Pey Jal Nigam Uttarakhand Tender
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Pey Jal Nigam Uttarakhand Tender
Eprocure
Opening Date
15 Feb 2019Closing Date
1 Mar 2019Tender Amount
₹ 13,00,00,000Costs
EMD
₹ 26,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_MDPEY_15561_1Tender No
Letter No. 928/NIVIDA/109 dated 14.02.2019Tender Authority
Pey Jal Nigam Uttarakhand ViewPurchaser Address
-Website
http://http://peyjal.uk.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
upto 1.5 m depth
8100
-
-
1.5 m to 3 m depth
15000
-
-
3 m to 4.5 m depth
1500
-
-
Excavation in excavation by mechanical means /manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disosal of excavated earth lead up to 50.0m and lift up to 1.5m as directed by engineer incharge.
-
-
-
upto 1.5 m depth
220
-
-
1.5 m to 3 m depth
66
-
-
3 m to 4.5 m depth
66
-
-
4.5 m to 6.0 m depth
66
-
-
6.0 m to 7.5 m depth
60
-
-
7.5 m to 9.0 m depth
40
-
-
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 upto 50 m.
-
-
-
upto 1.5 m depth
55
-
-
1.5 m to 3 m depth
8.5
-
-
3 m to 4.5 m depth
8.5
-
-
4.5 m to 6.0 m depth
8.2
-
-
6.0 m to 7.5 m depth
6
-
-
7.5 m to 9.0 m depth
4
-
-
Provide & fixing of Close Timbering in trenches for the following depths below ground level consisting of 40mm thick approved country wood planks for poling board, 125mm ×75mm Indian Salwood walers and 100 mm dia Sal wood ballies for struts at 1.50m interval including removal after laying of sewer(both sides of trenches will be taken as one side for the purpose of payments & measurements i.e. area equals to length x depth of trenches. Dismantled timbering materials will be the property of the contractor.
-
-
-
3.0m to 4.5 m below ground level
590
-
-
Same as item no3 but timbering to be left in trenches (Used timbering)
-
-
-
3.0m to 4.5 m below ground level
590
-
-
Provide & fixing of Open Timbering (covering 1/3rd of surface area by planks), in trenches for the following depths below ground level consisting of 40mm thick approved country wood planks for poling board, 125mm × 75mm Indian Salwood walers and 100 mm dia Sal wood ballies for struts at 1.50m interval including removal after laying of sewer(both sides of trenches will be taken as one side for the purpose of payments & measurements i.e. area equals to length x depth of trenches. Dismantled timbering materials will be the property of the contractor.
-
-
-
Depth up to 3.0m below ground level
5350
-
-
Steel shoring in trenches / manholes including strutting , shoring and packing cavities where required complete including all material, labour, tools etc. with all lead and lift complete in all working conditions like subsoil, water etc. and as directed by the Engineer -in-charge. (Measurement to be taken of the face area provided with shoring)
-
-
-
for trenches beyond 1.5 mt. depth
-
-
-
Upto 3.00 meter depth
2300
-
-
Upto 4.50 meter depth
510
-
-
for manholes beyond 1.5 mt. depth
-
-
-
Upto 3.00 meter depth
175
-
-
Upto 4.50 meter depth
130
-
-
Supply & Laying - Jointing of 200 mm dia. D.I. K-7 S&S pipes with rubber gaskets to the site of work, lowering the same into trenches below ground level true to alignment, making the joints with approved EPDM quailty of rubber etc. complete but excluding excavation and backfilling of gaskets including cost of all jointing materials and testing trenches upto ground level
-
-
-
200 mm Diameter DI pipe
2075
-
-
Supply & Laying - Jointing of 250 mm dia. D.I. K-7 S&S pipes with rubber gaskets to the site of work, lowering the same into trenches below ground level true to alignment, making the joints with approved EPDM quailty of rubber etc. complete but excluding excavation and backfilling of gaskets including cost of all jointing materials and testing trenches upto ground level
-
-
-
250 mm Diameter DI pipe
2020
-
-
Supply & Laying - Jointing of 300 mm dia. D.I. K-7 S&S pipes with rubber gaskets to the site of work, lowering the same into trenches below ground level true to alignment, making the joints with approved EPDM quailty of rubber etc. complete but excluding excavation and backfilling of gaskets including cost of all jointing materials and testing trenches upto ground level.
