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Tender For Augmentation And Extension Of Chandauli Np Water Supply Scheme, chandauli-Uttar Pradesh

Uttar Pradesh Jal Nigam-UPJN has published Tender For Augmentation And Extension Of Chandauli Np Water Supply Scheme. Submission Date for this Tender is 15-04-2024. Tube Well Tenders in chandauli Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

42797407
Corrigendum : Tender For Augmentation And Extension Of Chandauli Np Water Supply Scheme
Open Tender
Indian
Uttar Pradesh
chandauli
15-04-2024

Tender Details

Augumentaion And Extension Of Chandauli Np Water Supply Scheme Survey Soil Investigation, Design, Supply Of All Materials Etc. Required For Construction Of Tube Wells, Pump House, Over Head Tanks, Scada Room, Rising Main, Distribution Network, House Connection, Boundry Wall, Ms Gate, Site Development Work Etc. A

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 04-Apr-2024 Extension of date Date 15-04-2024
2 12-Apr-2024 Addendum 01 Technical Bid 15-04-2024

Key Value

Document Fees
INR 23600 /-
EMD
INR 2298000.0 /-
Tender Value
Refer document

BOQ Items

Name of Work: AUGMENTATION & EXTENSION OF CHANDAULI NAGAR PANCHAYAT WATER SUPPLY SCHEME, DISTT-CHANDAULI
Sl. No. Item Description
1CivilWork
2RISING MAIN AND DISTRIBUTION SYSTEM
3Supply, carting, laying and jointing with fixing in proper position of the following sizes of C.I. Double flanged sluice valves and tail peace asperI.S.780/1969 class-1working pressure10kg/sqcm F.O.R destination including lowering, fixing in position and jointing then with pipe line etc comlete including all jointing material and specials of following sizes.
490 mm dia HDPE PN-6 PE-100
5110 mm dia HDPE PN-6 PE-100
6140 mm dia HDPE PN-6 PE-100
7160 mm dia HDPE PN-6 PE-100
880mm dia GI pipe medium class
9100 mm dia DI K-7
10125 mm dia DI K-7
11200 mm dia DI K-7
12250 mm dia DI K-7
13300 mm dia DI K-7
14350 mm dia DI K-7
15150 mm dia DI K-9
16200 mm dia DI K-9
17Supply, carting laying and jointing with fixing in proper position of the following sizes of C.I. Double flanged sluice valves and tail peace asperI.S.780/1969 class-1working pressure10kg/sqcm F.O.R destination including lowering, fixing in position and jointing then with pipe line etc comlete including all jointing material and specials of following sizes.
18350 mm
19300 mm
20250 mm
21200 mm
22150 mm
23125 mm
24100 mm
2580 mm
26Supply of 80 mm dia C.I. Double flanged scour valves as per I.S. 780 class-1workingpressure 10kg/SqcmF.O.RDestinationincluding loweringthemintoalreadyPreparedtrenches andfixingthemIn position including supply of Jointing materials such as bolt nut, Rubber insertionwhiteleadcompletewithExcluding valuesandspecials Required but including the testing etc. complete Excluding values and specials required but including the testing etc. complete.
27Supply of 50 mm dia screwed down type air valve with gun metal seat atsitestoneincluding loweringthemintoalready preparedtrenches and fixing them In position including supply of Jointing materials such as bolt nut, Rubber insertion white lead complete with Excluding values and specials Required but including the testing etc. complete Excludingvalues andspecialsrequiredbutincludingthetesting etc. complete.
28Supply of underground sluice valves type fire hydrant consisting of 80 mm dia tail pieces, 80 mm dia duck foot band and 63 mm dia standard make iron coupling with cap and chain etc. complete to ISS 909 at site including lowering them into already prepared trenches and fixing them In positionincludingsupplyofJointingmaterials suchasboltnut, Rubberinsertionwhitelead completewithExcludingvaluesand specials Requiredbutincludingthetestingetc.completeExcluding values and specials required but including the testing etc. complete.
