Construct a Pump House With Size (3.00 m x 3.60 m) over Tube Well as per Design and Drawings, including Cost of all Labour & Fitting all Complete. Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

Supplying and filling in plinth with Jamuna sand under floors including, watering, ramming consolidating and dressing complete.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).

Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size).

Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75 mm bed by dry brick ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and inforcement - All work upto plinth level 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Reinforcement for R.c.c work Using Thermo-mechanically treated bars

Centring and shuttering including strutting,ropping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete.

Columns, Pillars, Piers, Abutments, Posts and Struts.

Lintels, beams, plinth beams, girders, bressumers and cantilevers.

Suspended floors, roofs, landings, balconies and access platform.

Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand)

Brick work with F.P.S. bricks of class designation 75 in superstructure Cement mortar 1:6 (1 cement : 6 coarse sand)

Providing and fixing pressed steel door frames confirming to IS: 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge

Providing and fixing factory made ISi marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 Band K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, priming coat of approved steel primer, but excluding the cost of other fittinqs.qlass panes complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1 :3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with 5.5 mm thick glass panes.

Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. as required.

In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.

Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

Providing and fixing fly proof galvanised M.S wire gauze to windows and clerestory windows using galvanised M.S. wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.63 mm. With 12 mm mild steel U beading.

Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick

Kota stone slabs 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.

Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : In 75x75mm deep chase

Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1mx1mx400micron, finished with 12mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement rounding the edge sand making and finishing the outlet complete.

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS :

110 mm diameter

Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.

Coupler(110 mm) Bend 87.5 degree

110 mm bend Shoe (Plain)

110 mm Shoe

Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs,screwed with M.S. screws of required length including

12 mm thick cement plaster in 1:6 ( 1 cement and 6 fine sand) mortar including supply of all material , labour and T&P etc. required for proper completion of the work.

15 mm thick cement plaster in cement mortar 1:6 on Rough face of brick wall including supply of all material , labour and T&P etc.

Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 20 mm cement plaster (top of chajja)

Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.

Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade (New work (two or more coats) over and including priming coat with cement primer)

Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:- New Work

Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture

Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs . (c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge :With average thickness of 120mm and minimum thickness at khurra as 65 mm

CONSTRUCTION OF TUBEWELL:- Transportation of Rig machine, Air compressor, O.P. unit, camp equipage, connected T&P and necessary material, tubewell assembly pipe etc. required for drilling upto site of work including loading, unloading etc. complete.

Erection and leveling of Rig machine at site of work

Dismantling of Rig machine & clearance of site after satisfactory completion of work.

Drilling of bore hole by rig machine from ground level to 200 mts BGL

Supply & lowering of tubewell assembly as below - M.S ERW (fincut) 300 mm nominal dia casing pipe 7.9 mm thick duly beveled at 450 at both end as per IS 3589/4270 (Plain pipe) including cutting, welding as required at site complete with all T&P required.

M.S ERW (fincut) 300 mm nominal dia casing pipe 7.9 mm thick duly beveled at 450 at both end as per IS 3589/4270 (Slotted pipe) including cutting, welding as required at site complete with all T&P required.

Supply & fixing of 300 mm dia 8 mm thick tubewell cap.

Supply & fixing of 300 mm dia MS DI housing clamp with girder

300 mm dia bail plug with nut & U-bolt as required.

Supply & Shrouding of pea gravel in between bore & tubewell assembly to the entire depth of tubewell.

Development of tubewell by air compressor 350 Psi, 1100 cfm to the satisfaction of engineer incharge to give a sand free discharge & proper packing of pea gravel.

Development of tubewell by suitable capacity OP unit complete with lowering & lifting of pumping plant.(as per duty decided by the deptt.)

Hydro geological survey of site.

Chemical & bacteriological testing of water sample.