-
-
-
300 mm Diameter DI pipe
6000
-
-
Providing and constructing RCC circular manhole of various diameters and depths with RCC M 20 and as per drawing. The work consists of excavation, dewatering, planking, strutting etc. refilling, disposal of surplus earth with all lead and lift at a suitable disposal site,construction of RCC base over PCC M15 (1:2:4) bed and RCC wall, preparation of channel and PCC M15 (1:2:4) benching, fixing of manhole frame & its cover, RCC-M20 cover slab of suitable thickness ,centering and shuttering, providing and fixing PVC encapsulated footsteps of approved make and quality, SFRC Extra heavy duty (EHD-35) frame and cover of 56cm. dia. clear opening, suitable connection of inlet and outlet pipes, curing ,testing of manholes (including the cost of manhole cover , frame & reinforcement steel ) complete as per specification and drawing and as directed by the Engineer.( Excavation will cover all types of condition like sub soil water and foul condition.)
-
-
-
Type- A
-
-
-
900mm internal diameter & depth upto 1.65 m
33
-
-
Type -B
-
-
-
1200 mm internal diameter and depth between 1.65m to 2.0m.
3
-
-
1200 mm internal diameter and depth between 2.0 m to 2.5m.
5
-
-
Type- C
-
-
-
1500 mm internal diameter and depth between 2.5 m to 3.0m.
13
-
-
1500 mm internal diameter and depth between 3.0m to 3.5m.
31
-
-
Add extra for providing drop arrangement
2
-
-
1500 mm internal diameter and depth between 3.5 m to 4.0m.
19
-
-
Add extra for providing drop arrangement
2
-
-
Providing, laying & jointing of sewer service connection by using uPVC pipe from individual plot/industry to road side chamber and from road side chamber to manhole on main sewer line.Works includes supply and delivery of plain ended with integral sockets unplasticised polyvinyl chloride (uPVC) Pipes with ISI mark intended for underground (buried) non pressure gravity drain and sewer applications conforminmg to IS:15328:2003 with latest amendments for different sizes and stiffness classes as per specifications .The pipes shall be in 3 mt and 6 mt. lengths.The Pipes may be joined using elastomeric sealing rings.The elastomeric sealing rings required for jointing of ringtite uPVC Pipes and shall in accordance with one of the types (type 1 to type 6) of IS 5382. Including excavation, dewatering, refilling, compaction and disposal of surplus earth with all lead and lift at suitable disposal site. All transportation, loading and unloading, conveying to site,lowering,laying and jointing of pipes,75mm thick sand filling all around the pipe as per drawing and specifications shall be inclusive complete and as directed by the Engineer-in-Charge .Necessary test certificate is to be furnished by the manufacturer.The PVC resin shall be of grade 67 ER 092 for S16.5 series,SDR 34,SN-8.
-
-
-
110 mm dia (Outer diameter)
150
-
-
160 mm dia (Outer diameter)
580
-
-
Construction of chamber in side the premises of individual industry with clear inside opening of 450*450 mm having varying depths with 230 mm thick Brick (FPS bricks of class designation 7.5) Masonary in CM 1:4 (1 cement : 4 coarse sand ), including plastering 15 mm thick in CM 1:4(1 cement : 4 coarse sand ) on both outside & inside (neat cement finish inside ),PCC M-15(1:2:4) (1 cement :2 fine aggregate : 4 course aggregate ) for bed of 150 mm thick & benching of as per drawing with pre cast cement concrete frame & cover of grade MD-20 as per IS 12592 .The work includes excavation ,refilling of excavated material with compaction ,fixing of uPVC Pipe of 110/160 mm dia as required .Work should be completed in all repect as per specifications ,drawing and as per directions of Engineer-in-charge.
-
-
-
inside Depth of chamber above 700 mm and upto 1000 mm as per drawing
25
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering :1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) for encasing of uPVC pipe by PCC where ever cover on pipe is less than o.9 m and other works Work should be completed in all respect as per specifications, drawing and as per directions of Engineer In charge.
100
-
-
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per directionof Engineer - in - charge Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix.
60
-
-
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.
-
-
-
WBM/WMM roads
945.06
-
-
bituminous road
945.06
-
-
Dismantling of dry pitching in floors, drains etc. including stacking of servicable material and disposed of unservicable materila up to lead of 50.0m.and disposal of unserviceable material within all lead and lift,as per specifications and direction of Engineer-in-charge.
300
-
-
Restoration of Road
-
-
-
Granular Sub-base with Close Graded Material (Table:- 400-1) for Grading- II Material, Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MoRT&H) and complete as per specifications and direction of Engineer-in-charge. for grading- II Material.