29Excavation of earth in ordinary soil (loam, clay or sand) for pipe line and rising main trenches including lift upto 1.50 m and lead upto 50 m and refilling watering, ramming of the excavated earth into the trench and also disposal of surplus earth upto 50m from the center of the trenches including supply of all material labour, T&P etc complete as per instructions of Engineer -in -charge.
30Dismantling of the following type of road surface for laying of pipe line including sorting out and stacking of serviceable materials and disposal of unserviceable materias upto a distance of 50 m. as per instructions of Engineer -in -charge.
31B.O.E. surface
32Bituminous surface
33Interlocking Road
34C.C. Road
35Reinstatement of the following type of road surface with old and new materials including supply of all materials labour T&P etc. required for proper completion of the work as per instructions of Engineer -in -charge.
36B.O.E. surface
37Bituminous surface
38Interlocking Road
39C.C. Road
40Provision for Crossing of Culvert for laying pipe line including supply and materials labour, T&P etc. completeas per instructions of Engineer -in -charge. (casing of pipe is done by concreting)
41Provision for Crossing of Nala/drain for laying pipe line including supply and materials labour, T&P etc. completeas per instructions of Engineer -in -charge. (casing of pipe is done by concreting)
42Crossing of roadincluding shiftitng of telephone cabel etc.along the alignment of pipe line including supply of C.I Tyton pipe and special and also jointing material their laying and jiointing testing etc,complete.
433.5 M wide Road
447.0 M wide Road
45Laying of HDPE pipe by HDD method including preparing and setting up the plant and equipment, making string of new pipe workmaterial, installing new pipe string and making system ready for commissioning by HDD operation including excavation, shoring/strutting etc drilling, raming and pulling back the new pipe workon the designed bore path alignment, proper disposal of drilling fluid and back fill after completion.
4690mm dia HDPE pipe
47110mm dia HDPE pipe
48140mm dia HDPE pipe
49160mm dia HDPE pipe
50Making new House Connection with 20 mm hdpe pipe up to 5m in length in 90-350 mm dia of DI / HDPE Distribution main including Dismentling of Road,excavation of earthsupply,cartingofspecialsloweringthemintotrenches, fixingthem including bailing out water necessary excavation for connection, G.I. pipe minimum class1 m, water tap ferrule and all other material required heavy duty brass bib cock as per type design . Including all labour, T&P etc. required for proper completion of the works as per design and reinstetment of road and satisfaction of engineer incharge.
51Shiftingof house connections from old distribution main to new distribution main including supply of all material labour T&P etc in 90-200 mm dia line.
52Construction of following type chambers as per department type design and drawing including Heavy duty M.S.Manhole Cover and all materials, labour, T&P etc complete for proper completion of work as per instructions of Engineer -in -charge.
53Sluice valve chamber (masonry Type)- 1000 (L) x 1200 (W) x 1300 (H) mm (drawing no.D-4)
54Sluice valve chamber (surface box Type) (D-13)
55Fire Hydrant chamber (750 (L) X 450 (W) X 1000 (H) mm) (drawing no. D-5) chamber
56Air Valve Chamber 350 (L) x 350 (W) x 500 (H) mm (drawing no. D-6)
57Scour Valve Chamber dia upto 200 mm - 1000 (L) x 1200 (W) x 1300 (H) mm (drawing no.D-4)
58Interconnection of proposed new pipeline with old pipeline including supply of all materials, labour, T&P, bailing out of water etc. required to complete the work.
59Design and construct Thrust Block made in R.C.C. with cement coarse sand & 20 mm gauge stone ballast in proportion of 1:1.5:3 for pipe line including supply of MS reinforcement wrought to required shape as necessary its bending fixing & binding the same with 0.50 mm thick binding wire in position & necessary centering & shuttering including curing and supply of all materials labour T & P etc. required for proper completion of the work and as per specifications for RCC work as per instructions of Engineer -in -charge.
