Jawalpa Kafolsuyn G.O.V. pumping water supply scheme

Amount

Civil section :- Design, testing bearing capacity of soiI and construction of R.C.C. Infiltartion well cum Pump House having 6.00 m internal Diameter and 15.50 m height (11.50 m height of steening of Intake well and 4.00m height of pump house) with R.C.C. approach bridge of 9.00 m length and 2.50 m width, also fitted with steel Trussed Ladder of 0.75 m width and 15.0 m height inside the well. The well should have 1.00 m wide balcony and projected roof all around at outer face with 1.20 m high G.I. pipe railing in 04 rows at @ 0.40 m c/c. The well should have proper arrangement of beam/girder to rest on floor and wall of pump house for lifting of pumps from well complete including diversion of reaver. The well should have all provision for Pumps Installation of required capacity in the bank of Western Nayar River nearby Jwalpa Devi Temple including supply and cartage of all materials, labour, T&P etc. complete excluding protection works but Including internal & external electrification, water level indicator, earthing work, complete painting work with Apex on both inner and outer sides of well etc. complete.

Rate for variation in height of Intake well

For Increase in length

For Decrease in length

Rate for variation in length of Approach bridge of Intake well

For Increase in length

For Decrease in length

Design drawing and Construction of R C C Boulder Filled Gallery with (7.5x5.0x2.5)cum Cross weir wall including supply of all materials, labour, T&P etc. requierd for proper completion of work.

Excavation of earth for pipe line trenches of rising main / gravity main and distribution system upto 1mtr required depth as per norms in following strata requiring the use of special T&P such as pick axes, sabbals etc. or by blasting or by crow bars with a lift up to 1.5 m and lead up to 30 m including refilling, watering and ramming of excavated earth into the trenches and removal and disposal of surplus earth up to a distance of 60 m from the trenches including supply of all materials, labour, T&P etc. complete

Soil mixed with single boulder with bazri

Soft rocks

Providing of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment, Laying of API Pipes confirming to API 5L (X-42 grade), Jointing by electric welding process with proper grade of eletrodes suitable for jointing of water supply pipe lines (Ador, L&T or equivalent quality of electrodes) by cutting of pipes and making required bends by welding, completion of work with testing of pipe line etc complete.

From Infiltartion well to MPS 150 mm dia 2.8 mm thick

From MPS to IPS-Ist 150 mm dia 4.8 mm thick (Part -1)

From MPS to IPS-Ist 150 mm dia 3.2 mm thick (Part -2)

From IPS-Ist to IPS-IInd 125 mm dia 4.0 mm thick (Part -1)

From IPS-Ist to IPS-IInd 125 mm dia 3.2 mm thick (Part -2)

From IPS-IInd to Top CWR 125 mm dia 4.0 mm thick (Part -1)

From IPS-IInd to Top CWR 125 mm dia 3.2 mm thick (Part -2)

Supply & Fixing of following size of CI/DF Sluice/Reflux valve CI (IS-210 FG 200) rising system S.V. with stainless steel (IS 6603 12 Cr 12) stem & Gun metal (IS-318 LTB2) part,body design as per IS-14846-2000PN 1.00 ends flanged & drilled as per IS-1538 class 600 ASA including cartage of all materials up to site of works with all speciials & T&P complete required for proper completion of works.

150 mm dia Class 150

150 mm dia Class 300

125 mm dia Class 150

125 mm dia Class 300

Supply of following size of Air Valve as per IS 14845: 2000 including cartage of materials.

C.I. Air Valve (Double Acting) 80 mm

Construction of following Valve chamber in R.C.C. 1:1.5:3 with necessary reinforcement along with fixing of manhole cover on top including supply of all materials, labour, T&P etc. complete required for proper completion of work.