SITC OF PUMPING PLANTS FOR TUBEWELL AS FOLLOWS- SITC of submersible pump set of following specifications with suitable electric motor to be operated on 415(+/-)10% volts, 3 phase, 50 c/s AC supply. Discharge - 1300 lpm Head - 160 mts., 85 HP Motor of suitable capacity

Supply of spare submersible pump set ( specification as above)

Supply and laying of 16 sq mm Cu. conductor 3 core flat submersible cable

S&F of MCCB 125 Amp. with enclosure box and separate earthing for neutral as per I.E. rules

Jointing material such as lugs, tape etc.

Earthing of pumping plant with GI earth plate 600 mm X 600 mm X 6 mm, GI earth strip 25mm X 5 mm, GI watering pipe, salt and charcoal etc. as required as per IE rules

Supply of Main Piping & Valves comprising of following. 150 mm dia MS column pipe assembly having thickness 5.4 mm both ends threaded duly socketed etc. complete.

150 mm dia C.I. D/F sluice valve with hand wheel PN-1.0

150 mm dia C.I. D/F Reflux valve

M.S.D.F. bend 90º × 150 mm dia - 2 nos 150 mm dia M.S.D.F. distance piece 2 mtrs. length - 1 No. 150 mm × 150 mm × 150 mm M.S.A.F.Tee - 1 No. 150 mm dia. MS DF distance piece 3.0 mtr. Long.-2 Nos. Ventury (150 x 80 mm) - 1 No. 150 mm dia MS DI clamp heavy duty - 1 Set. M.S.T/W Cap (150 x 300 mm) - 1 No. Nuts, bolts, rubber / fiber packing for jointing above pipes & specials - 1 set.

Supply & fixing of 100 mm dial pressure gauge with control cock & fittings of 0-10 kg/cm2

Supply and providing of necessary tools such as D spanner - 01 set, Ring spanner - 01 set, Screw drivers- 02 Nos. plier-01 No, hammer-01 No., Pipe wrench 14”- 01 No. Screw wrench- 01 no., Tong Tester- 01 no., etc required for pumping plant.

SITC of 5 Tonne cap. and 4.5 mt lift chain pulley block with travelling trolley

Rubber resistance sheets 1 m x 2m x 25 mm thick

SITC of suitable capacity chlorinator dozer pump

Accessories of above Dozer pump as follows:- Injector & NRV with PVC pipes etc.

200 lit. capacity PVC tank

Starter cum panel

Single phase automatic stabilizer

Chlorine test kit

Sodium hypo chloride solution

Testing of pumping plant against guaranteed figures of Schedule -E (at site)

Painting of entire installation with two coats of super enamel paint as per direction of Engineer –in charge of works

3 Phase Servo voltage stabilizer 180 KVA including 2 nos. separate earthing as per I.E. rules.

Supply and laying of 95 sq mm Al. conductor 3.5 core armoured cable

Supply & Fixing of change over switch 250 Amp

Automation of Pumping Plant- SITC of following- Intelligent GSM/GPRS based Remote Terminal Units integrated with 7” HMI to store and transmit data on GSM/GPRS backbone.

GSM/GPRS based wireless Communication system for iRTU/PLC capable to transfer data from remote sites to MCS/LMS.

Intelligent Energy meter

Isolation Transformer (440V step down 220V for protection of site automation hardware)

Auto phase reversal unit for auto phase correction. (40-100 hp motor)

Smart pressure transmitter

Electronic flow meter up to 150 mm size

Valve actuators (150 mm size)

Actuator panels.

Hard wired timer circuit for actuators

Signal cabling between RTU and field instruments including screened/unscreened & control copper cables, PVC conduit pipes, accessories, PVC bends, AC/DC relays with base, flexible pipe, lugs etc complete in all respects.

Customization of software & Integration with existing SCADA Station including separate earthing (double loop) for automation equipments.

Trial & testing / O&M of pumping plant with automation for a period of 6 months including cost of all consumables exculding electricity.

M/s S.P. Agarwal and Co. (BID ID -380036)