60OVERHEAD TANKS
61Providing structural design and drawing & Supply of all materials, labour, T&P (special or ordinary) and construct R.C.C. Over Head Tank as circular or intze type of following capacity and stagging on column and bracing R.C.C. staging with raft or raft cum pile foundation on contractors design subject to acceptance of the Engineer including flooring at ground level with minimum free board of 15 cm, and 1M wide apron beyond outer edge of balcony under the tank with 15cm dia semicircular drain, 1 M wide cantilever balcony all round at the base of the vertical wall, I.S.I. marked add mixers for water proofing of R.C.C. work in all water retaining parts of the tank will used and the ceiling of bottom dome will be painted with epoxy. Supplying and fixing of angle iron posts 50x50x6 mm and 1.20M high (clear) at 1M interval fixed on outer edges of the balcony including three rows of 20 mm dia G.I. Pipe (medium) railing, 1 M wide R.C.C. staircase on separate additional columns from ground level upto the top roof of tank upto manhole with passage at balcony with supply and fixing of angle iron posts 50x50x6 mm and 1.20 M high (clear) at 1M interval fixed on either side including three rows of 20 mm dia G.I. pipe (medium) railing. Also including200 mm dia HDPE pipe for takimg out water form OHT to soak pit M.S. angle iron of 50x50x6 mm at 1M apart fixed
62Zone-1B-650KL/20M Stagging
63Zone-2C - 1000KL/22M Stagging
64Repairing of existing over head tank in following zone including supply and fixing of lightening conducter , water level indicator, scrapping of old colour, Repair of OHT wall water tightening work,repair of cracks on concrete surface of OHT,dismantling and Reconstruction of inlet, outlet, overflow and wash out chamber, reconstruction of OHT floor, replacement of both M.S ladder and G.I pipe railing in three row net on top dome and provision for theem painting on OHT wall including all labour material etc required for complition of work.
65Zone-1A - 600KL/16M Stagging
66Zone-2A - 1800KL/16M Stagging
67Zone-2B - 400KL/16M Stagging
68CONSTRUCTIONOFPUMPHOUSECUM CHLORINATINGROOM, STAFFQUARTER, BOUNDARYWALL,GATEAND APPROACHROADaspertypedesignof upjn
69Dismantelling of existing plaster from the walls of the pump house.
70Excavation in foundation in ordinary soil (loam, clay or sand)including lift up to 1.50 m & lead up to 50 m, refilling, watering and ramming of evcavated earth into the trenches or space betwwen the building and sides of foundation trenches or into the plinth and disposal of surplus earth up to the distance of 50 m from the center of the foundation trenches.
71Concrete with 40 mm gauge brick ballast, local sand and cement in proportion in 8:4:1 in foundation including supply ofall material, labour T & P etc. required for proper completion of work.
72First Class brick work in 1:6 cement and coarse sandin foundation and plinth including supply of all material, labour T & P etc. required for proper completion of work.
7320 mm thick D.P.C. with cement and approved coarse sand 1:2 including 5% water proofing material, labour T & P etc. required for proper completion of work.
74First Class brick work in 1:6 cement and coarse sand mortar in super structure including supply of all material, labour T & P etc. required for proper completion of work.
75M SAngle iron chaukhat of 40mm *40mm size supply and fixing including simple moulding straight work as in chaukhat and also supply of all material,labour,T&P etc required for proper completion of work.
76R.C.C.work with cement,coarse sand and 20 mm gauge approved stone ballast in proportion of 1:1.50:3inslab, sun shedandlintel ondoors and windows excluding supply of reinforcement and its bendingbutincludingitsfixingandbindingthe same with 0.50 mm thick binding wire and the cost of binding wire and including necessary centering and shuttering supply of all material, labour T & P etc. required for proper completion of work.
77Mild steel of iron work of small sizes and sections for chaukhats of doors and MS grill for window such as holding down bolts,hold fast,teeroads,clamps grating etc (when not included in and over all rate) wrought to required form including supply of steel bolts nut and their fixing required for proper completion of the work
78Supply and fixing of plywood doors and shutters.
79Supply and fixing of 1 mm thick sheet iron panelled door,windows shutter including supply and fixing and adjustment of hinges,bolts,locks,handles,springs and other fittings but excluding supply and painting of fittings.
80Supply and fixing of powder coated aluminium rolling shutter with locking system, glass etc complete.