1200
-
-
Wet Mix Macadam- Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density and as per specification, drawing and as per direction of Engineer Incharge.
1350
-
-
Bituminous Macadam -Providing and laying bituminous macadam for Grading I ( 40 mm nominal size ) with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared
surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction and as per specification, drawing and as per direction of Engineer Incharge.
290
-
-
Semi - Dense Bituminous Concrete- Providing and laying semi dense bituminous concrete for GradingII (10 mm nominal size) with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects)
4600
-
-
Seal Coat- Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats.
-
-
-
Seal Coat - Type A
5500
-
-
Type B-Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/ hours using Crushed Sand or Grit Passing 2.36 mm and retained on 180 micron and penetration bitumen of suitable grade.
5500
-
-
Providing and laying Cement concrete 1:2:4 (1 cement: coarse sand:4 graded stone aggregate 20 mm nominal size) in pavements ,laid to required slope and camber in panels as required including consolidation ,finishing and tamping complete as per specification,drawings and as directed by the Engineer-in Charge.
85
-
-
Providing and laying Cement concrete 1:3:6 (1 cement:3 coarse sand:6 graded stone aggregate 20 mm nominal size) in pavements ,laid to required slope and camber in panels as required including consolidation ,finishing and tamping complete as per specification,drawings and as directed by the Engineer-in Charge.
90
-
-
Providing and fixing of precast concrete interlocking tiles 60 mm thick of M 30 grade manufactured from fully computerized automatic stationery hydraulic viebro pressed machine and fully computerized automatic batching plant of class A1/A2 as per BS 6717:2001. The CC interlocking paving blocks be laid on average 50mm. thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub-base as defined. Complete job is to be executed as per the instruction of Engineer incharge. The rates to be inclusive of 50 m lead only complete as per specifications. Tensile splitting strength, abrasion and braking load etc. as per BS 6717:2001, Grey cement.
70
-
-
Laying serviceable cement concrete interlocking paver blocks of any design/shape/thickness 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 directed by the Engineer-in-Charge .
50
-
-
Miscellaneous works (Item to be executed where ever specifically required)
-
-
-
Demolishing Brick work manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material with in 50.0 m lead at suitable site including cost of labour, tools and plants, transportation of material for disposal by any means etc. as per specifications and as directed by Engineer incharge.
235
-
-
Demolishing stone rubble masonry manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material with all lead and lift at suitable site including cost of labour, tools and plants, transportation of material for disposal by any means etc. as per specifications and as directed by Engineer incharge.
30
-
-
Demolishing cement concrete manually/ mechanical means including disposal of material with all lead and lift for 1:3:6 or richer mix as per specifications and as directed by Engineer incharge.
30
-
-
Demolishing reinforced cement concrete work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material with all lead and lift and as per specifications and as directed by Engineer incharge.
15
-
-
Dismantling precast concrete or stone slabs of any thickness including stacking as directed by Engineer-in-Charge with all lead including the cost of labour, tools and plants, transportation of material for stacking by any means.
-
-
-
Thickness upto 40 mm
150
-
-
Thickness above 40 mm upto 75 mm
200
-
-
Dismantling RCC/ stoneware pipes/ Asbestos cement pipe including excavation and refilling trenches after taking out the pipes manually / by mechanical means and stacking pipes with in 50 m lead as per direction of Engineer incharge (Pipe may be chocked and filled).
-
-
-
upto 150 mm diameter
300
-
-
Above 150 mm diameter
300
-
-
Restoration of Brick Work with F.P.S. bricks of class designation 7.5 in foundation and plinth and as per specifications and direction of Engineer-in-charge. In Cement Mortar 1:4 (1 cement : 4 coarse sand).
45
-
-
Restoration Random rubble masonry with hard stone in foundation and plinth / superstructure including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand: 12 graded stone aggregate 20mm nominal size) at plinth level and as per specifications and direction of Engineer-in-charge
-
-
-
In Cement Mortar 1:6 (1 cement : 6 coarse sand) with available stone
30
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - at all levels : 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) wherever required including necesarry ramming and consolidation,curing etc. and as directed by Engineer- in-charge.
30
-
-
Providing and laying in position specified grade of reinforced cement concrete,M20 grade (1:1.5:3), excluding the cost of centering, shuttering, finishing and reinforcement- at all levels, Including necesarry ramming and consolidation,curing etc. and as directed by Engineer- in-charge.
