Construction Of Pump House, Staff Quarter, Supply, Laying & Jointing Of Distribution System & Rising Main With Scada And Automation,Etc. At 24X7 Water Supply Scheme Fordistt.-Bareilly, Pilibhit, Shahjahnpur And Badaun., Bareilly-Uttar Pradesh

TDR : 40195599

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Corrigendum Details
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Bareilly , Uttar Pradesh

Tender Brief : Corrigendum : Construction Of Pump House, Staff Quarter, Supply, Laying & Jointing Of Distribution System & Rising Main With Scada And Automation,Etc. At 24X7 Water Supply Scheme Fordistt.-Bareilly, Pilibhit, Shahjahnpur And Badaun.

Document Fees
₹ 23600 /-

EMD
₹ 5700000.0 /-

Tender Value
Refer document

Submission Date
06-11-2023

Competition Type
Indian

Bidding Type
Tender

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Sr No	Corrigendum Date	Corrigendum	Type	New Submission Date
1	21-10-2023	Corriendum I	Other	06-11-2023

Name of Work: Name of Work:Construction of Pump House, Staff Quarter, Supply, Laying & Jointing of Distribution System & Rising Main with Scada and Automation,etc. at 24X7 Water Supply Scheme ForDistt.-Bareilly, Pilibhit, Shahjahnpur and Badaun.

Sl. No.	Item Description
1	Distribution System (24x7 W/s Bareilly)
2	Supply of the following D.I. pipes (K-7) conforming to I.S -8329/2000 or its latest amendment(s). Including F.O.R. destinations rate per metre in Rs., anywhere in U.P. including cost of one Rubber Gasket per pipe length & iniclusive of all Taxes & Duties, Third Party Inspection Charges, Packing & Forwarding Charges, Transit Insurance Charges, Road Transportation Charges etc.
3	200 mm dia
4	250 mm dia
5	300 mm dia
6	400 mm dia
7	Supply of the following HDPE Pipes as per I.S. code no. 4984/2016 or its latest amendment including cost of 1 coupler per pipe length and inclusive of all taxes and duties, 3rd party inspection charges, packing and forwarding charges, trasnit insurance charges, road transportation charges etc. F.O.R. destination etc. complete.
8	110 mm dia HDPE pipe PN 6: class PE 100
9	140 mm dia HDPE Pipe PN-6: Class PE-100
10	160 mm dia HDPE Pipe PN-6: Class PE-100
11	Same as Item no. 2a but deduction for trenchless pipe.
12	110mm dia. HDPE Pipe
13	140mm dia. HDPE Pipe
14	Excavation of earth for pipe line trenches in ordinary soil(loam, clay, or sand) including lift upto 1.5m and lead upto 50m and refilling, watering, ramming of excavated earth into the trenches & disposal of surplus earth upto 50m from the center of the trenches.
15	Laying & Jointing of the following types and sizes of HDPE pipes, including supply of all electro fusion fittings, specials, jointing materials, making arrangement of electro fusion jointing apparatus & supply of electricity using generator etc. as per site requirement. All jointing work in HDPE Pipe must be carried out using electro fusion process confirming to IS 4984/2016, IS7634 PART-II or their amendment including freight, insurance charges F.O.R. up to destination.
16	200mm dia D.I. (K-7) pipes
17	250mm dia D.I. (K-7) pipes
18	300mm dia D.I. (K-7) pipes
19	400mm dia D.I. (K-7) pipes
20	91.80mm (110mm O.D.) HDPE pipes
21	116.80mm (140mm O.D.) HDPE pipes
22	133.60mm (160mm O.D.) HDPE pipes
23	Supply and fixing of following fittings including cartage of materials, labour, T&P etc. complete
24	Sluice Valve
25	Sluice valve - 100 mm dia
26	Sluice valve - 150 mm dia
27	Air Valve
28	Air valve - 20 mm dia (single/double ball type)
29	Fire hydrant - 80 mm dia.
30	Dismantling of roads for laying of pipe line including sorting out and stacking of serviceable materials, stacking and disposal of unserviceable materials upto a distance of 50 m.
31	Bituminous road
32	Cement Concrete Road
33	Interlocking C.C. Tiles
34	Reinstatement of following type of roads dismantled during laying of pipe line including supply of all materials, labour and T & P etc. required for proper completion of the work.
35	Bituminous road(as per item no. 8.1 above)
36	Cement Concrete Road (as per item no. 8.2 above)
37	Interlocking C.C. Tiles (as per item no. 8.3 above)
38	Supply of all labour, materials, T&P etc. all complete and construction of following valve chambers as per type design
39	Sluice/Wheel Valve
40	Air valve
41	Fire hydrant
42	Surveysite Investigation Planning, design Drawings (crossing length 5m to 15m ), Road for of required dia Rising main and distribution pipe with casing pipe as required for proper completion of work required size of MS casing pipe as per drawing and as per (IS:3589 & made from confining to IS:2062) with 750 Micron PU coating internally and 250 micron anti corrosive bituminous paint externally by trenchless technology method at an average depth 2.0 mtr from normal ground level up to top of casing pipe including excavation & filling of Pit, Dewatering arrangement, Supporting system for soil,all complete work including supply & fixing specials in carrier pipe over main pipe, including supply of all materials, labour T&P etc. for proper completion of work as per instruction of Engineer.
43	Road crossing(5.0m wide road) for 100mm dia M.S. Pipe.
44	For 110mm dia 100mm dia MS Pipe
45	For 140mm dia 150mm dia MS Pipe
46	Providing and making water supply scheme house connection in 50 to 500 mm nominal dia. Distribution pipelines using saddle (HDPE saddle, Electro fusion Type for making service connection in HDPE pipe, dia up to 200 mm/DI Strap saddle, for making connection in DI/CI pipe, dia 200 mm and above), ferrule of 15 mm size (weight 400 gram), 20 mm dia pipe (HDPE pipe (PE 100/PN 12.5) below ground and medium class GI pipe above ground, length as per site requirement) with compression fittings (FTA, MTA etc.), G.I. elbows, other fitting & specials for jointing of 20 mm G.I. Pipe, PTMT Bib Cock conforming to relevant IS Specifications including excavation, refilling of pit (Excluding dismantling/ reinstatement of roads), tapping of the distribution pipelines and cost of bailing out of water including supply of material, labour, T& P etc. required for proper completion of work.
47	110mmHDPE pipes
48	140mmHDPE pipes
49	160mmHDPE pipes
50	200mm dia D.I. (K-7) pipes
51	250mm dia D.I. (K-7) pipes
52	300mm dia D.I. (K-7) pipes
53	400mm dia D.I. (K-7) pipes
54	Provision of reinstatement work for water house hold Connectionincluding supply of all materials, labour and T & P etc. required for proper completion of the work..
55	Bituminous road
56	Cement Concrete Road
57	Interlocking C.C. Tiles
58	Site clearance and other unforeseen items
59	Supply of the following D.I. pipes (K-7) conforming to I.S -8329/2000 or its latest amendment(s). Including F.O.R. destinations rate per metre in Rs., anywhere in U.P. including cost of one Rubber Gasket per pipe length & iniclusive of all Taxes & Duties, Third Party Inspection Charges, Packing & Forwarding Charges, Transit Insurance Charges, Road Transportation Charges etc.
60	200 mm dia
61	250 mm dia
62	300 mm dia
63	Same as item above but deduction for laying of trench less pipe.
64	200mm dia
65	250mm dia
66	300mm dia
67	Supply of the following HDPE Pipes as per B.I.S. code no. 4984/2016 or its latest amendment including cost of 1 coupler per pipe length and inclusive of all taxes and duties, 3rd party inspection charges, packing and forwarding charges, trasnit insurance charges, road transportation charges etc. F.O.R. destination etc. complete.
68	110 mm dia HDPE pipe PN 6: class PE 100
69	140 mm dia HDPE Pipe PN-6: Class PE-100
70	160 mm dia HDPE Pipe PN-6: Class PE-100
71	Same as item above but deduction for laying of trench less pipe.
72	110mm dia
73	140mm dia
74	160mm dia
75	Supply of D.I. specials for the above Pipes.
76	Supply of HDPE specials for HDPE Pipes.
77	Excavation of earth for pipe line trenches in ordinary soil(loam, clay, or sand) including lift upto 1.5m and lead upto 50m and refilling, watering, ramming of excavated earth into the trenches & disposal of surplus earth upto 50m from the center of the trenches.
78	Carting of following pipes, specials and fittings from site store to site of work, lowering them into trenches, laying true to alignment and gradient, laying and jointing of pipe line including cutting of pipe for making up lengths as required for proper completion of work.
79	200mm dia D.I. (K-7) pipes
80	250mm dia D.I. (K-7) pipes
81	300mm dia D.I. (K-7) pipes
82	91.80mm (110mm O.D.) HDPE pipes
83	116.80mm (140mm O.D.) HDPE pipes
84	133.60mm (160mm O.D.) HDPE pipes
85	Sluice Valve
86	Sluice valve - 100 mm dia
87	Air Valve
88	Air valve - 20 mm dia (single/double ball type)
89	Fire hydrant - 80 mm dia.
90	Dismantling of roads for laying of pipe line including sorting out and stacking of serviceable materials, stacking and disposal of unserviceable materials upto a distance of 50 m.
91	Bituminous road
92	Cement Concrete Road
93	Interlocking C.C. Tiles
94	Reinstatement of following type of roads dismantled during laying of pipe line including supply of all materials, labour and T & P etc. required for proper completion of the work.
95	Bituminous road(as per item no. 8.1 above)
96	Cement Concrete Road (as per item no. 8.2 above)
97	Interlocking C.C. Tiles (as per item no. 8.3 above)
98	Supply of all labour, materials, T&P etc. all complete and construction of following valve chambers as per type design
99	Sluice/Wheel Valve
100	Air valve
101	Fire hydrant
102	Surveysite Investigation Planning, design Drawings (crossing length 5m to 15m ), Road for of required dia Rising main and distribution pipe with casing pipe as required for proper completion of work required size of MS casing pipe as per drawing and as per (IS:3589 & made from confining to IS:2062) with 750 Micron PU coating internally and 250 micron anti corrosive bituminous paint externally by trenchless technology method at an average depth 3.5 mtr from normal ground level up to top of casing pipe including excavation & filling of Pit, Dewatering arrangement, Supporting system for soil,all complete work including supply & fixing specials in carrier pipe over main pipe, including supply of all materials, labour T&P etc. for proper completion of work as per instruction of Engineer.
103	Road crossing(8.0m wide road)
104	For 250mm dia Pipe MS Pipe
105	For 300mm dia Pipe MS Pipe
106	Along the Road
107	For 110mm dia 100mm dia MS Pipe
108	For 140mm dia 150mm dia MS Pipe
109	For 160mm dia 150mm dia MS Pipe
110	For 200mm dia 200mm dia MS Pipe
111	For 250mm dia 250mm dia MS Pipe
112	Nala/Road crossing (small)
113	Providing and making water supply scheme house connection in 50 to 500 mm nominal dia. Distribution pipelines using saddle (HDPE saddle, Electro fusion Type for making service connection in HDPE pipe, dia up to 200 mm/DI Strap saddle, for making connection in DI/CI pipe, dia 200 mm and above), ferrule of 15 mm size (weight 400 gram), 20 mm dia pipe (HDPE pipe (PE 100/PN 12.5) below ground and medium class GI pipe above ground, length as per site requirement) with compression fittings (FTA, MTA etc.), G.I. elbows, other fitting & specials for jointing of 20 mm G.I. Pipe, PTMT Bib Cock conforming to relevant IS Specifications including excavation, refilling of pit (Excluding dismantling/ reinstatement of roads), tapping of the distribution pipelines and cost of bailing out of water including supply of material, labour, T& P etc. required for proper completion of work.
114	90mmHDPE pipes
115	110mmHDPE pipes
116	140mmHDPE pipes
117	160mmHDPE pipes
118	200mm dia D.I. (K-7) pipes
119	250mm dia D.I. (K-7) pipes
120	300mm dia D.I. (K-7) pipes
121	Provision of reinstatement work for water house hold Connectionincluding supply of all materials, labour and T & P etc. required for proper completion of the work..
122	Bituminous road
123	Cement Concrete Road
124	Interlocking C.C. Tiles
125	Site clearance and other unforeseen items
126	PUMP HOUSE
127	Supply of all labour, materials,T&P etc. and construct pump house (3.6 m x 3.0 m x 3.6) - cum - chloronome (1.80 m x 2.26 m x 3.00) as per departmental type design at various sites.