81Mild steel of iron work in plain work such as R C C work wrough to required shape as necessary including its bending and supply of steel ,wastage over lapping and hooks etc complete required for proper completion of work.
8212 mm thick plaster with cement and coarsesand mortar inI:6 over brick work with 3 mm floating coat of neat cementincluding supply of all material, labour T & P etc. required for proper completion of work.From GL up to super structure
83Same as above but in proportion 1:3 with cement and coarse sand mortar on ceiling.
84Supply and fixing of Tile flooring in toilet and bathroom.
85Dismantelling of existing floor including base concrete
8625 mm thick 1:2:4 plain cement concrete floor with cement coarse sand and 20 mm gauge approved stone ballast,water proofing compoundlaid in pannels finished with 3 mm floating coat of neat cemet and 75 mm thick base concrete consisting of cement local sand and Ist. Class brick ballast 40 mm gauge in proportion of 1:4:8 including supplyof all material, labour T & P etc. required for proper completion of work.
8740 mm thick 1:2:4 plain cement concrete floor with cement coarse sand and 20 mm gauge stone ballast,water proofing compound laid in panels,finished with 3 mm floating coat of neat cement or marble dust in 1:5 as specified removing any overlapping of mortar at the joints of pannels if any and giving them uniform finish, including supply of all materials,labour,T&P etc required for proper completion of work for apron
88Coloured cc interlocking on 25 mm thick local sand cushion over 100 mm thick brick ballast base concrete (1:4:8) for approach road including supply material,labour,T&P required for proper completion of work.
89Putti work on plaster of approved make including supply of labour,material,T&P complete.
90Painting and varnishing of new iron workwith one priming coat and two coat of approved quality paint or varnish including supply of all material, labour T & P etc. required for proper completion of work.
91Distempering with oil bound washable distemper of approved brand and manufacture on new work(two or more coats) and including water thinnable priming coat with cement primer.
92Finishingwallswith acrylic smooth exterior paint on new work in two or more coat including priming coat of exterior primer.
93Providing and fixing of M S jallies of 30cm*60cm size including supply of all materials,labour, T&P etc required for proper completion of work.
94Supply and fixing of rolled steel joist200 mmx100 mmincluding its painting with approved quality paint and also one priming coat.
95Supply and fixing of rolled steel joist150 mmx100 mmincluding its painting with approved quality paint and also one priming coat.
96Supply and fixing of 900 Vnotch 4 mm thick M S plate with stamp edge and seal etc complete
97Supply of all material labour T&P etc required for the construction of stilling chamber V notch chamber excluding supply of V notch etc all complete
98Sand filling in plinth in pump house and chloronating room including supply of all material, labour T & P etc. required for proper completion of work.
99100 mm dia HDPE down pipe complete with rose,heads,bends and gratings with MS clamp 25*3 mm fixed to walls & supply of 150 mm long 6 mm dia nails, repairs of plaster,painting etc complete etc complete.
100supply and fixing of 1.5 ton air conditioner of approved make complete.
101supply and fixing of oxidised iron fitting of approved make for doors and windows
102Horticulture work complete
103Provision for internal electrification including supply of all material, labour, T & P etc. complete.
104Provision for water supply and sanitary works including supply of all material, labour, T & P etc. complete.
105Supply of all material labour T&P etc required for Construction of Cemicurcular 250 mm diadrain out of boundry wall.
106Provision for Desktop computer with printer all
107Provision for Furniture for office setup
108Provision for Lab equipment, regends and glassware
109Supply & Fixing of 3.6 m wide gate with 1.2m wide wicket gateincluding construction of pillar as per type design of UPJN including cost of all material labour T&P etc required for proper completion of work
110Provide all materials labour and T&P etc required for proper completion of work and construct CC interlocking approach road with kerb stones on side for water works
111Provide all materials labour and T&P etc required for proper completion oflandscaping work including leveling dressing and excavation and filling earth where necessary for develpoment of water work site including carriage of earth from distance of upto 8 km fromwater works.