31.77
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500 D or more.
8000
-
-
Centering and shuttering including strutting, propping etc. and removal of form work etc.
-
-
-
in foundation
905.45
-
-
in superstructure
127.51
-
-
Bailing out or pumping out subsoil water keep trenches dry during excavation of trenches other construction and laying of sewer, Hiring of pump & motor with generator /suction delivery pipe , fittings including cartage. (for 3.5 days @250.0 per day)
-
-
-
Depth 0-1.5 m BGL
1100
-
-
Depth1.5 -3.0 m BGL
1700
-
-
Depth 3.0-4.5 m BGL
400
-
-
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 assuming lead of 2.0 km including all lifts involved.
1175
-
-
Providing and Installation of Mild steel product pipe by manual Pipe jacking method including making of entry and exit pits, all related civil works like excavation, shoring/strutting etc., manual shielded excavation, lowering of pipe segments in the jacking pit, laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion, Including cost of carrier and casing(both) MS pipe fabricated/manufactured out of MS coil of steel grade Fe410 as per IS 3589:2001; or out of HR coil of same/equivalent grade; coated internally with food grade epoxy and externally/outside with epoxycoating, minimum thickness of MS coil as specified; complete in all respect, including Dewatering, excavation in any type of soil, soft / hard rock etc, complete in all respect as per specification, drawings and as directed by Engineer-in-charge. (For Installation length up to 100m)
-
-
-
900 mm dia 12 mm thick casing pipe
225
-
-
Supplying and fixing of CI Sluice valves PN-1.0 class of approved make conforming to IS 14846:2000valves including carting upto site of work and fixing the same
including cost of valves, specials, labour and T&P complete in all respect (excluding the cost of earth work and construction of chamber). Including cost of bolts,nuts,rubber insertions, labour, tools etc. complete as per drawing and as directed by the Engineer-in-Charge.
-
-
-
300 mm dia
2
-
-
Construction of RCC valve chamber for fixing different type of valves including earthwork excavation, plain cement concrete 1:3:6 (1 Cement : 3 fine/ coarse sand : 6 graded stone aggregate 20mm nominal size) as levelling course, Reinforced Cement Concrete of 1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size) for base slab, side wall & cover slab with 600x600 mm DI manhole cover with frame, including cost of structural work, proper curing of concrete work and providing cover slab, SFRC steps with all material cost, labour cost, including all taxes and duties, with all lead and lift charges etc. complete as per standard specifications and drawings and also as directed by Engineer.
2
-
-
Demolishing cement concrete (1:3:6 or richer mix) including disposal of material within 50 metre lead:
10
-
-
Dismantalling of flexible Pavements (dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 m, stacking serviceable and unserviseable materials separately)
-
-
-
Bituminous courses by mechanical means
4150
-
-
WBM/WMM roads
4150
-
-
Providing and constructing of the RCC Thrust Blocks of cement concrete of mix M 20 for DI bends including the excavations of soils up to the required depth ,disposal of soils after refilling with selected available earth,providing PCC including cost of labours,materials tools,curing,shuttering etc., complete as per drawing and as directed by the Engineer.
5
-
-
Brick Work with F.P.S. bricks of class designation 7.5 in foundation and plinth and as per specifications and direction of Engineer-in-charge. In Cement Mortar 1:4 (1 cement : 4 coarse sand).
80
-
-
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in. In Cement Mortar 1:4 (1 cement : 4 coarse sand).
80
-
-
15 mm cement plaster in CM (1:4) on both side of wall
800
-
-
Providing and laying Cement concrete 1:2:4 (1 cement: coarse sand:4 graded stone aggregate 20 mm nominal size) for coping on brick masonry wall , complete as per specification,drawings and as directed by the Engineer-in Charge.
2.3
-
-
Providing and laying in position specified grade of reinforced cement concrete,M20 grade (1:1.5:3), for RCC pillars at every 3.0 m interval in boundary wall and RCC tie beam at plinth level and pillars for main entry gate, excluding the cost of centering, shuttering, finishing and reinforcement- at all levels, Including necesarry ramming and consolidation,curing etc. and as directed by Engineer- in-charge
-
-
-
Columns in boundary wall, piller, tie beam up to plinth level
16.77
-
-
Columns in boundary wall at 3.0 m interval in super structure
7.33
-
-
Steel fabrication steel gate including painting and fixing complete in all respect as per specification and as directed by engineer incharge.