128	RISING MAIN
129	Supply of following sizes of DI pipes, class k - 9 with supply and fixing of specials etc. rubber gasket, conforming to IS: 8329, F.O.R. destination including all taxes and insurance etc. complete for proposed tube wells.
130	250 mm dia
131	Excavation for pipeline trenches in ordinary soil (loam, clay or sand) including lift upto 1.5 m and lead upto 50 m and refilling, watering, ramming of excavated earth in to the trenches and disposal of surplus earth upto 50 m from the center of the trenches
132	Carting from store (upto 8 Km) the following sizes of D.I. Pipes (class K - 7) and A.C. pipes (class-15) and specials to the site of work, lowering them in to trenches and laying true to alignment and gradient including testing of pipeline (but excluding cost of trenching and cuttling of pipes etc. for making of lengths but including making joints).
133	D.I. (K-7) pipes
134	250 mm dia
135	Supply& fixing of following sizes of C.I. Double flanged sluice valves as per I.S: 780/1969 class - 1 F.O.R. destination including all taxes and insurance.
136	250 mm dia.
137	Supply and fixing of C.I. Double orifice type air valve 20 mm dia F.O.R. destination including all taxes and insuracne.
138	Supply of all materials, labour, T & P etc. and construct following valve chambers.
139	Sluice valve chambers
140	Air valve chambers
141	Dismantling of roads for laying of pipe line including sorting out and stacking of serviceable materials,stacking and disposal of unserviceable materials upto a distance of 50 m.
142	Bituminousroad
143	Concrete Tile Road
144	Reinstatement of following type of roads dismantled during laying of pipe line including supply of all materials, labour and T & P etc. required for proper completion of the work.
145	Bituminous road - same as item no. 8.(i) above.
146	Concrete Tile road - same as item no. 8.(iii)
147	Supply of all materials, labour, and T & P etc. and construct R.C.C. thrust blocks.
148	R.C.C. work in 1:1.5:3.
149	Mild steel work
150	SCADA BUILDING
151	Excavation in foundation in ordinary soil (loam, clay and sand) including lift upto 1.5 m & lead upto 50m refilling , Watering and ramming of excavated earth into trenches or into the space between the building and side of foundation trenches of into the plinth and disposal of surplus earth upto a distance of 50 m from the center of foundation trenches.
152	Concrete with 40 cm gauge brick ballast, local sand & cement in proportion of 12:6:1 in foundation, including supply of all materials, labour, T & P etc. required for proper completion of the work.
153	Ist class brick work in 1:6 cement and local sand mortar in foundation and plinth including supply of all materials, labour, T&P etc. required for proper completion of the work.
154	20 cm thick D.P.C. with cement and approved coarse sand 1:2 including 5% water proofing materials or in proportion as specified by the manufacturers including supply of all labour material t&p ets required for proper completion of work.
155	Ist class brick work in 1:6 cement and local mortar in super structure including supply of all materials, labour, T&P etc.required for proper completion of work.
156	same as item 5(a) but half brick thick wall.
157	Supply & fixing M.S. angle iron chaukhats 50 cm x 50cm x 6mm with M.S. sheet door shutler including simple moulding straight work as in chaukhats and also supply of materials, labour T&P etc. required for proper completion of the work.
158	Fixing hold fast of door & window chaukhats already moulded on chaukhats in P.C.C. 1:2:4 etc. required in all respect to complete the work.
159	R.C.C. work with cement, course sand & 20 mm gauge stone bllast in proportion of 1:1.5:3 in T beams, slabs, column excluding supply of reinforcement and its bending but including its fixing and binding the same with 0.50 mm thick binding wire (to be supplied by contractor) and inclduing necessary centering and shuttering supply of all materials, labour, T&P etc. complete.
160	same as item no. 1017 but in slab.
161	M. S. or iron work in plain work such as R.C.C.or R.B. work (when not included in over all rates) brought to required shape as necessary including bending for proper completion of the work including supply of steel and its wastage.
162	Supply and fixing of Z- Section section window frames and Shutters openable outside as per drawing and design approved by E/l, hinges of approved quality,M.S. or C.I. handles,hold fast 4 nos of M.S. flat25x5 mm and 150 mm long, pegs of M.S. 30 cm long having 4 holes with pagester and brackets welded or riveted to frame complete including the cost of Glass Panes & including supply of all material,labour T&P etc. required for proper completion of work.
163	12 mm thick plaster with cement and local sand mortar 1:6 over brick work minimum thickness not to be less than 10 mm including supply of all material, labour T&P etc. required for proper completion of work.
164	Same as item no 1148 but inproportion 1:4 with cement and local sandmortar over ceiling.
165	25 mm thick 1:2:4 plain concrete floor with cement coarse sand and 20 mm gauge stone ballast laid in pannels finished with 3 mm floating coat of neat cement including 75 mm thick base concrete consisting of cement local sand and Ist. Class brick ballast 40 mmgauge in proportion of 1:4:8 including supply of all material labour T & P etc. required for proper completion of work.
166	Same as item no 1161 but in Apron.
167	Supply and fix 3 mm glass strips in position including supply of all material, labour T&P etc. required for proper completion of work.
168	Painting or varnishing new work or new wood work in small areas with 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.
169	(1253) White washing three coat including supply of all material, labour T&P etc. required for proper completion of work.
170	Finishing walls with water proof cement paint of approved make and quality on new work with two coats to give an even shade including supply of all material,labour T&P etc. required for proper completion of work.
171	115 mm string or drip coarse of Ist.Class brick in 1:6 cement and local sand mortar including plastering, cutting drip notch as required and including supply of all material, labour T&P etc. required for proper completion of work.
172	Sand filling in plinth in including supply of all material, labour T & P etc. required for proper completion of work.
173	Supply and lay 4 cm thick insulation layer of sand and clay over R.C.C. roof including supply of all material labour T & P etc. required for proper completion of work.
174	Mud Faska on R. B. or R.C.C. Roof with 100 mm thick clay layer on roof and laying of tiles and jointing them with cement and sand mortar including supply of all material labour T&P etc. complete.
175	Supply and fixing of fan hooks box type including supply of all material, labour T&P etc. complete.
176	Provision for internal electrification including supply of all material,labour,T&P etc complete.
177	Provision for water supply and sanitary works including supply of all material,labour,T&P etc. complete (10% of item 1 to 24)
178	RAIN WATER HARVESTING
179	Construction of recharging unit of ground water by rain water inwater works sites as per the drowing including supply of all materials, labour, T & P etc. required for proper completion of work.
180	SITE DEVELOPMENT WORKS (DMA-1 TO 2)
181	Supply of all labour, materials and T & P etc. and construct boundary wall at following sites.
182	Supply of all labour, materials and T & P etc. and provide 3.6 m wide M.S. gate and 1 m wide wicket gate with pillars as per departmental type design, at following sites.
183	Supply of all labour, materials and T & P etc. and construct Cement Inter locking Tiles pavement inside following water works compound.
184	Earth filling at following sites including supply of earth and all necessary labour etc. complete.
185	Site clearance and other unforeseen items.
186	E&M Works
187	Construction of tubewell
188	Transportation, Erection, Dismantling of Rig Machine and its T&P
189	Transportation, Erection, Dismantling of Compressor 250/350 PSI
190	Transportation, Erection, Dismantling of 2 Cusec/ 3 Cusec O.P. Unit and Yield test
191	Supply of Tubewell Assembly
192	M.S.Tubewell assembly with all required parts like plain pipe, Slotted pipe (as required upto 50% of plain pipes) rings, well cap bail plug, clamp reducer, central guide, suport structure etc. as required & as per typed design complete in all respect.
193	(Note- Axial Length of Reducer without Ring shall be measured with casing pipe)
194	300 mm dia M.S. Pipe
195	200 mm dia M.S. Plain/slotted
196	PEA-GRAVEL (As per IS:4097)
197	1.65 mm to 4.50 mm size Pea gravel of Lalkuwan quarry duly screened, washed and properly stacked at sitefor Tubewell
198	Drilling of bore by rig machine As Per IS:2800(Part I & II):
199	Drilling of bore by 600 mm dia bit GL to 55 mt. BGL.
200	Drilling of bore by 500 mm dia bit from 55 mt BGL to 100 mt. BGL.
201	Drilling of bore by 500 mm dia bit 100 m BGL to 155 m. BGL.
202	Lowering of tube well assembly With M.S. rings, Bail Plug, Reducer Including welding:
203	Lowering of 300 mm dia M.S. Housing pipe from GL to 42 m.BGL
204	Lowering of 200 mm dia M.S. Plain/slotted pipe upto 100 m. BGL
205	Lowering of 200 mm dia M.S. Plain/slotted pipe 100 m. BGL to 140 m. BGL
206	Development of tube well by 250 PSI air compressor and 3 cusec O.P. Unit to yield sand free discharge.
207	Development and testing of tube well by Air Compressor.
208	Development and testing of tube Well O.P.Unit to yield sand free Discharge.
209	Chemical and Bacteriological
210	test (Analysis of water sample)
211	Site clearance before and after construction of Tubewell.
212	Logging of borehole by departmental/approved electric logger
213	Details of new pumping plant and servo stabilizer & Scada equipment
214	SITC of Submersible pumpset having capacity 2100 LPM, 51 mtr Head or as per site requirement with 24 mtr Column Pipe Assembly, NRV, CIDF Bend 90°, CF A/F Tee, D/F Pipe ( 1.5 m long 2 No.s and 1 m long 1 No.), Earthing, Painting, Toolset, Power wiring of pump house internal & external, Chainpulley block and all Pumping Plant accessories with nut bolts and rubber packing etc.complete in all respect as per the direction of engineer-in-charge.
215	SITC of Soft Starter with RS485 Port-400V Class 22.5 kW, Rating or as per site requirement complete in all respect as per the direction of engineer-in-charge.
216	Supply, Installation and Commissioning of automatic servo voltage Stabilizer 60 KVA or as per site requirement (Input Voltage 230V±450V)to Output Voltage 415V± 1% As per IS 9815-1994 complete in all respect as per the direction of engineer-in-charge.
217	XLPE Aluminium Armoured Cable 50 Sqmm 3.5 Core
218	Additional Column Pipe (3 mtr long x 2 No. = 1 set)
219	24x7 WATER SUPPLY DISTRIBUTION SYSTEM in DMA 1 & DMA 2
220	Designing, Supplying, Installing, commissioning & testing of Actuator Operated Isolation Valves, DIDF PN 1.0 rating having data communication feature with PLC SCADA and also transmit data along with controlling and monitoring of valve through M.C.S incorporated with integral Starter & gear box including DI tail pieces with EPDM fully covered wedge and epoxy coating internal and external etc complete. of followings Sizes-
221	For DMA-1
222	300 mm. dia
223	250 mm. dia
224	200 mm. dia
225	160 mm. dia
226	For DMA-2
227	300 mm. dia
228	250 mm. dia
229	Designing, Supplying, Installing, commissioning & testing of CE & UL certified Electromagnatic flow Meter with Battery and data communication though GSM Module to PLC SCADA including pressure transducers fittings to facilitate the installation in remote places as specified in the specification of employers requirements for following line sizes-
230	300 mm. dia For feeder line to DMA-1
231	300 mm. diaFor feeder line to DMA-2
232	Designing, Supplying, Installing, commissioning & testing of Flow Control Valve (FCV) with latching Solenoid PLC web based controlling with data communication, Hydraulically operated self actuated flow control valve with downstream orifice having D.I. body, double chamber united actuators, coppercontrol tubing, fusion bonded epoxy coating suitable for drinking water of followings Sizes-
233	300 mm. dia For feeder line to DMA-1
234	300 mm. diaFor feeder line to DMA-2
235	Designing, Supplying, Installing, commissioning & testing of Pressure Transmitter Battery Fitted CE marked with following technical parameters and Interfacing with PLC module alongwith data communication with SCADA System including Mounting arrangement. Output 4-20 mA / HARTPower supply - 24V DC Display - 4\" LEDAccuracy - +/- 0.1 %of full scale or better Enclosure- IP 68 All arrangements Shall be in MS Fabricated Cabin/Enclosure Mounted on Ground or Wall.