112Provide all materials labour and T&P etc required for proper completion of Construction of ground water recharge mechanism
113E&M
114Transportation, Erection & Dismantling of rig machine (Zone-3)
115Transportation, Erection & Dismantling of rig machine
116CONSTRUCTION OF TUBE WELL (DRILLING)
117ERECTION OF RIG MACHINE AND DRILLING WORK-
118Leveling and dressing of site and camp equipage and erection of D.C. rig machine at pin point and drilling up to 200 metre deep.
119Drilling of 550mm dia bore from G.L. to 65 m BGL.
120Drilling of 450mm dia bore from 65m BGL to 100m BGL.
121Drilling of 450mm dia bore from 100m BGL to 200m BGL.
122LOWERING OF TUBE WELL ASSEMBLY AND SHROUDING OF T.W. BY GRAVEL-
123Lowering of 200mmx150mm dia tube well assembly in bore hole and shrouding of pea Gravel between annular space of bore hole and T.W. assembly from G.L. to 180m BGL.
124Lowering of 200mm dia MSERW 7.1mm thick plain pipe from GL to 60m BGL.
125Lowering of 150mm dia MSERW plain/slotted pipe 7.1 mm thick from 60m B.G.L To 100m BGL.
126Lowering of 150mm dia MSERW plain/slotted pipe 7.1 mm thick from 100m B.G.L To 180m BGL.
127MATERIALS
128TUBE WELL:ASSEMBLY M.S. Tubewell assembly with all required parts like plain Pipe, Slotted Pipe, Rings, well cap, Bail Plug, Clamp, Reducer, Centre Guide, Support Structure etc
129200mm. dia size MSERW housing pipe 7.1 mm thick 60 mtr.- 200X150 mm. dia M.S reducer 16.0 mm. thick.-1No. 200mm. size M.S. well cap. 12mm thick. 1No. 200mm size M.S. half thread nipple. 1No. 200 mm. size M.S. ring 100mmx12mm tihck. 8No. 150 mm. size M.S. ring 100mmx12mm tihck-24No. 200 mm.dia size M.S. S/I clamp. 1No. Tube well supporting Frame. 1No. 150mm.dia size M.S.bail plug. 1No. 150mm Center guide. 10No. 200mm dia half thread socket 1No.
130150mm.dia MSERW 7.1mm thick slotted pipe.
131150mm.dia MSERW 7.1mm thick plain pipe.
132PEA-GRAVEL-
1331.60mm to 4.80mm. size pea gravel of Lalkuwan quarry duly screened, washed and proper stackingatsite.
134DEVELOPMENT OF TUBE WELL
135Development of tube well bycompressor
136Transportation,Installation & Dismantling of O.P. unit including levelling & dressing of site and camp equipage.
137Development of tube well by 250PSI air compressor
138Sodium Hexametaphasphate
139Development of tube well byO.P. unit
140Transportation,Installation & Dismantling of O.P. unit including levelling & dressing of site and camp equipage.
141Development of tube well by 2cusec O.P. unit.
142TEST :-
143Yield, Chemical and bacteriological test.
144Logging of tube well.
145Transportation, Erection & Dismantling of rig machine- TW Zone-1A,1B,2B,2C
146Transportation, Erection & Dismantling of rig machine
147CONSTRUCTION OF TUBE WELL (DRILLING)
148ERECTION OF RIG MACHINE AND DRILLING WORK-
149Leveling and dressing of site and camp equipage and erection of D.C. rig machine at pin point and drilling up to 200 metre deep.
150Drilling of 650mm dia bore from G.L. to 65 m BGL.
151Drilling of 550mm dia bore from 65m BGL to 100m BGL.
152Drilling of 550mm dia bore from 100m BGL to 200m BGL.
153LOWERING OF TUBE WELL ASSEMBLY AND SHROUDING OF T.W. BY GRAVEL-
154Lowering of 300mmx200mm dia tube well assembly in bore hole and shrouding of pea Gravel between annular space of bore hole and T.W. assembly from G.L. to 180m BGL.
155Lowering of 300mm dia MSERW 7.1mm thick plain pipe from GL to 45m BGL.
156Lowering of 200mm dia MSERW plain/slotted pipe 7.1 mm thick from 45m B.G.L To 100m BGL.