Reflux Valve/ Sluice Valve Chamber (Size 1.20 m x 1.20x1.20 m)

Construction of Anchor Block ( as per requirement at site) in R.C.C. 1:2:4 with necessary reinforcement along the alignment of Raw water and Clear Water Rising Main including supply of all materials, labour, T&P etc. complete including cartage of materials

Construction of 1.00 m wide Bridle Path for treatment site, IPS-I, IPS-II (Zone-A & Zone B) and site for zonal CWR including cartage of materials such as Generator set,welding set API pipes to sites for laying etc for completion of work.

Construction of R.C.C. Break Pressure Tank of size (1.0 m x 1.0m x 1.0m) including supply of all materials,labour, T&P etc. complete.

Design, Drawing &Testing bearing capacity of soil and construction of R.C.C. (1:1.5:3) semi sunk Sump cum Clear Water Reservoir of following capacity in K.L. including supply of necessary scaffolding, shuttering and other accessories along with construction of valve chambers, fixing of inlet and outlet pipes, making bye pass arrangement & fixing of lightening conductor & M.S. Manhole, level indicator, supply and fixing of M.S. Steel Ladder outside and inside the tank and fixing of 3 rows railing around top dome as per approved design of R.C.C. tank in latest IS codes including colour washing with approved water proofing (apex) / enamal paint and also connection with the existing network along with carting of all materials including supply of all materials, labour, T&P etc. complete.

120.00 K.L at MPS

75.00 K.L at IPS-Ist

15.00 K.L at IPS-IInd

200.00 K.L at Top CWR

Supply of all materials, labour, T&P etc and construction of R.C.C. CWR of following capacities ( in kiloliters ) with M.S. ladder outside & inside of the tank, M.S. M.H. cover with locking arrangement, supply and 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. M.H. cover etc. complete with approved water proofing (apex) / enamal paint, testing, filling water for testing purpose etc. including supply of vertical pipes and specials, assuming bearing capacity as 8MT/M2

Providing and fixing of M.S. Bucket type chlorinator of 25 liter capacity at top of al service reservoirs including supply of all materials, labour, T&P etc. complete for proper completion of work.

Providing of all materials, Carting from site store to site of work, Laying & Jointing of G.I screwed pipes (including supply of all jointing materials like specials, white lead, hemp and oil etc) in trenches with its cutting, threading and testing of pipe line etc complete.

GI (Heavy) Pipe

25 mm dia

GI (Medium) Pipe

15 mm dia

20 mm dia

25 mm dia

32 mm dia

40 mm dia

50 mm dia

65 mm dia

80 mm dia

100 mm dia

Replacment of MSERW Pipe and Relaying New 100 mm dia 4.8 mm thick from BFG to MPS.

ACTARIS Bulk water meters model Woltex Class B magnetically coupled having dry dial, hermetically sealed tantalizer including C.I.Strainer including RCC Chamber of size 1.2mx1.2mx1.00m supply of material labour etc complete.

125 mm dia

150 mm dia

G.M. Gate Valve IS 778 Class - I

20 mm dia

25 mm dia

32 mm dia

40 mm dia

50 mm dia

65 mm dia

80 mm dia

CID/F Presaure PN 1.0

50 mm dia

65 mm dia

80 mm dia

100 mm dia

Construction of 0.60m x 0.60m x 0.75 m size Gate valve/ Air valve chamber as per type design in R R 1:6 along with fixing of manhole cover on top including supply of all materials, labour, T&P etc. complete required for proper completion of work.

Design, testing bearing capacity of soil & construction of Pump House as follows made up of Brick masonry with RCC roof at each pumping station i.e. MPS & IPS and other appurtenant works as per approved design & drawing, including all arrangements for installation of pump sets, supply and fixing of of MS beam/girder for lifting of pumps sets, proper arrangements of electrification work at inner and outer side, & supply and cartage of all materials, labour, T&P etc. complete. Pump House at IPS-I (Size 7.00mx5.00m x 5.00 m)

Repair and Retrofitting of existing pump house at MPS and IPS-II

Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.Roof Slab and Beam

Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer- in charge.Roof Slab and Beam

Extra for scrapping, cleaning and straightening reinforcement from R.C.C. or R.B. work.