236	Designing, Supplying, Installing, commissioning & testing of Battery Fitted Residual Chlorine Analyzer single parameter system ready to operate to measure free or total chlorine , Panel made of white PVC (hard foam core, 1100x350x13 mm) with mounting possibility, Pressure reducer, dosing valve for flow regulation, flow through armature, Optical flow measuring, Inlet and Outlet with 0.5\" hose connection, Temp. 0-50 C, Single parameter controller with PID Controller , 2 current outputs, 3 relay outputs and RS 485 Interface, chlorine measuring sensor for free chlorine membrane covered sensor 0.01 - 2 mg/l , low ph dependency ph 4-9 , 0-50 C, 25 mm dia, 4-20 mA, connection cable 2m., 2-wire, 2 x stripped ends, tinned along with Battery & its required accessories for power backup for continuous operation complete for all DMAs. All arrangements Shall be in MS Fabricated Cabin/Enclosure Mounted on Ground or Wall.
237	Providing ,erecting and commissioning of MS dismantling joint as per requirement and departments approved drawing and specifications, including machining and rubber ring and suitable for 16 kg/cm2 working pressure with required flanges of suitable side with nut and bolt etc. complete. The joint should have long bolts so that during normal working pressure there should be no sliding movement of sliding flanges LOF (length over flange) should not be less than 75% of dia.suitable for drinking water of followings Sizes-
238	For DMA 1
239	300 mm. dia
240	250 mm. dia
241	200 mm. dia
242	160 mm. dia
243	For DMA 2
244	300 mm. dia
245	250 mm. dia
246	Bidder shall ensure that SCADA/ IOT Web based Software for the monitoring of all assets & sensors in a DMA having remote control for automatic and 24x7 water supply with capabilities to have analytical and predictive reports through A.I, wherein clear representation of water supplied vs water consumed in presented through graphs, reports etc. Mimics generation ,data logging and retreival capabilities of historical data are inherent features, along with AMR\"s data analysis capabilities,required billing software with full development version ofrequired TAGS scadasoftware with customisation of softwarefor MCS as per requirement etc.Controlling and Monitoring of all assets will be available in each DMAas well as Full development version of required TAGS SCADA Software with coustomization of software for LCS as per spec mentioned in tachnical bid documents.complete in all respect as per the direction of engineer-in-charge.
247	Automatic Chlorination System compatible to SCADA system complete in all respect as per the direction of engineer-in-charge.
248	scada work for TW
249	CE & UL Certifeid PLC/RTU in IP 54 enclousure suitable to communicate with GSM based modem unit with CPU and power supply with analog and digital parameter and features as specifeid for tubewell to store and transmit data on GSm backbone RTU/PLC designed with logic to transfer data at multiple stations specifeid also enabled withUPS for power backup upto 2 Hrs & automatic on/off switching arrangement.complete in all respect as per the direction of engineer-in-charge.
250	GSM/GPRS based wireless communication with 4G modem for RTU/PLC capable to transfer & gather data from remote site to control station all accessoreis included with signal enhancer antenna made for pumping plant internet charges as specifeid
251	CE/UL certifeid Intelligent Smart Energy Meter
252	Moter Operated Actuated Sluice Valves of 150 mm size with inbuilt actuator panel etc complete in all respect as per the direction of engineer-in-charge.
253	SITC of CE/UL Certifeid Electromagnetic Flow Meter 150 mm size .
254	Auto Phase reversal unit with inbuilt delay and enclosure control panel etc.
255	SITC of CE/UL Certifeid Hydrostatic type sub soil water level transmitter for tubewell with Auxillary bore for installtion near main tubewell (1-3 mtr near to main bore ) complete in all respect as per the direction of engineer-in-charge.
256	CE/UL certifeid Surge Protecter for control panel.
257	CE/UL certifeid Pressure Transmiter with local display
258	CE/UL Certifeid 7 hmi touch screen suitable to communication with PLC/RTU for display & control of process parameters
259	Complete cabling including power cables of all equipment.
260	Control panel with IP54 protection ,industrial grade for all equipments.separate for control (24V) and power equipment
261	Installation, commissioning & testing trial for tubewell
262	SCADA/AUTOMATION WORK FOR OHT
263	SITC Of CE/UL certifeid Radar Type level transmitter for OHT complete in all respect as per the direction of engineer-in-charge.
264	SITC Of controlled Sluice valve with Actuator of 350 mm dia size with positioning card and panel etc for OHT complete in all respect as per the direction of engineer-in-charge.
265	SITC OfCE/UL certifeid Electromagnetic Flowmeters for OHT of size 350 mm dia complete in all respect as per the direction of engineer-in-charge.
266	LOCAL CONTROL STATION
267	CE/UL & BIS Certified industrial grade LED MONITOR of size 56\" with lates configuration as per specification.
268	Desktop/PC with i5/i7 processor for as per spec mentioned in tachnical bid documents.
269	Hypo chloride solutionfor pumping stations
270	Name of Work:Construction of Over Head Tank, Tubewell with PLC Scada and Automation, Pump House, Staff Quarter, Supply, Laying & Jointing of Distribution System & Rising Main etc. at 24X7 Water Supply Scheme For Ward-5 Civil Lines North (Operational Zone),Distt.-Pilibhit
271	DMA-1(DISTRIBUTION SYSTEM)
272	Supply of the following D.I. pipes (K-7) conforming to I.S -8329/2000 or its latest amendment(s). Including F.O.R. destinations rate per metre in Rs., anywhere in U.P. including cost of one Rubber Gasket per pipe length & iniclusive of all Taxes & Duties, Third Party Inspection Charges, Packing & Forwarding Charges, Transit Insurance Charges, Road Transportation Charges etc.
273	150 mm dia
274	200 mm dia
275	250 mm dia
276	300 mm dia
277	400 mm dia
278	Supply of the following HDPE Pipes as per B.I.S. code no. 4984/2016 or its latest amendment including cost of 1 coupler per pipe length and inclusive of all taxes and duties, 3rd party inspection charges, packing and forwarding charges, trasnit insurance charges, road transportation charges etc. F.O.R. destination etc. complete.
279	110 mm dia HDPE pipe PN 6: class PE 100
280	Excavation of earth for pipe line trenches in ordinary soil(loam, clay, or sand) including lift upto 1.5m and lead upto 50m and refilling, watering, ramming of excavated earth into the trenches & disposal of surplus earth upto 50m from the center of the trenches
281	Laying & Jointing of the following types and sizes of HDPE pipes, including supply of all electro fusion fittings, specials, jointing materials, making arrangement of electro fusion jointing apparatus & supply of electricity using generator etc. as per site requirement. All jointing work in HDPE Pipe must be carried out using electro fusion process confirming to IS 4984/2016, IS7634 PART-II or their amendment including freight, insurance charges F.O.R. up to destination.
282	150mm dia D.I. (K-7) pipes
283	200mm dia D.I. (K-7) pipes
284	250mm dia D.I. (K-7) pipes
285	300mm dia D.I. (K-7) pipes
286	400mm dia D.I. (K-7) pipes
287	91.80mm (110mm O.D.) HDPE pipes
288	Supply and fixing of following fittings including cartage of materials, labour, T&P etc. complete
289	Sluice Valve
290	Sluice valve - 100 mm dia
291	Air Valve
292	Air valve - 20 mm dia (single/double ball type)
293	Fire hydrant - 80 mm dia.
294	Dismantling of roads for laying of pipe line including sorting out and stacking of serviceable materials, stacking and disposal of unserviceable materials upto a distance of 50 m.
295	Bituminous road
296	Cement Concrete Road
297	Interlocking C.C. Tiles
298	Reinstatement of following type of roads dismantled during laying of pipe line including supply of all materials, labour and T & P etc. required for proper completion of the work.
299	Bituminous road(as per item no. 7.1 above)
300	Cement Concrete Road (as per item no. 7.2 above)
301	Interlocking C.C. Tiles (as per item no. 7.3 above)
302	Supply of all labour, materials, T&P etc. all complete and construction of following valve chambers as per type design
303	Sluice/Wheel Valve
304	Air valve
305	Fire hydrant
306	Providing and making water supply scheme house connection in 50 to 500 mm nominal dia. Distribution pipelines using saddle (HDPE saddle, Electro fusion Type for making service connection in HDPE pipe, dia up to 200 mm/DI Strap saddle, for making connection in DI/CI pipe, dia 200 mm and above), ferrule of 15 mm size (weight 400 gram), 20 mm dia pipe (HDPE pipe (PE 100/PN 12.5) below ground and medium class GI pipe above ground, length as per site requirement) with compression fittings (FTA, MTA etc.), G.I. elbows, other fitting & specials for jointing of 20 mm G.I. Pipe, PTMT Bib Cock conforming to relevant IS Specifications including excavation, refilling of pit (Excluding dismantling/ reinstatement of roads), tapping of the distribution pipelines and cost of bailing out of water including supply of material, labour, T& P etc. required for proper completion of work.
307	110mmHDPE pipes
308	150mm dia D.I. (K-7) pipes
309	200mm dia D.I. (K-7) pipes
310	250mm dia D.I. (K-7) pipes
311	300mm dia D.I. (K-7) pipes
312	400mm dia D.I. (K-7) pipes
313	Provision of reinstatement work for water house hold Connectionincluding supply of all materials, labour and T & P etc. required for proper completion of the work..
314	Bituminous road
315	Cement Concrete Road
316	Interlocking C.C. Tiles
317	Site clearance and other unforeseen items
318	DMA-2(DISTRIBUTION SYSTEM)
319	Supply of the following D.I. pipes (K-7) conforming to I.S -8329/2000 or its latest amendment(s). Including F.O.R. destinations rate per metre in Rs., anywhere in U.P. including cost of one Rubber Gasket per pipe length & iniclusive of all Taxes & Duties, Third Party Inspection Charges, Packing & Forwarding Charges, Transit Insurance Charges, Road Transportation Charges etc.
320	150 mm dia
321	200 mm dia
322	250 mm dia
323	300 mm dia
324	350 mm dia
325	Supply of the following HDPE Pipes as per B.I.S. code no. 4984/2016 or its latest amendment including cost of 1 coupler per pipe length and inclusive of all taxes and duties, 3rd party inspection charges, packing and forwarding charges, trasnit insurance charges, road transportation charges etc. F.O.R. destination etc. complete.
326	110 mm dia HDPE pipe PN 6: class PE 100
327	Excavation of earth for pipe line trenches in ordinary soil(loam, clay, or sand) including lift upto 1.5m and lead upto 50m and refilling, watering, ramming of excavated earth into the trenches & disposal of surplus earth upto 50m from the center of the trenches
328	Laying & Jointing of the following types and sizes of HDPE pipes, including supply of all electro fusion fittings, specials, jointing materials, making arrangement of electro fusion jointing apparatus & supply of electricity using generator etc. as per site requirement. All jointing work in HDPE Pipe must be carried out using electro fusion process confirming to IS 4984/2016, IS7634 PART-II or their amendment including freight, insurance charges F.O.R. up to destination.
329	150mm dia D.I. (K-7) pipes
330	200mm dia D.I. (K-7) pipes
331	250mm dia D.I. (K-7) pipes
332	300mm dia D.I. (K-7) pipes
333	350mm dia D.I. (K-7) pipes
334	91.80mm (110mm O.D.) HDPE pipes
335	Supply and fixing of following fittings including cartage of materials, labour, T&P etc. complete
336	Scour Valve
337	Scour valve - 100 mm dia
338	Air Valve
339	Air valve - 20 mm dia (single/double ball type)
340	Fire hydrant - 80 mm dia.
341	Dismantling of roads for laying of pipe line including sorting out and stacking of serviceable materials, stacking and disposal of unserviceable materials upto a distance of 50 m.
342	Bituminous road
343	Cement Concrete Road
344	Interlocking C.C. Tiles
345	Reinstatement of following type of roads dismantled during laying of pipe line including supply of all materials, labour and T & P etc. required for proper completion of the work.