157Lowering of 200mm dia MSERW plain/slotted pipe 7.1 mm thick from 100m B.G.L To 180m BGL.
158MATERIALS
159TUBE WELL:ASSEMBLY M.S. Tubewell assembly with all required parts like plain Pipe, Slotted Pipe, Rings, well cap, Bail Plug, Clamp, Reducer, Centre Guide, Support Structure etc
160300mm. dia size MSERW housing pipe 7.1 mm thick. 60 mtr each200mm.dia MSERW 7.1mm thick slotted pipe.m-42, 200mm.dia MSERW 7.1mm thick plain pipe.m-78, 300X200 mm. dia M.S reducer 16.0 mm. thick.No.1, 300mm. size M.S. well cap. 12mm thick.No..1 , 300mm size M.S. half thread nipple.No.1,300 mm. size M.S. ring 100mmx12mm tihck.No.8, 200 mm. size M.S. ring 100mmx12mm tihck.No.24, 300 mm.dia size M.S. S/I clamp.Set1, Tube well supporting Frame. No1, 200mm.dia size M.S.bail plug.No.1,200mm Center guide. No.10,300mm dia half thread socket No.1
161200mm.dia MSERW 7.1mm thick slotted pipe.
162200mm.dia MSERW 7.1mm thick plain pipe.
163PEA-GRAVEL-
1641.60mm to 4.80mm. size pea gravel of Lalkuwan quarry duly screened, washed and proper stackingatsite.
165DEVELOPMENT OF TUBE WELL
166Development of tube well by air compressor
167Transportation,Installation & Dismantling of O.P. unit including levelling & dressing of site and camp equipage.
168Development of tube well by 350PSI air compressor50 hr
169Sodium Hexametaphasphate50 Kg
170Development of tube well byO.P. unit
171Transportation,Installation & Dismantling of O.P. unit including levelling & dressing of site and camp equipage.
172Development of tube well by 3cusec O.P. unit.
173yield, Chemical and bacteriological test.
174Logging of tube well.
175Provision of Transportation/4 wheeler vehicle arrangement for office personal As per requirement
176Pump Set -25 HP (Zone-1B)
177Submersible clear water pumping plant suitable to operate on 415+ 5% volt, 50hz, 3-phase A.C. Supply (As per IS 8034-1989) MAIN PIPING AND VALVES 150 mm dia 5.4mm thick M.S. columnpipe with both end flanged and groove for passing .submersible cable in each length in 3m long 30 m with 1m long top pipe with cap (Damdam) and sealing ring. Suitable size CI-D/F 90 Degree bend.Suitable size CI-A/F Tee .Suitable size M.S. Distance piece 1.00m long 2 Nos. and 1.5m long 1 No. .M.S. enlarger/reducer of suitable size. 150 mm dia Kirlosker/IVC make Sluice Valve.P.N. rating 1.0 Having following specification confirming. (As per IS - 14846-2000).Non rising system with hand wheel .Both end flanged .With Isometric trap axial threads for smooth operation of stream..Face ring pressed in body and wedge. .Wedge tarred on both sides provided with deep grooves inside..Application Handling of clear water sp. gr. 1.0(Confirming to 15.780/I.S. 2905). .Misc. items such as protection ring, cutout,electric resistanace rubber sheet etc..LIFTING TACKLE (REPUTED MADE).2 tones capacity 4.5 m lift, spur geared chain pulley block
17822 KWor suitable Soft starter panel fabricated with 22mm tick M.S. plate dust and vermin proof having MCCB including following items.MCCB 100 amp.Voltmeter 0-500 volt range with selector switch. .Ammeter 0-100 amp. range with selector switchKWI meter ,Power factor meter.Frequency meter.Hour count meter ,Single phase preventer.Power capacitor of suitable capacity .Phase indicting lamps with toggle switch. Instrument fuses of 6 amp. capacity. 40 amp. switch fuses unit for light and fan point .Submersible cable of suitable size .