Demolishing brick work 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.In cement mortar

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

Floor

Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :Of area 3 sq. metres and below,Door and Window

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.

Column Foundation

Filling by 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.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level.1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size) Below column foundation and in Flooring

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.All works upto plinth level, Column footing and Column above footing.

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.All works above plinth level upto floor V level,Column above plinth level,Intermediate beam (tie beam) at center ,Top Beam,Lintel rolling shutter ,Lintel over window,Chhajja for rolling shutter,Chhajja for window.Top Slab

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.

Centering and shuttering including strutting, propping etc.and removal of form for :Foundations, footings, bases of columns, etc. For mass concrete,Sides of column foundation

Centering and shuttering including strutting, propping etc.and removal of form for :Lintels, beams, plinth beams, girders, bressumers and cantilevers.Intermediate beam (tie beam) at center,Top Beam ,Lintel rolling shutter,Lintel over window

Centering and shuttering including strutting, propping etc.and removal of form for :Columns, Pillars, Piers, Abutments, Posts and Struts.Column

Centering and shuttering including strutting, propping etc.and removal of form for :Suspended floors, roofs, landings, balconies and access platform. Top Slab

Centering and shuttering including strutting, propping etc.and removal of form for :Weather shade, Chajjas, corbels etc., including edges,Chhajja for rolling shutter,Chhajja for window

Brick work with common burnt clay F.P.S. (non modular) bricks of designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand)Walls,

12 mm Cement Plaster of Mix1:4 Internal surface ,Rolling shutter deduction,Window deduction

15 mm cement plaster on the rough side of single or half brick wall of mix :1:4 (1 cement: 4 fine sand) Outer Surface,

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.Both side

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 water thinnable priming coat with cement primer

Finishing walls with textured exterior paint of required shade :New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.

62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.

Providing and fixing glass strips in joints of terrazo/ cement concrete floors.40 mm wide and 4 mm thick

Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover

Providing and fixing ball bearing for rolling shutters.

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 B and 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, including priming coat of approved steel primer, but excluding the cost of other fittings, 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

Painting Steel work with Deluxe Multi Surface Paint 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 and manufacture

Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying:a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately).

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 : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.75 mm diameter

Repairing & Maintenance of existing Staff Quarter of following type made up of Brick masonry with R.C.C. flat roof at each pumping station i.e. MPS, IPS-Ist and IPS-IInd and other appurtenant works susch as flooring, plastering, doors, windows etc. including proper arrangements of electrification work at inner and outer side, complete sanitory works as per requirements & supply of all materials, labour, T&P etc. complete.Type Ist, IInd and IIIrd

First Class Brickwork in 1:6 cement mortor laid with cement and local sand mortor in superstructure and plinth including supply of all labour, material T&P etc complete

RCC work in 1:1.5:3 in Plinth roof slab chajjas with 20 mm guage stone ballast coarse sand and cement in proportion 1:2:4 excluding cost of steel and its bending but including cost of binding wire materials T&P and labour complete.

Supply and fixing of Centering shuttering including struttings, propping etc. including supply of all labour, material T&P etc complete

12 mm thick cement plaster with cement and fine sand mortor in 1:6 including racking of joints and supply of all materials labour T&P etc. complete

62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)

Supply and fixing of MS glazed windows doors shutters with frame of sections including supply of all materials, labour, T&P etc.

Painting one coat of white washing and two coat of distemper of approved shade on new work including supply of all labour materials T&P etc. complete

Snowcem

M.S. Iron work on RCC wrought to required shape and sizes as necessary including its bending and supply of steel its for proper completion of work

MS work in grill

Supply of all labour materials T&P etc. make the 40mm insulation of roof complete.

Fixing of tiles above roof with all labour materials T&P etc. complete

Fixing of wall tiles with all labour materials T&P etc. in 1:2 cement mortar complete

Fixing of floor tiles with all labour materials T&P etc. in 1:2 cement mortar complete

Dismanteling of roof and other work

Excavation in ordinary soil mixed with shingle, boulder requiring special T&P like pickaxe, crowbar etc. for foundation including lift upto 1.5 m. and Lead upto 30 m. Including refilling, watering, ramming of excavated earth into the trenches or space between the sides of foundation trenches or in to the plinth and removal and disposal of surplus earth upto a distance of 60 m. from trenches.