346	Bituminous road(as per item no. 6.1 above)
347	Cement Concrete Road (as per item no. 6.2 above)
348	Interlocking C.C. Tiles (as per item no. 6.3 above)
349	Supply of all labour, materials, T&P etc. all complete and construction of following valve chambers as per type design
350	Sluice/Wheel Valve
351	Air valve
352	Fire hydrant
353	Providing and making water supply scheme house connection in 50 to 500 mm nominal dia. Distribution pipelines using saddle (HDPE saddle, Electro fusion Type for making service connection in HDPE pipe, dia up to 200 mm/DI Strap saddle, for making connection in DI/CI pipe, dia 200 mm and above), ferrule of 15 mm size (weight 400 gram), 20 mm dia pipe (HDPE pipe (PE 100/PN 12.5) below ground and medium class GI pipe above ground, length as per site requirement) with compression fittings (FTA, MTA etc.), G.I. elbows, other fitting & specials for jointing of 20 mm G.I. Pipe, PTMT Bib Cock conforming to relevant IS Specifications including excavation, refilling of pit (Excluding dismantling/ reinstatement of roads), tapping of the distribution pipelines and cost of bailing out of water including supply of material, labour, T& P etc. required for proper completion of work.
354	110mmHDPE pipes
355	150mm dia D.I. (K-7) pipes
356	200mm dia D.I. (K-7) pipes
357	250mm dia D.I. (K-7) pipes
358	300mm dia D.I. (K-7) pipes
359	350mm dia D.I. (K-7) pipes
360	Provision of reinstatement work for water house hold Connectionincluding supply of all materials, labour and T & P etc. required for proper completion of the work..
361	Bituminous road
362	Cement Concrete Road
363	Interlocking C.C. Tiles
364	Site clearance and other unforeseen items
365	OVER HEAD TANK
366	Submission of design, drawing, testingof bearing capacity of soil and supply of all material, labour T&P etc. and construct as per tenderer\"s own seismic proof design and drawings (approved by the department) complete intze Type on raft or pile cum raft foundation with columns and braces R.C.C. Over Head Tank1350 K.L. capacity at 22 M staging from made up ground level at site to the top of bottom ring beam of tank, with a minimum free board of 15cm . The design of the tank shall base on safe bearing capacity of soil at site as 8 T/m2made up level of OHT will be taken as 1.00 M above existing gound level. Extra earth required for made up level will be arranged by the contractor at his own cost. The work will include testing of Bearing Capacity of soil at site also from a Goverment Engineering College such as IIT/BHU/AMU or as per direction of Engineer-in-charge. If the bearing capacity of soil less than 8 T/m2 than the contractor will submit the design on the same B.C. No extra payment will be paid for this. All other details of tank not covered here shall also be as per specifications enclosed.
367	Submission of test report of Soil bearing capacity only through recognized and approved insitution as recommended by Engineer-in-charge.
368	Submission of 5 sets of detailed design and drawing of OHT from any recognized University as per direction of Engineer-in-charge.
369	R.C.C. O.H.T. as per approved design including fixing of various pipes and ventilator at top and fixing of M.S. Sheet of 10 gauge manhole cover of 60 cm x 60 cm size with frame and locking arrangement and railing including supply of all material.
370	R.C.C. two column stair case with 1.0m minimum clear width attached with tank body as an access to Balcony and Top Dome of tank from ground level as per design & drawing with 1.25m high railling and gate with cabin as per specification including supply of all materials.
371	Supply and fixing of M.S. Ladder inside the tank body from roof to the bottom dome of the tank in a slope of 3:1 (3vertical:1horizontal) with railing as specified.
372	Railing on staircase & its landings, all round balcony & top dome and for access up to ventilator as specifications including supply of all materials, Railing shall be provided in three rows of G.I. Pipe (Medium) quality.
373	Supply and fixing of water level indicator with all necessary arragement such as inverter etc. As per specifications and fixing of lightening conductor and earth plate etc. As per specifications.
374	Testing of tank for water tightness as per specifications enclosed including supply of water.
375	Supply of all materials and construction of 80mm thick, 40 mm. thickR.C.C. floor, apron and 15cm dia semi circular drain around apron in a slope towards wash out chamber.
376	Three coats of approved quality and shade of Apex exterior paint of approved quality over concrete work including supply of all materials etc.(As per UP Jal Nigam G.O)
377	Three coats of anti corrosive/aluminum /black Japan paint of approved quality on all iron work pipes and specials including supply of all material.
378	Supplying carting and fixing of following sizes D.I. D/F pipes with required specials such as well mouth, D.I./D.F. Bend, duck foot bend in inlet, outlet, over flow and wash out of the tank including supply of M.S. Clamps, rubber insertion sheet, nut bolts, washer etc. complete as per specifications.
379	(a) 200 mm dia in inlet as required (Seperate for each tube well)
380	(b) 400 mm dia in outlet as required
381	(c) 400 mm dia in over flow as required
382	(d) 100 mm dia in wash out as required
383	Supplying and fixing of following sizes C.I./D/F sluice valves of PN-1 pressure of approved make as per relevant latest I:S specifications including supply of all jointing and other materials such as rubber insertion sheet, nut bolts, washer etc. complete as per specifications.
384	(a) 200 mm dia in inlet as required
385	(b) 400 mm dia in outlet as required
386	(c) 100 mm dia in wash out as required
387	Supply all materials labour, T&P and construct brick masonry sluice valve chambers as required including R.C.C. Cover as per departmental type design at sluice valve fixed on inlet, outlet and washout pipes. The R.C.C. Cover shall be casted in M.S. Angle section with handles on both sides. (Sluice Valve chamber for washout and overflow may be combined.)
388	The words U.P. Jal Nigam, staging, year of construction, capacity of O.H.T. And slogan approved by Engineer-in-charge shall be painted prominently in letter not less than 30 cm in height on O.H.T.
389	Trial Run of all works for 4 Months.
390	Maintenance for 12 months including supply of all materials etc. Complete.
391	Testing of bearing capacity of soil from a reorganized Govt. Engineering College or as directed by department.
392	PUMP HOUSE
393	Supply of all labour, materials,T&P etc. and construct pump house (3.60 m x 3.00 m x 3.60 m) - cum - chloronome (1.83 m x 2.60 m x 3.0m) as per departmental type design at various sites.
394	RISING MAIN
395	Supply of following sizes of DI pipes, class k-9 with supply and fixing of specials etc. rubber gasket, conforming to IS: 8329, F.O.R. destination including all taxes and insurance etc. complete for proposed tube wells.
396	200 mm dia
397	Excavation for pipeline trenches in ordinary soil (loam, clay or sand) including lift upto 1.5 m and lead upto 50 m and refilling, watering, ramming of excavated earth in to the trenches and disposal of surplus earth upto 50 m from the center of the trenches
398	Carting from store (upto 8 Km) the following sizes of D.I. Pipes (class K - 7) and A.C. pipes (class-15) and specials to the site of work, lowering them in to trenches and laying true to alignment and gradient including testing of pipeline (but excluding cost of trenching and cuttling of pipes etc. for making of lengths but including making joints).
399	D.I. (K-7) pipes
400	200 mm dia
401	Supply& fixing of following sizes of C.I. Double flanged sluice valves as per I.S: 780/1969 class - 1 F.O.R. destination including all taxes and insurance.
402	200 mm dia.
403	Supply and fixing of C.I. Double orifice type air valve 20 mm dia F.O.R. destination including all taxes and insuracne.
404	Supply of all materials, labour, T & P etc. and construct following valve chambers.
405	Sluice valve chambers
406	Air valve chambers
407	Dismantling of roads for laying of pipe line including sorting out and stacking of serviceable materials,stacking and disposal of unserviceable materials upto a distance of 50 m.
408	Bituminousroad
409	Concrete Tile Road
410	Reinstatement of following type of roads dismantled during laying of pipe line including supply of all materials, labour and T & P etc. required for proper completion of the work.
411	Bituminous road - same as item no. 8.(i) above.
412	Concrete Tile road - same as item no. 8.(ii)
413	Supply of all materials, labour, and T & P etc. and construct R.C.C. thrust blocks.
414	R.C.C. work in 1:1.5:3.
415	Mild steel work
416	Handling charges for pipes.
417	Site clearance and other unforeseen items.
418	SCADA BUILDING
419	Excavation in foundation in ordinary soil (loam, clay and sand) including lift upto 1.5 m & lead upto 50m refilling , Watering and ramming of excavated earth into trenches or into the space between the building and side of foundation trenches of into the plinth and disposal of surplus earth upto a distance of 50 m from the center of foundation trenches.
420	Concrete with 40 cm gauge brick ballast, local sand & cement in proportion of 12:6:1 in foundation, including supply of all materials, labour, T & P etc. required for proper completion of the work.
421	Ist class brick work in 1:6 cement and local sand mortar in foundation and plinth including supply of all materials, labour, T&P etc. required for proper completion of the work.
422	20 cm thick D.P.C. with cement and approved coarse sand 1:2 including 5% water proofing materials or in proportion as specified by the manufacturers including supply of all labour material t&p ets required for proper completion of work.
423	Ist class brick work in 1:6 cement and local mortar in super structure including supply of all materials, labour, T&P etc.required for proper completion of work.
424	same as item 5(a) but half brick thick wall.
425	Supply & fixing M.S. angle iron chaukhats 50 cm x 50cm x 6mm with M.S. sheet door shutler including simple moulding straight work as in chaukhats and also supply of materials, labour T&P etc. required for proper completion of the work.
426	Fixing hold fast of door & window chaukhats already moulded on chaukhats in P.C.C. 1:2:4 etc. required in all respect to complete the work.
427	R.C.C. work with cement, course sand & 20 mm gauge stone bllast in proportion of 1:1.5:3 in T beams, slabs, column excluding supply of reinforcement and its bending but including its fixing and binding the same with 0.50 mm thick binding wire (to be supplied by contractor) and inclduing necessary centering and shuttering supply of all materials, labour, T&P etc. complete.
428	same as item no. 1017 but in slab.
429	M. S. or iron work in plain work such as R.C.C.or R.B. work (when not included in over all rates) brought to required shape as necessary including bending for proper completion of the work including supply of steel and its wastage.
430	Supply and fixing of Z- Section section window frames and Shutters openable outside as per drawing and design approved by E/l, hinges of approved quality,M.S. or C.I. handles,hold fast 4 nos of M.S. flat25x5 mm and 150 mm long, pegs of M.S. 30 cm long having 4 holes with pagester and brackets welded or riveted to frame complete including the cost of Glass Panes & including supply of all material,labour T&P etc. required for proper completion of work.
431	12 mm thick plaster with cement and local sand mortar 1:6 over brick work minimum thickness not to be less than 10 mm including supply of all material, labour T&P etc. required for proper completion of work.
432	Same as item no 1148 but inproportion 1:4 with cement and local sandmortar over ceiling.
433	25 mm thick 1:2:4 plain concrete floor with cement coarse sand and 20 mm gauge stone ballast laid in pannels finished with 3 mm floating coat of neat cement including 75 mm thick base concrete consisting of cement local sand and Ist. Class brick ballast 40 mmgauge in proportion of 1:4:8 including supply of all material labour T & P etc. required for proper completion of work.
434	Same as item no 1161 but in Apron.
435	Supply and fix 3 mm glass strips in position including supply of all material, labour T&P etc. required for proper completion of work.
436	Painting or varnishing new work or new wood work in small areas with 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.
437	(1253) White washing three coat including supply of all material, labour T&P etc. required for proper completion of work.
438	Finishing walls with water proof cement paint of approved make and quality on new work with two coats to give an even shade including supply of all material,labour T&P etc. required for proper completion of work.
439	115 mm string or drip coarse of Ist.Class brick in 1:6 cement and local sand mortar including plastering, cutting drip notch as required and including supply of all material, labour T&P etc. required for proper completion of work.
440	Sand filling in plinth in including supply of all material, labour T & P etc. required for proper completion of work.
441	Supply and lay 4 cm thick insulation layer of sand and clay over R.C.C. roof including supply of all material labour T & P etc. required for proper completion of work.
442	Mud Faska on R. B. or R.C.C. Roof with 100 mm thick clay layer on roof and laying of tiles and jointing them with cement and sand mortar including supply of all material labour T&P etc. complete.
443	Supply and fixing of fan hooks box type including supply of all material, labour T&P etc. complete.
444	Provision for internal electrification including supply of all material,labour,T&P etc complete.
445	Provision for water supply and sanitary works including supply of all material,labour,T&P etc. complete (10% of item 1 to 24)
446	SITE DEVELOPMENT WORKS (DMA-1 TO 2)
447	Supply of all labour, materials and T & P etc. and construct boundary wall at following sites.
448	Supply of all labour, materials and T & P etc. and provide 3.6 m wide M.S. gate and 1 m wide wicket gate with pillars as per departmental type design, at following sites.
449	Supply of all labour, materials and T & P etc. and construct Cement Inter locking Tiles pavement inside following water works compound.