179Supply and installation of scada compatible Electro Mechanical type Dozer set of suitable capacity working pressure 0-4 Kg/Cm2 complete with panel and 100 liter capacity syntax make tank suitable for 600 to 3000 LPM discharge of pumping plant.
180Pump Set -20 HP ( Zone-1A,2B and 2C)
181Submersible clear water pumping plant suitable to operate on 415+ 5% volt, 50hz, 3-phase A.C. Supply (As per IS 8034-1989) MAIN PIPING AND VALVES .150/100 mm dia 5.4mm thick M.S. columnpipe with both end flanged and groove for passing .submersible cable in each length in 3m long 30 m with 1m long top pipe with cap (Damdam) and sealing ring. Suitable size CI-D/F 90 Degree bend.Suitable size CI-A/F Tee .Suitable size M.S. Distance piece 1.00m long 2 Nos. and 1.5m long 1 No. .M.S. enlarger/reducer of suitable size. 150/100 mm dia Kirlosker/IVC make Sluice Valve.P.N. rating 1.0 Having following specification confirming. (As per IS - 14846-2000).Non rising system with hand wheel .Both end flanged .With Isometric trap axial threads for smooth operation of stream..Face ring pressed in body and wedge. .Wedge tarred on both sides provided with deep grooves inside..Power Wiring and Earthing, Internal Wiring of Pump House.Painting of pumping plant with approved anticorrosive and specified colour paint-2 coat. .TOOLS (REPUTED MAKE) IN A TOOL KIT.Pipe wrenches .D/E spanner 22/6 mm.Adjustable wrench 300 mm.Screw driver .(a) 12 X 250 mm.(b) 8 X 250 mm.(c) 5 X 250mm.Combination plier 200mm.Nose plier 200 mm.Hammer with handle 1 Kg. .Line tester (Taparia make). GAUGES :.Febrick/H Guru make Pressure gauge Febrick/H Guru make Depth Gauge..LIFTING TACKLE (REPUTED MADE). 2 tones capacity 4.5 m lift, spur geared chain pulley block (Tested on 3 Tones.)
18215 KWor suitable Soft starter panel fabricated with 22mm tick M.S. plate dust and vermin proof having MCCB including following items.MCCB 100 amp.Voltmeter 0-500 volt range with selector switch. .Ammeter 0-100 amp. range with selector switchKWI meter ,Power factor meter.Frequency meter.Hour count meter ,Single phase preventer.Power capacitor of suitable capacity .Phase indicting lamps with toggle switch. Instrument fuses of 6 amp. capacity. 30 amp. switch fuses unit for light and fan point .Submersible cable of suitable size .
183Supply and installation of scada compatible Electro Mechanical type Dozer set of suitable capacity working pressure 0-4 Kg/Cm2 complete with panel and 100 liter capacity syntax make tank suitable for 600 to 3000 LPM discharge of pumping plant.
184Pump Set -10 HP (Zone-3)
185Submersible clear water pumping plant suitable to operate on 415+ 5% volt, 50hz, 3-phase A.C. Supply (As per IS 8034-1989) MAIN PIPING AND VALVES .80/100 mm dia 5.4mm thick M.S. columnpipe with both end flanged and groove for passing .submersible cable in each length in 3m long 30 m with 1m long top pipe with cap (Damdam) and sealing ring. Suitable size CI-D/F 90 Degree bend.Suitable size CI-A/F Tee .Suitable size M.S. Distance piece 1.00m long 2 Nos. and 1.5m long 1 No. .M.S. enlarger/reducer of suitable size. 80/100 mm dia Kirlosker/IVC make Sluice Valve.P.N. rating 1.0 Having following specification confirming. (As per IS - 14846-2000).Non rising system with hand wheel .Both end flanged .With Isometric trap axial threads for smooth operation of stream..Face ring pressed in body and wedge. .Wedge tarred on both sides provided with deep grooves inside..Power Wiring and Earthing, Internal Wiring of Pump House.Painting of pumping plant with approved anticorrosive and specified colour paint-2 coat. .TOOLS (REPUTED MAKE) IN A TOOL KIT.Pipe wrenches .D/E spanner 22/6 mm.Adjustable wrench 300 mm.Screw driver .(a) 12 X 250 mm.(b) 8 X 250 mm.(c) 5 X 250mm.Combination plier 200mm.Nose plier 200 mm.Hammer with handle 1 Kg. .Line tester (Taparia make). GAUGES :.Febrick/H Guru make Pressure gauge Febrick/H Guru make Depth Gauge..LIFTING TACKLE (REPUTED MADE). 2 tones capacity 4.5 m lift, spur geared chain pulley block (Tested on 3 Tones.)