400
-
-
Providing and laying in position specified grade of reinforced cement concrete,M25 grade , excluding the cost of centering, shuttering, finishing and reinforcement- at all levels, Including necesarry ramming and consolidation,curing etc. and as directed by Engineer- in-charge
-
-
-
RCC raft in foundation
13
-
-
RCC wall
50
-
-
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size).. and as directed by Engineer- in-charge
5
-
-
Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately)
0.24
-
-
Providing and fixing panelled or panelled and glazed shutters for doors,windows and clerestory windows, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws,excluding panelling which will be paid for separately, all complete asper direction of Engineer-in-charge, (Second Class teak wood)
-
-
-
Door, window, ventilators
9.6
-
-
Distempering with dry distemper of approved brand and manufacturer two or more coats of required shade on new works over and including water thinnable priming coat to give an even shade.
340
-
-
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete 40 mm thick with 20 mm nominal size stone aggregate
33
-
-
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required
-
-
-
In stringers, treads, landings etc. of stair cases, including use
of chequered plate wherever required, all complete
2500
-
-
In gratings, frames, guard bar, ladder, railings, brackets, gates
and similar works
2000
-
-
Providing and fixing rolling shutter of approved make, made of required size MS laths, inter locked together through their entire length and joined together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangement for inside and out side locking with push and pull operation complete in all respect or as directed by engineer incharge. 80X0.90 mm MS laths with 0.9 mm thick top cover
6
-
-
Supply of multi Rack type Manual Coarse Bar Screen, the bar screen shall be fabricated from 40 mm x 10 mm of SS bar .
2
-
-
Clearing jungle including up rooting of rank vegetation, grass, brush wood, tress and sampling of girth up to 30 cm measured at a height of 1.0 m above ground level and removal of rubbish up a distance of 50 m outside the periphery of the area cleared.
20000
-
-
Cleaning of chocked sewer line by diesel running vehiclemounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litre suction capacity and 6000 litre water jetting tank capacity including skilled operater , supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. Dechocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150mm dia up to 300 mm dia for all depth.
15000
-
-
Cleaning of existing chocked manholes including cleaning of weeds, debris, soil, Boulder, leachete, sewage etc. also including taking invert level of manholes by leveling instrument, size of existing pipe, pipe material etc.Complete in all respect as per specification and as directed by engineer incharge.
1000
-
-
KSB make Pumps: Supply and installation of new submersible pumps , non -clog type,suitable for municipal sewage,design for continuous operation in submerged/partially submerged cpnduition and intermittent operation complete with guide rail, anchoring brackets,base elbow, power cable& pumping lifting cxable/SS chain with control panel and level switches suitable for solid passage of 100mm diameter and above
-
-
-
Capacity 2450 lpm, head 20 mtr. (35 HP)
2
-
-
Main Piping and valves
2
-
-
Tools
1
-
-
SITC of Cummin make DG Set -70 KVA with AMF Panel.
1
-
-
Earthing
4
-
-
Cabling
50
-
-
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)
1
-
-
GSM based wireless communication hardware for RTUs capable to transfer data from remote site to MCS/LMS with all accessories.
1
-
-
Intelligent Energy meters suitable for automation (ech PUMP)
2
-
-
Auto Phase Reversal Unit 250HP
1
-
-
Isolation Transformer (440V step down 220V for protection of site automation hardware)
1
-
-
Over voltage & under Voltage trip protection (350 V-450 V) selectable.
2
-
-
Customization of software & Integration with the existing SCADA Stations
1
-
-
Erection, Commissioning & Customization of iRTU/PLC & Software
1
-
-
Electromagnetic Flow Meters for line sizes of Automata/E&H/NIVO/eq. Make for following sizes with local electronics (display and set point facility) and 4-20mA retransmission output to SCADA with 150 mm NB
1
-
-
Level Transmitter for 10 mtr range
1
-
-
Pressure Transmitter
2
-
-
Cabling work
-
-
-
Single cabling between RTU and field instruments, 2 Core x 1.5 sqmm PVC coated flexible screened cable
50
-
-
10C x 1.5 sq mm PVC coated flexible unscreened Cu cable
50
-
-
conduit pipe 1" PVC
30
-
-
conduit pipe 1.5" PVC
15
-
-
Accessories - PVC Bend, AC & DC Relays with flexible Pipe Lugs, etc
2
-
-
Erection, Testing, Commissioning & Integration with the SCADA Station
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Flow meter with clamp & accessories
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Pressure sensor
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Evaluation Notes How It Works ?
Potential Partner
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