450	Earth filling at following sites including supply of earth and all necessary labour etc. complete.
451	RAIN WATER HARVESTING
452	Construction of recharging unit of ground water by rain water inwater works sites as per the drowing including supply of all materials, labour, T & P etc. required for proper completion of work.
453	E&M Works
454	Construction of tubewell
455	Transportation, Erection, Dismantling of Rig Machine and its T&P
456	Transportation, Erection, Dismantling of Compressor 250/350 PSI
457	Transportation, Erection, Dismantling of 2 Cusec/ 3 Cusec O.P. Unit and Yield test
458	Supply of Tubewell Assembly
459	M.S.Tubewell assembly with all required parts like plain pipe, Slotted pipe (as required upto 50% of plain pipes) rings, well cap bail plug, clamp reducer, central guide, suport structure etc. as required & as per typed design complete in all respect.
460	(Note- Axial Length of Reducer without Ring shall be measured with casing pipe)
461	300 mm dia M.S. Pipe
462	200 mm dia M.S. Plain/slotted
463	PEA-GRAVEL (As per IS:4097)
464	1.65 mm to 4.50 mm size Pea gravel of Lalkuwan quarry duly screened, washed and properly stacked at sitefor Tubewell
465	Drilling of bore by rig machine As Per IS:2800(Part I & II):
466	Drilling of bore by 600 mm dia bit GL to 55 mt. BGL.
467	Drilling of bore by 500 mm dia bit from 55 mt BGL to 100 mt. BGL.
468	Drilling of bore by 500 mm dia bit 100 m BGL to 155 m. BGL.
469	Lowering of tube well assembly With M.S. rings, Bail Plug, Reducer Including welding:
470	Lowering of 300 mm dia M.S. Housing pipe from GL to 42 m.BGL
471	Lowering of 200 mm dia M.S. Plain/slotted pipe 42 m. BGL to 100 m. BGL
472	Lowering of 200 mm dia M.S. Plain/slotted pipe 100 m. BGL to 140 m. BGL
473	Development of tube well by 250 PSI air compressor and 3 cusec O.P. Unit to yield sand free discharge.
474	Development and testing of tube well by Air Compressor.
475	Development and testing of tube Well O.P.Unit to yield sand free Discharge.
476	Chemical and Bacteriological
477	test (Analysis of water sample)
478	Site clearance before and after construction of Tubewell.
479	Logging of borehole by departmental/approved electric logger
480	Details of new pumping plant and servo stabilizer & Scada equipment
481	SITC of Submersible pumpset having capacity 1700 LPM, 47/49 mtr Head or as per requirement with 24 mtr Column Pipe Assembly, NRV, CIDF Bend 90°, CF A/F Tee, D/F Pipe ( 1.5 m long 2 No.s and 1 m long 1 No.), Earthing, Painting, Toolset, Power wiring of pump house internal & external, Chainpulley block and all Pumping Plant accessories with nut bolts and rubber packing etc.complete in all respect as per direction of engineer-in-charge.
482	SITC of Soft Starter with RS485 Port-400V Class 22.5 kW, Rating or as per requirement complete in all respect as per direction of engineer-in-charge.
483	SITC Supply, Installation and Commissioning of automatic servo voltage Stabilizer-50 KVA or as per requirement (Input Voltage 230V±450V)to Output Voltage 415V± 1% As per IS 9815-1994 complete in all respect as per direction of engineer-in-charge.
484	XLPE Aluminium Armoured Cable 50 Sqmm 3.5 Core
485	Additional Column Pipe (3 mtr long x 2 No. = 1 set)
486	24x7 WATER SUPPLY DISTRIBUTION SYSTEM in DMA 1 & DMA 2
487	Designing, Supplying, Installing, commissioning & testing of Actuator Operated Isolation Valves, DIDF PN 1.0 rating having data communication feature with PLC SCADA and also transmit data along with controlling and monitoring of valve through M.C.S incorporated with integral Starter & gear box including DI tail pieces with EPDM fully covered wedge and epoxy coating internal and external etc complete. of followings Sizes-
488	For DMA-1
489	300 mm. dia For feeder line to DMA-1
490	250 mm. dia
491	200 mm. dia
492	150 mm. dia
493	110 mm. dia
494	For DMA-2
495	350 mm. dia For feeder line to DMA-2
496	200 mm. dia
497	150 mm. dia
498	110 mm. dia
499	Designing, Supplying, Installing, commissioning & testing of CE & UL certified Electromagnatic flow Meter with Battery and data communication though GSM Module to PLC SCADA including pressure transducers fittings to facilitate the installation in remote places as specified in the specification of employers requirements for following line sizes-
500	300 mm. diaFor feeder line to DMA-1
501	350 mm. dia For feeder line to DMA-2
502	Designing, Supplying, Installing, commissioning & testing of Flow Control Valve (FCV) with latching Solenoid PLC web based controlling with data communication, Hydraulically operated self actuated flow control valve with downstream orifice having D.I. body, double chamber united actuators, coppercontrol tubing, fusion bonded epoxy coating suitable for drinking water of followings Sizes-
503	300 mm. diaFor feeder line to DMA-1
504	350 mm. dia For feeder line to DMA-2
505	Designing, Supplying, Installing, commissioning & testing of Pressure Transmitter Battery Fitted CE marked with following technical parameters and Interfacing with PLC module alongwith data communication with SCADA System including Mounting arrangement. Output 4-20 mA / HARTPower supply - 24V DC Display - 4\" LEDAccuracy - +/- 0.1 %of full scale or better Enclosure- IP 68 All arrangements Shall be in MS Fabricated Cabin/Enclosure Mounted on Ground or Wall.
506	Designing, Supplying, Installing, commissioning & testing of Battery Fitted Residual Chlorine Analyzer single parameter system ready to operate to measure free or total chlorine , Panel made of white PVC (hard foam core, 1100x350x13 mm) with mounting possibility, Pressure reducer, dosing valve for flow regulation, flow through armature, Optical flow measuring, Inlet and Outlet with 0.5\" hose connection, Temp. 0-50 C, Single parameter controller with PID Controller , 2 current outputs, 3 relay outputs and RS 485 Interface, chlorine measuring sensor for free chlorine membrane covered sensor 0.01 - 2 mg/l , low ph dependency ph 4-9 , 0-50 C, 25 mm dia, 4-20 mA, connection cable 2m., 2-wire, 2 x stripped ends, tinned along with Battery & its required accessories for power backup for continuous operation complete for all DMAs. All arrangements Shall be in MS Fabricated Cabin/Enclosure Mounted on Ground or Wall.
507	Providing ,erecting and commissioning of MS dismantling joint as per requirement and departments approved drawing and specifications, including machining and rubber ring and suitable for 16 kg/cm2 working pressure with required flanges of suitable side with nut and bolt etc. complete. The joint should have long bolts so that during normal working pressure there should be no sliding movement of sliding flanges LOF (length over flange) should not be less than 75% of dia.suitable for drinking water of followings Sizes-
508	For DMA-1
509	300 mm. dia For feeder line to DMA-1
510	250 mm. dia
511	200 mm. dia
512	150 mm. dia
513	110 mm. dia
514	For DMA-2
515	350 mm. dia For feeder line to DMA-2
516	200 mm. dia
517	150 mm. dia
518	110 mm. dia
519	SITC of Automatic Chlorination System compatible to SCADA system complete in all respect as per direction of engineer-in-charge.
520	Scada work for TW
521	SITC of CE & UL Certifeid PLC/RTU in IP 54 enclousure suitable to communicate with GSM based modem unit with CPU and power supply with analog and digital parameter and features as specifeid for tubewell to store and transmit data on GSm backbone RTU/PLC designed with logic to transfer data at multiple stations specifeid also enabled with UPS for power backup upto 2 Hrs & automatic on/off switching arrangement.
522	GSM/GPRS based wireless communication with 4G modem for RTU/PLC capable to transfer & gather data from remote site to control station all accessoreis included with signal enhancer antenna made for pumping plant internet charges as specifeid
523	CE/UL certifeid Intelligent Smart Energy Meter
524	SITC of Moter Operated Actuater with Sluice Valves 150 mm size with inbuit actuator panel and accessories.complete in all respect as per direction of engineer-in-charge.
525	SITC of CE/UL Certifeid Electromagnetic Flow Meter 150 mm size
526	Auto Phase reversal unit with inbuilt delay and enclosure control panel etc.
527	SITC of CE/UL Certifeid Hydrostatic type sub soil water level transmitter for tubewell with Auxillary bore for installtion near main tubewell (1-3 mtr near to main bore ) complete in all respect as per direction of engineer-in-charge.
528	CE/UL certifeid Surge Protecter for control panel.
529	CE/UL certifeid Pressure Transmiter with local display
530	CE/UL Certifeid 7 hmi touch screen suitable to communication with PLC/RTU for display & control of process parameters
531	Complete cabling including power cables of all equipment.
532	Control panel with IP54 protection ,industrial grade for all equipments.separate for control (24V) and power equipment
533	Installation, commissioning & testing trial for tubewell
534	SCADA/AUTOMATION WORK FOR OHT
535	SITC Of CE/UL certifeid Radar Type level transmitter for OHT complete in all respect as per direction of engineer-in-charge.
536	SITC Of controlled Sluice valve with Actuator of 350 mm dia size for OHT with positioning card ,inbuilt panel and accessories etc complete in all respect as per direction of engineer-in-charge.
537	SITC OfCE/UL certifeid Electromagnetic Flowmeters for OHT.size 350 mm complete in all respect as per direction of engineer-in-charge.
538	LOCAL CONTROL STATION
539	CE/UL & BIS Certified industrial grade LED MONITOR of size 56\" with lates configuration as per specification complete in all respect as per direction of engineer-in-charge.
540	Desktop/PC with i5/i7 processor for as per spec mentioned in technical bid documents complete in all respect as per direction of engineer-in-charge.
541	CE/UL Certified 3 KVA UPS with batteries as perspec mentioned in technical bid documents.
542	SCADA/ IOT Web based Software for the monitoring of all assets & sensors in a DMA having remote control for automatic and 24x7 water supply with capabilities to have analytical and predictive reports through A.I, wherein clear representation of water supplied vs water consumed in presented through graphs, reports etc. Mimics generation ,data logging and retreival capabilities of historical data are inherent features, along with AMR\"s data analysis capabilities,required billing software with full development version ofrequired TAGS scadasoftware with customisation of softwarefor MCS as per requirement etc.Controlling and Monitoring of all assets will be available in each DMA as well as Full development version of required TAGS SCADA Software with coustomization of software for LCS as per spec mentioned in tachnical bid documents.
543	CE/UL certified local conrol room PLC with redundant CPU& power supply at LCS in IP 54 enclouser as per spec mentioned in tachnical bid documents complete in all respect as per direction of engineer-in-charge.
544	GSM based wireless/Broadband/Equivalent communication system for PLC capable to transfer & receive data & gather data form remote sites to control station,All accessories include signal enhancer antenna along with running expences till DLP.
545	CE/UL certified Firewall for network protection.
546	Surge protector for Ethernet communication protection.
547	Industrial grade Ethernet Switch.
548	Canon/hp Laser printer1018 or equivalent
549	Security Survelliance IP Camera with required hard drive to store data of atleast 15 Days
550	Installation,Commissioning ,testing including required furniture,wall clading work , A/C etc
551	Hypo chloride solutionfor pumping stations
552	Name of Work: Complete works of Lodhipur ward No-6 Shahjahanpur Nagar Nigam Area (24x7 Continuously water supply project ) District Budaun under AMRUT 2.0
553	Build Phase Civil Works (Sl. No 01 to 26)
554	Rising Main
555	Excavation of earth in ordinary soil (loam, clay or sand) to give 1 mt. Cover from top of the pipe including lift upto 1.5 mt. and lead upto 50 mt. from centre of trenches and refilling of earth in 20 cm. layers with watering and raimming etc. complete
556	Supply of Following sizes pipes (D.I. K-9) for rising main conforming to latest relevent to I.S.83329/2000 specification with all jointing materials such as C.I. S/S or D.F. specials conforming to latest/relevant I.S. specification, suitable for D.I. pipes, as per IS-1239/2000 and IS 8329/2000 or their latest amendment including F.O.R. destination and all taxes and insurance etc. with loading, unloading and carting up to site of work, also including specials for these pipes and lowering them into the trenches and laying true to alignment and gradient and jointing etc. complete (including testing of pipe lines and cutting of pipes for making up the length but excluding the cost of trenches). all complete. as per instructions of Engineer-in-charge. All pipes should be supplied from the firm enlisted by Material Manager UP Jal Nigam Lucknow and should be proper inspection, testing, certification & marking by M/s Crown Agents India Pvt. Ltd. New Delhi.