Concrete with 4 Cm gauge stone ballast, local sand and cement in proportion of 1:2:4 in foundation and floors including supply of all materials, labour and T&P etc.required for proper completion of work.

Concrete with 4 Cm gauge stone ballast, local sand and cement in proportion of 1:3:6 in foundation and floors including supply of all materials, labour and T&P etc.required for proper completion of work.

Concrete with 4 Cm gauge stone ballast, local sand and cement in proportion of 1:4:8 in foundation and floors including supply of all materials, labour and T&P etc.required for proper completion of work.

R.R. Stone masonary with 1:6 cement and sand mortar including cartage and supply of all materials,labours,T&P etc. complete for proper completion of work.

R.R.Stone masonry laid in dry including cartage and supply of all materials,labours,T&P etc. required for proper completion of work.

Construction of 150 mm PCC drain along the apron and for disposal of sludge etc. complete including supply and cartage of all material.

Provisiom for drainage system and construction of manhole chamber.

Supply and laying of 250 mm dia RCC NP2 Pipe

Construction of Boundary wall made up of Brick masonary 1.5 m height height as per approved design & drawing at MPS,IPS and Top CWR campus including supply of all materials, labour, T&P etc. complete including cartage of materials.

Providing and fixing of barbed wire fencing of 1.8 mtr heigh through angle iron post including supply of all materials, labour, T&P etc. complete for proper completion of work.

Supply and fixing of M.S .Iron Gate 3.60 m wide & 1.60 m height as per approved design & drawing including supply of all materials, labour, T&P etc. complete including cartage of materials.At MPS , IPS-I& II (Zone-A & Zone-B) and reserviores

Dismentling of following existing road pavment for laying different sizes of pipe stacking the servicable material and disposal of west material upto the distance of 30 m including supply of all material, labour and T&P etc. complete

Bitumineous road

CC road

Painting of API/MSERW Pipewithb 2 coats of approved quality (Anti-Corrosive paint over one coat of primer)

RAW WATER

V.T. pump set, discharge (Q) - 575 LPM, Head - 69 Mtrs.

V.T. Motor for above pump.

M.S.Channel

Fully Automatic Auto Transformer Starter suitable for above motor (Oil cooled).

Control Panel suitable for above pumping plant.

50 mm² Al. conductor, armoured, 3.5 core XLPE cable of 1.1 KV grade

16 mm² Cu conductor 3 core submersible cable of 1.1 KV grade

Jointing material such as lugs, tape etc.

Double loop Earthing

100 Amp main switch for receiving power supply from meter board

Supply of main piping and valve comprising of the following.

150 mm dia CS DF sluice valve Class 150 ASA

150 mm dia C.S D/F Reflex valve of Class 150 ASA

PIPE & FITTING

GAUGES(0-10Kg/cm²)

Tools

Supply of spare of starter

Chain Pully Block 4.5 Mtrs. Lift, 2 tone capacity withTravelling arrangement and girder fitting.

Rubber resistance sheet (size-1mx2mx0.025m)

Installation

Commissioning

Testing

At works

At site

Painting

MAIN PUMPING STATION (MPS)

Centrifugal pump set, discharge (Q) -575 LPM, Head - 380 Mtrs

Motor for above pump.

Base Plate for above pump set.

Fully Automatic Auto Transformer Starter suitable for above motor (Oil cooled).

Control Panel suitable for above pumping plant.

150 mm² Al. conductor, armoured, 3.5 core XLPE cable of 1.1 KV grade

50 mm² Cu conductor 3 core submersible cable of 1.1 KV grade

Jointing material such as lugs, tape etc.

Double loop Earthing

320 Amp 4 pole Main Switch for receiving power supply from meter board

Supply of main piping and valve comprising of the following.