1867.5 KW Soft starter panel fabricated with 22mm tick M.S. plate dust and vermin proof having MCCB including following items.MCCB 100 amp.Voltmeter 0-500 volt range with selector switch. .Ammeter 0-100 amp. range with selector switchKWI meter ,Power factor meter.Frequency meter.Hour count meter ,Single phase preventer.Power capacitor of suitable capacity .Phase indicting lamps with toggle switch. Instrument fuses of 6 amp. capacity. 30 amp. switch fuses unit for light and fan point .Submersible cable of suitable size .
187Supply and installation of scada compatible Electro Mechanical type Dozer set of suitable capacity working pressure 0-4 Kg/Cm2 complete with panel and 100 liter capacity syntax make tank suitable for 600 to 3000 LPM discharge of pumping plant.
188Internal and External Electrification of Pump house with 4 no (15w-50 W ) and 4 nos. 75W Led Solar Lights with required fixures. For all 5 Zones
189SITC of 20/30/40 KVA Fully automatic Oil cooled unbalanced type 3 Phase copper winding voltage stabilizer for input voltage 190 volt to 480 volt output voltage 415±1% to 2% including all associated accessories components for proper functioning ofSutable for above submersible pumping plant.(1 no 20 KVA for Zone- 3,4 No 30 KVA and and 1 nos 40 KVA for Zone 1B) Total 6 no Stablizer
190AUTOMATION OFPUMPINGPLANT OFTW
191CE & UL Certified PLC/RTU & power supply in IP 54 enclosure with surge protector suitable to communicate with GSM based modem unit with analog & digital parameter & features as specified for each TW & stand alone OHT to store and transmit data on GSM backbone. 1 Nos RTU / PLC for 2 pumpsdesigned with logic to transfer data at multiple stations as specified in technical specification.
192GSM/GPRS based wireless communication (SIM) with 4G modem for RTU/PLC capable to transfer & gather data from remote sites to control stations all accessories included with signal enhancer antenna made for pumping plant internet charges as specified in technical specification.
193Intelligent smart energy meter with memory real time clock and 1 serial port integrated with R.T.U. as specified in technical specification.
194Motor operated actuator for sluice valve. - 80/100/150mm diameter or suitable size at delivery/bypass of pumping plant and NRV.
195Electro magnetic flow meter of 80/100/150mm dia or suitable size for pump delivery
196Auto phase reversal unit – Auto phase reversal unit/automatic transfer switch with inbuilt time delay & enclosure of suitable ampere rating (Confirming to I.E.C. – 60947-1 and I.E.C.-60947-6-1) as specified in technical specification. (a) 200 amp. rating
197CE & UL Certified hydro static type sub soil water level Transmiter for TW
198CE & UL Certified pressure transmeter
1997" HMI touch screen suitable to communicate with each PLC / RTU for local display & control of process parameters as specified in technical specification.
200Local Control Station
201CE / UL Certified industrial grade 65" LED MONITOR with latest configuration as per technical specification.
202Video wall media player of same OEM
20332" Desktop / PC with i5/i7 processor as per specification with letest window.
204CE / UL certified 3 KVA UPS with batteries as per specification
205Internet connectionwith Static IP
206CE / UL certified industrial grade ETHERNET switch
207Mobile App facility system architecture ( Industria internet based & viewed through mobile apps for increased local & remote visibility)
208Canon / HP / equivalent Laser printer 1018 or equivalent
209Security surveillance IP camera with recorder.
210reputed makeTable, Chair, Control Desk & other necessary Furniture items for LCS room
211TRIAL RUN FOR THREE MONTHS 6 nos TW of 5 Zones
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