557	From Tubewell to OHT 200mm dia
558	Supply and carting up to site of work of the following dia C.I./D.I.butterfly/sluice valves, Class I working pressure 10kg/cm2 confirming to IS: 780/1984 or latest amendments, F.O.R. destination, and lowering them into the already prepared trenches, fixing in position and jointing them with pipeline and testing etc. complete and also including supply of jointing materials etc. including all taxes and insurance
559	200mm dia
560	Construction of following type chambers as per department type design and drawing including supply of Heavy duty M.S. Manhole Cover and all materials, labour T&P etc complete for proper completion of work as per the specification laid down in the bid document
561	Sluice Valve Chamber Masonary Type
562	Design and construct Thrust Block made in R.C.C. with cement. coarse sand & 20mm gauge stone ballast in proporation 1:1.5:3 for pipe line, including supply of MS reinforcment wrought to required shape as necessary, its bending, fixing & binding the same with 0.50mm 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 specification for RCC work given in the bid document as per instruction of Engineer-in-charge
563	Distribution System
564	Supply of Following sizes pipes for distribution system conforming to latest relevent to I.S. 4984:1995 specification with all jointing materials and specials conforming to latest/relevant I.S. specification including F.O.R. destination and all taxes and insurance etc. with loading, unloading and carting up to site of work, also including specials for these pipes and lowering them into the trenches and laying true to alignment and gradient and jointing etc. complete (including sectional pressure testing of pipes lines and cutting of pipes for making up the length but excluding the cost of trenches). all complete. as per instructions of Engineer-in-charge. All pipes should be supplied from the firm enlisted by Material Manager UP Jal Nigam Lucknow and should be proper inspection, testing, certification & marking by M/s Crown Agents India Pvt. Ltd. New Delhi.(All Jointing to be done by electro fusion process in HDPE pipe)
565	110 mm dia HDPE Pipe (PN-6)
566	160 mm dia HDPE Pipe (PN-6)
567	200 mm dia D.I. K-7 pipe
568	250 mm dia D.I. K-7 pipe
569	300 mm dia D.I. K-7 pipe
570	350 mm dia D.I. K-7 pipe
571	400 mm dia D.I. K-7 pipe
572	Excavation of earth in ordinary soil (loam, clay or sand) to give 1 mt. Cover from top of the pipe including lift upto 1.5 mt. and lead upto 50 mt. from centre of trenches and refilling of earth in 20 cm. layers with watering and raimming etc. complete.
573	Supply and carting up to site of work of the following dia C.I./D.I.butterfly/sluice valves, Class I working pressure 10kg/cm2 confirming to IS: 780/1984 or latest amendments, F.O.R. destination, and lowering them into the already prepared trenches, fixing in position and jointing them with pipeline and testing etc. complete and also including supply of jointing materials etc. including all taxes and insurance
574	Sluice Valve 100 mm dia
575	Sluice Valve 150 mm dia
576	Sluice Valve 200 mm dia
577	Sluice Valve 300 mm dia
578	Sluice Valve 350mm dia
579	Scour Valve 80 mm dia
580	Supply of screwed down type 80mm dia air valve with gun metal seat conforming to latest/relevent I.S. specifications including all taxes and insurance, carting up to site of work and lowering them into the trenches, fixing in position and jointing them with pipelines and testing etc. complete (including supply of jointing materials etc complete) as per instructions of Engineer-in-charge.
581	Supply of underground sluice valve type fire hydrant consisting of 80mm dia sluice valve, 100mm dia tail pieces, 100mm dia duck foot bend and 80mm dia standard makes iron coupling with cap and etc. complete conforming to latest/relevent I.S. specifications including all taxes and insurance up to site of work and lowering them into the trenches, fixing in position and jointing them with pipeline and testing etc. complete (including supply of jointing materials etc complete.) as per instructions of Engineer-in-charge.
582	Construction of following type chambers as per department type design and drawing including supply of Heavy duty M.S. Manhole Cover and all materials, labour T&P etc complete for proper completion of work as per the specification laid down in the bid document
583	Sluice Valve/Scour Valve Chamber Masonary Type For Distribution Main
584	Sluice Valve/Scour Valve Chamber Surface Box Type For Distribution Main
585	Fire Hydrant Chamber For Distribution Main
586	Air Valve Chamber For Distribution Main
587	Dismantling of following type of surface including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto a distance of 50m required for proper completion of the work as per instruction of Engineer-in-charge.
588	B.O.E. Surface
589	Tiles Road
590	Bituminous Road
591	C.C. Road
592	Reinstatement of the following type of road surface with old and new mateials including supply of all materials, labour, T&P etc. required for proper completion of the work as per instruction of Engineer-in-charge.
593	Laying of B.O.E. Surface (with new bricks upto 40% quantity) as per according to PWD specification of the respective roads and proper compaction.
594	Laying of Tiles Road (with new tiles upto 40% quantity) as per according to PWD specification of the respective roads and proper compaction.
595	Laying of Bituminous road providing Grannlar Sub-base, WBm, Dense Bituminous macadam and Bituminous Concrete course in desired thickness along with primer, tack coat and seal coat (Thickness may be taken according to PWD specifications of the respective roads) and proper compaction
596	Laying of C.C. Road with concrete of 1:2:4 (1 Cement: 2 Coarse Sand: 20 mm Stone Aggregate) 10 cm thickness may be taken according to PWD specification of the respective roads with 7.5 cm thickness base concrete 1:4:8 (1 Cement: 4 Coarse Sand: 40 mm Brick ballst) and proper compaction
597	Provision of crossing of Nalas & culvert (Square drain) complete i.e. total material (including supply of all materials including FOR Destinaion inclusive of all taxes and duties third party inspection charge, transit insurance, freight, loading, unloading and stacking in departmental store etc. complete) & labour cost per metre as per type design & as per instruction of Engineer-in- charge.
598	Provision of crossing of Nalas & culvert (above 3.5) complete i.e. total material (including supply of all materials including FOR Destinaion inclusive of all taxes and duties third party inspection charge, transit insurance, freight, loading, unloading and stacking in departmental store etc. complete) & labour cost per metre as per type design & as per instruction of Engineer-in- charge.
599	Provision of crossing of Road (3.5 m) complete i.e. total material (including supply of all materials including FOR Destinaion inclusive of all taxes and duties third party inspection charge, transit insurance, freight, loading, unloading and stacking in departmental store etc. complete) & labour cost per metre as per type design & as per instruction of Engineer-in- charge.
600	Shifting of Telephone line, water line etc
601	Providing and making water supply scheme house connection in 50 to 500 mm nominal dia. Distribution pipelines using saddle (HDPE saddle, Electro fusion Type for making service connection in HDPE pipe, dia up to 200 mm/DI Strap saddle, for making connection in DI/CI pipe, dia 200 mm and above), ferrule of 15 mm size (weight 400 gram), 20 mm dia pipe (HDPE pipe (PE 100/PN 12.5) below ground and medium class GI pipe above ground, length as per site requirement) with compression fittings (FTA, MTA etc.), G.I. elbows, other fitting & specials for jointing of 20 mm G.I. Pipe, PTMT Bib Cock conforming to relevant IS Specifications including excavation, refilling of pit (Excluding dismantling/ reinstatement of roads), tapping of the distribution pipelines and cost of bailing out of water including supply of material, labour, T& P etc. required for proper completion of work.
602	110 mm dia HDPE Pipe (PN-6)
603	160 mm dia HDPE Pipe (PN-6)
604	200mm dia DI k-7 Pipe line
605	250mm dia DI k-7 Pipe line
606	Construction Of Over Head Tank -\"Supply of all materials labour,construction offollowing size RCC OHTs , T&P etc. complete and construction of raft stagingBottom dome,bottom ring beam,vertical wall, top dome and staircase of 1000 KL R.C.C. (conforming to latest/relevant I.S. 3370 Part I to Part IV Specifications) Over Hand Tank. Capacity and 25 Meter Staging Above Made up level with main components, including cost of soil testing and considering beaing capacity of soil as 8MT/Sqm.All the components of OHT Cast in conforming to latest/relevant I.S. 3370 Part I to PART IV Specifications concrete with cement, coarse sand and approved stone grit as per I.S. 11682 and I.S. 456. Minimum depth of Foundation below original ground level will be 2.5M. Seismic effects and wind load should be taken into consideration as per I.S. 1893 for earthquake resistance and I.S. 875 Part-III for wind load on structure and including 1M wide RCC staircase, 1m wide R.C.C. balcony, S.S. laddar made of 50x50x6 mm angle section and 20mm plain M.S. bars with hand rails of 20mm medium class S.S Pipes, One SS ladder inside the tank from top dome to bottom dome, R.C.C. railing with 20mm dia medium class G.I. Pipes, (in 3 rows) on both sides of stair case, supported on 50x50x6mm M.S. angle section, spaced at intervels not More than 1.5m, proper ventilator at top dome in circular shape of 1.2m dia,water level indicator fabricated with all fittings, Lightening conductor as per I.S.S.2309 or its latest amendments of latest electricity rules, consisting of proper elevation rod with 5 or more fork points as prescribed in ISS 2309-1969 and ISS 3013-1966, C.I. manhole of min 60x60cm Size with locking arrangement, supply, Fixing, Jointing of D.I.D/F pipes of approproate size with D.I.D/F specials conforming to IS 8329/2000 as vertical pipes for inlet (@24m), outlet (@20m), overflow (@24m) and washout (100mm@20m) as per latest/relevant I.S. specifications with all jointing metarials for proper completion of work,Fixing of appropriate size manually operated D/F Sluice Valve/Butter Fly Valves as per ISS 700/1969 or its latest amendments class \"\"A\"\" working pressure 10 kg/cm2, Construction of bed blocks in 1:2:4 PCC with cement, Coarse sand and approved stone grit Construction of Floor and apron at the ground level upto 100cm. beyond the outer edge of balcony of the O.H.T. with 25mm. 1:2:4 P.C.C. over 75mm., P.C.C. 1:4:8 as per deptt. specifications and included 150mm semi circular 1:2:4 PCC drain as per deptt. Specification. Construction of washout/overflow chamber and chambers for sluice/butter fly valves as per department type design and drawing, supply of 200mm dia PVC pipe as per I.S.-4985/2000 for disposal of water from overflow and washout chamber to suitable point outside the water compound,. Painting of all concrete surface with ISI marked putty (2mm thick) after applying putty, painting with two coats ISI marked weather coat paint of reputed firm like Asian, Burger (Apex, Ultima etc.) has to be made and painting of M.S. ladder, railing and vertical pipes with ISI Marked enamel paint in 3 coats.\"
607	1250 KL/25M
608	Supply of all labour, materials,T&P etc. and construct pump house (3.6 m x 3.0 m x 3.6) - cum - chloronome (1.80 m x 2.26 m x 3.00) as per departmental type design at various sites.
609	Boundary Wall (As per type design & as per instruction of Engineer-in- charge) including supply of labour material T&P etc complete
610	Supply and fixing of 3.6m X 1.50m MS gate and 1.2 m X 1.50m MS wicket gate including construction of RCC pillars of Size 1.35m X 0.23m X 0.23m with ornamental brick work 115mm Thick around RCC with constuct gate pillars 1.2m wicket gate-2 Nos, as per departmental type design and drawing and as per specifications laid down in the bid document, including supply of all material, labour, varnishing,painting ,T&P etc. required for proper completion of work, asper instructions of engineer-in-charge.
611	Earth Filling work for proper leveling of water work site, in accordance with the contour map and Grid map of existing site, including royalty, tax cost of earth material with leveling, dressing, excavation and filling of earth where necessary and also including all labour, materials, T&P etc. required for proper completion of works as per instructions of engineer-in-charge.
612	Laying of Tiles Roadas per according to PWD specification of the respective roads and proper compaction.
613	Supply of all materials labour and construction of Ground Water Recharge as per department design & drawing required for proper completion of work, asper instructions of Engineer-in-charge.
614	Construction of New Master Control Station with lab ,training centre. and office building (25x30) M (includingDestop- 2Nos, laser printer -2 Nos ,Table and Chair- 6 Nos,Split A.c-2 Nos,Laptop-1nos)as per instructionsof Engineer-in-charge.