150 mm dia C.I D/F Sluice valve of Class PN 1.0

100 mm dia CS DF sluice valve Class 300 ASA

100 mm dia C.S D/F Reflex valve of Class 300 ASA

PIPE & FITTING

GAUGES(0-56Kg/cm²)

Tools

Supply of spare of starter

Supply of spare of above pump (575lpm,380 mtr)

Supply of spare of above Motor

HOT gantry 2 Tonne With 8 meter span 4.5 lift capacity with geared travelling trolly with two girder in the pump house.

Rubber resistance sheet (size-1mx2mx0.025m)

Installation

Commissioning

Testing

At works.

At site.

Painting

INTERMEDIATE PUMPING STATION-I ( IPS - 1)

Centrifugal pump set, discharge (Q) -500 LPM, Head - 378 Mtrs

Motor for above pump.

Base Plate for above pump set.

Fully Automatic Auto Transformer Starter suitable for above motor (Oil cooled).

Control Panel suitable for above pumping plant.

150 mm² Al. conductor, armoured, 3.5 core XLPE cable of 1.1 KV grade

50 mm² Cu conductor 3 core submersible cable of 1.1 KV grade

Jointing material such as lugs, tape etc.

Double loop Earthing

320 Amp 4 pole Main Switch for receiving power supply from meter board

Supply of main piping and valve comprising of the following.

150 mm dia C.I D/F Sluice valve of Class PN 1.0

100 mm dia CS DF sluice valve Class 300 ASA

100 mm dia C.S D/F Reflex valve of Class 300 ASA

PIPE & FITTING

GAUGES(0-56Kg/cm²)

Tools

Supply of spare of starter

Supply of spare of above pump (500lpm,378 mtr)

Supply of spare of above Motor

HOT gantry 2 Tonne With 8 meter span 4.5 lift capacity with geared travelling trolly with two girder in the pump house.

Rubber resistance sheet (size-1mx2mx0.025m)

Installation

Commissioning

Testing

At works.

At site.

Painting

INTERMEDIATE PUMPING STATION-II ( IPS - II)

Centrifugal pump set, discharge (Q) -450 LPM, Head - 360 Mtrs

Motor for above pump.

Base Plate for above pump set.

Fully Automatic Auto Transformer Starter suitable for above motor (Oil cooled).

Control Panel suitable for above pumping plant.

120 mm² Al. conductor, armoured, 3.5 core XLPE cable of 1.1 KV grade=60 Mtr

35 mm² Cu conductor 3 core submersible cable of 1.1 KV grade=100 Mtr

Jointing material such as lugs, tape etc.

Double loop Earthing

250 Amp 4 pole Main switch for receiving power supply from meter board

Supply of main piping and valve comprising of the following.

150 mm dia C.I D/F Sluice valve of Class PN 1.0- 2Nos

100 mm dia CS DF sluice valve Class 300 ASA- 4Nos

100 mm dia C.S D/F Reflex valve of Class 300 ASA-3Nos

PIPE & FITTING -1Set

GAUGES(0-56Kg/cm²)

Tools

Supply of spare of starter

Supply of spare of above pump (550lpm,360 mtr)

Supply of spare of above Motor

HOT gantry 2 Tonne With 8 meter span 4.5 lift capacity with geared travelling trolly with two girder in the pump house.

Rubber resistance sheet (size-1mx2mx0.025m)

Installation

Commissioning

Testing

At works.

At site.

Painting

Cost of Power transformer for 11 KV /.433 KV

At Main pumping station. The capacity of transformer 250 KVA.

At Intermediate pumping station-I,The capacity of transformer 250 KVA.

At Intermediate pumping station-II,The capacity of transformer 160 KVA.

Cost of supply of HT Panel with one no. Required VCB module for Incomer and two nos load break switch module for out going to transformer etc complete.