615	E&M WORKS
616	Construction of tubewell
617	Transportation, Erection, Dismantling of Rig Machine and its T&P
618	Transportation, Erection, Dismantling of Compressor 250/350 PSI
619	Transportation, Erection, Dismantling of 2 Cusec/ 3 Cusec O.P. Unit and Yield test
620	Supply of Tubewell Assembly
621	M.S.Tubewell assembly with all required parts like plain pipe, Slotted pipe (as required upto 50% of plain pipes) rings, well cap bail plug, clamp reducer, central guide, suport structure etc. as required & as per typed design complete in all respect.
622	(Note- Axial Length of Reducer without Ring shall be measured with casing pipe)
623	300 mm dia M.S. Pipe
624	200 mm dia M.S. Plain/slotted
625	PEA-GRAVEL (As per IS:4097)
626	1.65 mm to 4.50 mm size Pea gravel of Lalkuwan quarry duly screened, washed and properly stacked at sitefor Tubewell
627	Drilling of bore by rig machine As Per IS:2800(Part I & II):
628	Drilling of bore by 600 mm dia bit GL to 55 mt. BGL.
629	Drilling of bore by 500 mm dia bit from 55 mt BGL to 100 mt. BGL.
630	Drilling of bore by 500 mm dia bit 100 m BGL to 155 m. BGL.
631	Lowering of tube well assembly With M.S. rings, Bail Plug, Reducer Including welding:
632	Lowering of 300 mm dia M.S. Housing pipe from GL to 42 m.BGL
633	Lowering of 200 mm dia M.S. Plain/slotted pipe upto 100 m. BGL
634	Lowering of 200 mm dia M.S. Plain/slotted pipe 100 m. BGL to 140 m. BGL
635	Development of tube well by 250 PSI air compressor and 3 cusec O.P. Unit to yield sand free discharge.
636	Development and testing of tube well by Air Compressor.
637	Development and testing of tube Well O.P.Unit to yield sand free Discharge.
638	Chemical and Bacteriological
639	test (Analysis of water sample)
640	Site clearance before and after construction of Tubewell.
641	Logging of borehole by departmental/approved electric logger
642	Details of new pumping plant and servo stabilizer & Scada equipment
643	SITC of Submersible pumpset having capacity 1500 LPM, 65 mtr Head or as per site requirement with 24 mtr Column Pipe Assembly, NRV, CIDF Bend 90°, CF A/F Tee, D/F Pipe ( 1.5 m long 2 No.s and 1 m long 1 No.), Earthing, Painting, Toolset, Power wiring of pump house internal & external, Chainpulley block and all Pumping Plant accessories with nut bolts and rubber packing etc.complete in all respect as per the direction of engineer-in-charge.
644	SITC of Soft Starter with RS485 Port-400V Class 22.5 kWRatingor as per site requirement complete in all respect as per the direction of engineer-in-charge.
645	Supply, Installation and Commissioning of automatic servo voltage Stabilizer 50 KVA or as per site requirement,.(Input Voltage 230V±450V)to Output Voltage 415V± 1% As per IS 9815-1994 complete in all respect as per the direction of engineer-in-charge.
646	XLPE Aluminium Armoured Cable 50 Sqmm 3.5 Core
647	Additional Column Pipe (3 mtr long x 2 No. = 1 set)
648	24x7 WATER SUPPLY DISTRIBUTION SYSTEM in DMA 1 & DMA 2
649	Designing, Supplying, Installing, commissioning & testing of Actuator Operated Isolation Valves, DIDF PN 1.0 rating having data communication feature with PLC SCADA and also transmit data along with controlling and monitoring of valve through M.C.S incorporated with integral Starter & gear box including DI tail pieces with EPDM fully covered wedge and epoxy coating internal and external etc complete. of followings Sizes-
650	For DMA-1
651	350 mm. dia For feeder line to DMA-1
652	300 mm. dia
653	For DMA-2
654	250 mm. dia For feeder line to DMA-2
655	200 mm. dia
656	Designing, Supplying, Installing, commissioning & testing of CE & UL certified Electromagnatic flow Meter with Battery for data communication through GSM Module to PLC SCADA including pressure transducers fittings to facilitate the installation in remote places as specified in the specification of employers requirements for following line sizes-
657	350 mm. dia For feeder line to DMA-1
658	250 mm. diaFor feeder line to DMA-2
659	Designing, Supplying, Installing, commissioning & testing of Flow Control Valve (FCV) with latching Solenoid PLC web based controlling with data communication, Hydraulically operated self actuated flow control valve with downstream orifice having D.I. body, double chamber united actuators, coppercontrol tubing, fusion bonded epoxy coating suitable for drinking water of followings Sizes-
660	350 mm. dia For feeder line to DMA-1
661	250 mm. diaFor feeder line to DMA-2
662	Designing, Supplying, Installing, commissioning & testing of Pressure Transmitter Battery Fitted CE marked with following technical parameters and Interfacing with PLC module alongwith data communication with SCADA System including Mounting arrangement. Output 4-20 mA / HARTPower supply - 24V DC Display - 4\" LEDAccuracy - +/- 0.1 %of full scale or better Enclosure- IP 68 All arrangements Shall be in MS Fabricated Cabin/Enclosure Mounted on Ground or Wall.
663	Designing, Supplying, Installing, commissioning & testing of Battery Fitted Residual Chlorine Analyzer single parameter system ready to operate to measure free or total chlorine , Panel made of white PVC (hard foam core, 1100x350x13 mm) with mounting possibility, Pressure reducer, dosing valve for flow regulation, flow through armature, Optical flow measuring, Inlet and Outlet with 0.5\" hose connection, Temp. 0-50 C, Single parameter controller with PID Controller , 2 current outputs, 3 relay outputs and RS 485 Interface, chlorine measuring sensor for free chlorine membrane covered sensor 0.01 - 2 mg/l , low ph dependency ph 4-9 , 0-50 C, 25 mm dia, 4-20 mA, connection cable 2m., 2-wire, 2 x stripped ends, tinned along with Battery & its required accessories for power backup for continuous operation complete for all DMAs. All arrangements Shall be in MS Fabricated Cabin/Enclosure Mounted on Ground or Wall.
664	Providing ,erecting and commissioning of MS dismantling joint as per requirement and departments approved drawing and specifications, including machining and rubber ring and suitable for 16 kg/cm2 working pressure with required flanges of suitable side with nut and bolt etc. complete. The joint should have long bolts so that during normal working pressure there should be no sliding movement of sliding flanges LOF (length over flange) should not be less than 75% of dia.suitable for drinking water of followings Sizes-
665	350 mm. dia
666	300 mm. dia
667	250 mm. dia
668	200 mm. dia
669	SITC of Automatic Chlorination System compatible to SCADA system complete in all respect as per the direction of engineer-in-charge.
670	scada work for TW
671	SITC of CE & UL Certifeid PLC/RTU in IP 54 enclousure suitable to communicate with GSM based modem unit with CPU and power supply with analog and digital parameter and features as specifeid for tubewell to store and transmit data on GSm backbone RTU/PLC designed with logic to transfer data at multiple stations specifeid also enabled with UPS for power backup upto 2 Hrs & automatic on/off switching arrangement.
672	GSM/GPRS based wireless communication with 4G modem for RTU/PLC capable to transfer & gather data from remote site to control station all accessoreis included with signal enhancer antenna made for pumping plant internet charges as specifeid
673	CE/UL certifeid Intelligent Smart Energy Meter
674	SITC of Moter Operated Actuater with Sluice Valves 150 mm size with inbuilt actuator panel complete in all respect
675	SITC of CE/UL Certifeid Electromagnetic Flow Meter 150 mm size complete in all respect as per the direction of engineer-in-charge.
676	Auto Phase reversal unit with inbuilt delay and enclosure control panel etc.
677	SITC of CE/UL Certifeid Hydrostatic type sub soil water level transmitter for tubewell with Auxillary bore for installtion near main tubewell (1-3 mtr near to main bore ) complete in all respect as per the direction of engineer-in-charge.
678	CE/UL certifeid Surge Protecter for control panel.
679	CE/UL certifeid Pressure Transmiter with local display
680	CE/UL Certifeid 7 hmi touch screen suitable to communication with PLC/RTU for display & control of process parameters
681	Complete cabling including power cables of all equipment.
682	Control panel with IP54 protection ,industrial grade for all equipments.separate for control (24V) and power equipment
683	Installation, commissioning & testing trial for tubewell
684	SCADA/AUTOMATION WORK FOR OHT
685	SITC Of CE/UL certifeid Radar Type level transmitter for OHT complete in all respect as per the direction of engineer-in-charge.
686	SITC Of controlled Sluice valve with Actuator of 400 mm dia size for OHT with positioning card and accessories complete in all respect as per the direction of engineer-in-charge.
687	SITC OfCE/UL certifeid Electromagnetic Flowmeters for OHT.size 400 mm complete in all respect as per the direction of engineer-in-charge.
688	LOCAL CONTROL STATION
689	CE/UL & BIS Certified industrial grade LED MONITOR of size 56\" with latest configuration as per specification.
690	Desktop/PC with i5/i7 processor for as per spec mentioned in technical bid documents.
691	CE/UL Certified 3 KVA UPS with batteries as perspec mentioned in technical bid documents complete in all respect as per the direction of engineer-in-charge.
692	Bidder shall ensure that SCADA/ IOT Web based Software for the monitoring of all assets & sensors in a DMA having remote control for automatic and 24x7 water supply with capabilities to have analytical and predictive reports through A.I, wherein clear representation of water supplied vs water consumed in presented through graphs, reports etc. Mimics generation ,data logging and retreival capabilities of historical data are inherent features, along with AMR\"s data analysis capabilities,required billing software with full development version ofrequired TAGS scadasoftware with customisation of softwarefor MCS as per requirement etc.Controlling and Monitoring of all assets will be available in each DMA as well as Full development version of required TAGS SCADA Software with coustomization of software for LCS as per spec mentioned in tachnical bid documents.
693	CE/UL certified local conrol room PLC with redundant CPU& power supply at LCS in IP 54 enclouser as per spec mentioned in tachnical bid documents.
694	GSM based wireless/Broadband/Equivalent communication system for PLC capable to transfer & receive data & gather data form remote sites to control station,All accessories include signal enhancer antenna along with running expences till DLP.
695	CE/UL certified Firewall for network protection.
696	Surge protector for Ethernet communication protection.
697	Industrial grade Ethernet Switch.
698	Canon/ Hp Laser printer1018 or equivalent
699	Security Survelliance IP Camera with required hard drive to store data of atleast 15 Days
700	Installation,Commissioning ,testing including required furniture , A/C etc
701	Hypo chloride solutionfor pumping stations
702	Name of Work: Complete works of Nekpur ward No-3 BUDAUN Nagar Palika Parishad Area (24x7 Continuously water supply project ) District Budaun under AMRUT 2.0
703	Build Phase Civil Works (Sl. No 01 to 26)
704	Rising Main
705	Excavation of earth in ordinary soil (loam, clay or sand) to give 1 mt. Cover from top of the pipe including lift upto 1.5 mt. and lead upto 50 mt. from centre of trenches and refilling of earth in 20 cm. layers with watering and raimming etc. complete
706	Supply of Following sizes pipes (D.I. K-9) for rising main conforming to latest relevent to I.S.83329/2000 specification with all jointing materials such as C.I. S/S or D.F. specials conforming to latest/relevant I.S. specification, suitable for D.I. pipes, as per IS-1239/2000 and IS 8329/2000 or their latest amendment including F.O.R. destination and all taxes and insurance etc. with loading, unloading and carting up to site of work, also including specials for these pipes and lowering them into the trenches and laying true to alignment and gradient and jointing etc. complete (including testing of pipe lines and cutting of pipes for making up the length but excluding the cost of trenches). all complete. as per instructions of Engineer-in-charge. All pipes should be supplied from the firm enlisted by Material Manager UP Jal Nigam Lucknow and should be proper inspection, testing, certification & marking by M/s Crown Agents India Pvt. Ltd. New Delhi.