HT outdoor termination kit

HT Indoor termination kit

70 sq.mm Al. conductor 3 core PVC sheathed armoured HT cable

Cost of earthing of transformers at each stage including supply of material for required no of GI/ Copper earthing complete with supply of all material, labour and T&P required as per I.E rules.

Installation & testing of transformers

Cost of fencing of transformers at different stages upto.

After testing & commissioning of scheme running & maintenance of scheme by running pumping plant for 16 hrs per day (for a period of 6 months or complete Distribution line testing of civil works which over later ) including supply of skilled O&M staff, account maintenance including supply of all materials, labour, T&P etc. complete but excluding electricity charges for pumping of water.

AUTOMATION WORKS

For Infiltration well’ M.P.S, I.P.S-I, IPS-II.

GSM BASED REMOTE TERMINAL UNITS WITH Analog and Digital Parameter and features as specified to store and transmit data on GSM backbone to LMS(RTUs shells be integrated with the starter Panel)

GSM based wireless communication hardware for RTUs capable to transfer data from remote site to MCS/LMS with all accessories.

Energy meters suitable for automation

Valve actuator for 150 mm dia valve for raw water

Valve actuator for 100 mm dia valve for mps ips-I

Actuator Panels

Hard wired timer circuit for actuators

Pressure transmitter

chlorine sensor for mps

Auto phase reversal unit -

For Raw Wate, IPS-II (0-100 HP)

For MPS & IPS-I, IPS-II,(100-150 HP)

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

Over voltage & under voltage trip protection (350 V- 450 V)

Electromagnetic insertion type flow meters for 150 mm size (for Raw water ) with local electronics(display and set point facility) and 4-20mA retransmission output to SCADA suitable for line size.

Electromagnetic insertion type flow meters for 100 mm size ( MPS,IPS-I ) with local electronics(display and set point facility) and 4-20mA retransmission output to SCADA suitable for line size.

Cabling Work

Single cabling between RTU and field instruments, 2 Core x 1.5 PVC coated flexible screened cable

Control cable between RTU and field instruments/control panel

4C x 1.5 sq mm PVC coated flexible unscreened Cu cable

10C x 1.5 sq mm PVC coated flexible unscreened Cu cable

conduct pipe 1” PVC

conduct pipe 1½” PVC

Accessories like PVC flexible pipes, PVC bend, AC & DC relays with base, lugs etc.

Erection commissioning of all instruments and customization of software.

INTERNAL/EXTERNAL ELECTRIFICATION OF PUMP HOUSE INTAKE WELL,M.P.S, I.P.S-I I.P.S-II.

Wiring for light point, fan point etc. with 1.5 sq mm FR PVC insulated copper conductor single core cable in surface PVC conduit with piano type switch, phenolic laminated sheet, suitable size GI box, with earth wire of 1.5 sq mm FR PVC insulated copper conductor single core cable etc as required.

Wiring for circuit/submain alongwith earth wire with the following size of FR PVC insulated copper conductor single core cable in surface PVC conduit as required.

2x2.5 sq. mm + 1x2.5 sq. mm earth wire

2x4 sq. mm + 1x4 sq. mm earth wire

Supply and fixing of metal box of 180 mmx100mmx160 mm deep on surface with suitable size phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 amp and 15x16 amp socket outlet and 15/16 amp piano type switch, connections, painting etc as required.

Supply and fixing of 8 way double door S.P.N. sheet steel, MCB DB, 240 V on surface complete with copper bus bar, neutral bus bar, earth bar, inter connections including earthing etc as required. (But without MCB/ RCCB/Isolator)

8 way double door

Supply and fixing of 5 A to 32 A, 240 V, 10 KA, C serious MCB suitable for inductive load of following pole in the existing MCB DB complete with connection, testing etc as required.

Supply and fixing of double pole, 240 V, isolator in the existing MCB DB complete with connection, testing etc as required.

Supply and fixing of 40 W LED tube light complete in all respect (Bajaj / Philips / Equivalent make)

Supply and fixing of 23 watt LED external lighting luminaires with mounting bracket etc. complete.

unipro techno infrastructure pvt ltd