707	From Tubewell to OHT 200mm dia
708	Supply and carting up to site of work of the following dia C.I./D.I.butterfly/sluice valves, Class I working pressure 10kg/cm2 confirming to IS: 780/1984 or latest amendments, F.O.R. destination, and lowering them into the already prepared trenches, fixing in position and jointing them with pipeline and testing etc. complete and also including supply of jointing materials etc. including all taxes and insurance
709	200mm dia
710	Construction of following type chambers as per department type design and drawing including supply of Heavy duty M.S. Manhole Cover and all materials, labour T&P etc complete for proper completion of work as per the specification laid down in the bid document
711	Sluice Valve Chamber Masonary Type
712	Design and construct Thrust Block made in R.C.C. with cement. coarse sand & 20mm gauge stone ballast in proporation 1:1.5:3 for pipe line, including supply of MS reinforcment wrought to required shape as necessary, its bending, fixing & binding the same with 0.50mm 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 specification for RCC work given in the bid document as per instruction of Engineer-in-charge
713	Distribution System
714	Supply of Following sizes pipes for distribution system conforming to latest relevent to I.S. 4984:1995 specification with all jointing materials and specials conforming to latest/relevant I.S. specification including F.O.R. destination and all taxes and insurance etc. with loading, unloading and carting up to site of work, also including specials for these pipes and lowering them into the trenches and laying true to alignment and gradient and jointing etc. complete (including sectional pressure testing of pipes lines and cutting of pipes for making up the length but excluding the cost of trenches). all complete. as per instructions of Engineer-in-charge. All pipes should be supplied from the firm enlisted by Material Manager UP Jal Nigam Lucknow and should be proper inspection, testing, certification & marking by M/s Crown Agents India Pvt. Ltd. New Delhi.
715	100mm dia D.I. K-7 pipe
716	150 mm dia D.I. K-7 pipe
717	200 mm dia D.I. K-7 pipe
718	250 mm dia D.I. K-7 pipe
719	300 mm dia D.I. K-7 pipe
720	350 mm dia D.I. K-7 pipe
721	Excavation of earth in ordinary soil (loam, clay or sand) to give 1 mt. Cover from top of the pipe including lift upto 1.5 mt. and lead upto 50 mt. from centre of trenches and refilling of earth in 20 cm. layers with watering and raimming etc. complete.
722	Supply and carting up to site of work of the following dia C.I./D.I.butterfly/sluice valves, Class I working pressure 10kg/cm2 confirming to IS: 780/1984 or latest amendments, F.O.R. destination, and lowering them into the already prepared trenches, fixing in position and jointing them with pipeline and testing etc. complete and also including supply of jointing materials etc. including all taxes and insurance
723	Sluice Valve 100 mm dia
724	Sluice Valve 150 mm dia
725	Sluice Valve 200 mm dia
726	Sluice Valve 250 mm dia
727	Sluice Valve 300 mm dia
728	Sluice Valve 350mm dia
729	Scour Valve 80 mm dia
730	Supply of screwed down type 80mm dia air valve with gun metal seat conforming to latest/relevent I.S. specifications including all taxes and insurance, carting up to site of work and lowering them into the trenches, fixing in position and jointing them with pipelines and testing etc. complete (including supply of jointing materials etc complete) as per instructions of Engineer-in-charge.
731	Supply of underground sluice valve type fire hydrant consisting of 80mm dia sluice valve, 100mm dia tail pieces, 100mm dia duck foot bend and 80mm dia standard makes iron coupling with cap and etc. complete conforming to latest/relevent I.S. specifications including all taxes and insurance up to site of work and lowering them into the trenches, fixing in position and jointing them with pipeline and testing etc. complete (including supply of jointing materials etc complete.) as per instructions of Engineer-in-charge.
732	Construction of following type chambers as per department type design and drawing including supply of Heavy duty M.S. Manhole Cover and all materials, labour T&P etc complete for proper completion of work as per the specification laid down in the bid document
733	Sluice Valve/Scour Valve Chamber Masonary Type For Distribution Main
734	Sluice Valve/Scour Valve Chamber Surface Box Type For Distribution Main
735	Fire Hydrant Chamber For Distribution Main
736	Air Valve Chamber For Distribution Main
737	Dismantling of following type of surface including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto a distance of 50m required for proper completion of the work as per instruction of Engineer-in-charge.
738	B.O.E. Surface
739	Tiles Road
740	Bituminous Road
741	C.C. Road
742	Reinstatement of the following type of road surface with old and new mateials including supply of all materials, labour, T&P etc. required for proper completion of the work as per instruction of Engineer-in-charge.
743	Laying of B.O.E. Surface (with new bricks upto 40% quantity) as per according to PWD specification of the respective roads and proper compaction.
744	Laying of Tiles Road (with new tiles upto 40% quantity) as per according to PWD specification of the respective roads and proper compaction.
745	Laying of Bituminous road providing Grannlar Sub-base, WBm, Dense Bituminous macadam and Bituminous Concrete course in desired thickness along with primer, tack coat and seal coat (Thickness may be taken according to PWD specifications of the respective roads) and proper compaction
746	Laying of C.C. Road with concrete of 1:2:4 (1 Cement: 2 Coarse Sand: 20 mm Stone Aggregate) 10 cm thickness may be taken according to PWD specification of the respective roads with 7.5 cm thickness base concrete 1:4:8 (1 Cement: 4 Coarse Sand: 40 mm Brick ballst) and proper compaction
747	Provision of crossing of Nalas & culvert (Square drain) complete i.e. total material (including supply of all materials including FOR Destinaion inclusive of all taxes and duties third party inspection charge, transit insurance, freight, loading, unloading and stacking in departmental store etc. complete) & labour cost per metre as per type design & as per instruction of Engineer-in- charge.
748	Provision of crossing of Nalas & culvert (above 3.5) complete i.e. total material (including supply of all materials including FOR Destinaion inclusive of all taxes and duties third party inspection charge, transit insurance, freight, loading, unloading and stacking in departmental store etc. complete) & labour cost per metre as per type design & as per instruction of Engineer-in- charge.
749	Provision of crossing of Road (3.5 m) complete i.e. total material (including supply of all materials including FOR Destinaion inclusive of all taxes and duties third party inspection charge, transit insurance, freight, loading, unloading and stacking in departmental store etc. complete) & labour cost per metre as per type design & as per instruction of Engineer-in- charge.
750	Shifting of Telephone line, water line etc
751	Supply of all material like HDPE/GI pipe (Use of combination ofboth pipes as per drawing provided by Engineer-in-charge)15 mm. dia, specials & fittings such as brass ferrule, clamp, service saddle,brass bib cock,20mm FTC,MTC etc. completeas per relevant I.S. specifications for making house connection including excavation, Distmenting and Road restoration ,cutting of HDPE/GI pipe etc
752	90 to 110 mm Pipe line
753	125 to 160 mm Pipe line
754	180 to 250 mm Pipe line
755	300 to 350 mm Pipe line
756	Construction Of Over Head Tank -\"Supply of all materials labour,construction offollowing size RCC OHTs , T&P etc. complete and construction of raft stagingBottom dome,bottom ring beam,vertical wall, top dome and staircase of 1000 KL R.C.C. (conforming to latest/relevant I.S. 3370 Part I to Part IV Specifications) Over Hand Tank. Capacity and 25 Meter Staging Above Made up level with main components, including cost of soil testing and considering beaing capacity of soil as 8MT/Sqm. All the components of OHT Cast in conforming to latest/relevant I.S. 3370 Part I to PART IV Specifications concrete with cement, coarse sand and approved stone grit as per I.S. 11682 and I.S. 456. Minimum depth of Foundation below original ground level will be 2.5M. Seismic effects and wind load should be taken into consideration as per I.S. 1893 for earthquake resistance and I.S. 875 Part-III for wind load on structure and including 1M wide RCC staircase, 1m wide R.C.C. balcony, S.S. laddar made of 50x50x6 mm angle section and 20mm plain M.S. bars with hand rails of 20mm medium class S.S Pipes, One SS ladder inside the tank from top dome to bottom dome, R.C.C. railing with 20mm dia medium class G.I. Pipes, (in 3 rows) on both sides of stair case, supported on 50x50x6mm M.S. angle section, spaced at intervels not More than 1.5m, proper ventilator at top dome in circular shape of 1.2m dia,water level indicator fabricated with all fittings, Lightening conductor as per I.S.S.2309 or its latest amendments of latest electricity rules, consisting of proper elevation rod with 5 or more fork points as prescribed in ISS 2309-1969 and ISS 3013-1966, C.I. manhole of min 60x60cm Size with locking arrangement, supply, Fixing, Jointing of D.I.D/F pipes of approproate size with D.I.D/F specials conforming to IS 8329/2000 as vertical pipes for inlet (@24m), outlet (@20m), overflow (@24m) and washout (100mm@20m) as per latest/relevant I.S. specifications with all jointing metarials for proper completion of work,Fixing of appropriate size manually operated D/F Sluice Valve/Butter Fly Valves as per ISS 700/1969 or its latest amendments class \"\"A\"\" working pressure 10 kg/cm2, Construction of bed blocks in 1:2:4 PCC with cement, Coarse sand and approved stone grit Construction of Floor and apron at the ground level upto 100cm. beyond the outer edge of balcony of the O.H.T. with 25mm. 1:2:4 P.C.C. over 75mm., P.C.C. 1:4:8 as per deptt. specifications and included 150mm semi circular 1:2:4 PCC drain as per deptt. Specification. Construction of washout/overflow chamber and chambers for sluice/butter fly valves as per department type design and drawing, supply of 200mm dia PVC pipe as per I.S.-4985/2000 for disposal of water from overflow and washout chamber to suitable point outside the water compound,. Painting of all concrete surface with ISI marked putty (2mm thick) after applying putty, painting with two coats ISI marked weather coat paint of reputed firm like Asian, Burger (Apex, Ultima etc.) has to be made and painting of M.S. ladder, railing and vertical pipes with ISI Marked enamel paint in 3 coats.\"
757	1000 KL/25M
758	Supply of all labour, materials,T&P etc. and construct pump house (3.6 m x 3.0 m x 3.6) - cum - chloronome (1.80 m x 2.26 m x 3.00) as per departmental type design at various sites.
759	Boundary Wall (As per type design & as per instruction of Engineer-in- charge) including supply of labour material T&P etc complete
760	Supply and fixing of 3.6m X 1.50m MS gate and 1.2 m X 1.50m MS wicket gate including construction of RCC pillars of Size 1.35m X 0.23m X 0.23m with ornamental brick work 115mm Thick around RCC with constuct gate pillars 1.2m wicket gate-2 Nos, as per departmental type design and drawing and as per specifications laid down in the bid document, including supply of all material, labour, varnishing,painting ,T&P etc. required for proper completion of work, asper instructions of engineer-in-charge.
761	Earth Filling work for proper leveling of water work site, in accordance with the contour map and Grid map of existing site, including royalty, tax cost of earth material with leveling, dressing, excavation and filling of earth where necessary and also including all labour, materials, T&P etc. required for proper completion of works as per instructions of engineer-in-charge.
762	Laying of Tiles Roadas per according to PWD specification of the respective roads and proper compaction.
763	Supply of all materials labour and construction of Ground Water Recharge as per department design & drawing required for proper completion of work, asper instructions of Engineer-in-charge.
764	Construction of New Master Control Station with lab ,training centre. and office building (25x30) M (includingDestop- 2Nos, laser printer -2 Nos ,Table and Chair- 6 Nos,Split A.c-2 Nos,Laptop-1nos) as per instructionsof Engineer-in-charge.
765	E&M WORKS
766	Construction of tubewell
767	Transportation, Erection, Dismantling of Rig Machine and its T&P
768	Transportation, Erection, Dismantling of Compressor 250/350 PSI
769	Transportation, Erection, Dismantling of 2 Cusec/ 3 Cusec O.P. Unit and Yield test
770	Supply of Tubewell Assembly
771	M.S.Tubewell assembly with all required parts like plain pipe, Slotted pipe (as required upto 50% of plain pipes) rings, well cap bail plug, clamp reducer, central guide, suport structure etc. as required & as per typed design complete in all respect.
772	(Note- Axial Length of Reducer without Ring shall be measured with casing pipe)
773	300 mm dia M.S. Pipe
774	200 mm dia M.S. Plain/slotted
775	PEA-GRAVEL (As per IS:4097)
776	1.65 mm to 4.50 mm size Pea gravel of Lalkuwan quarry duly screened, washed and properly stacked at sitefor Tubewell
777	Drilling of bore by rig machine As Per IS:2800(Part I & II):
778	Drilling of bore by 600 mm dia bit GL to 55 mt. BGL.
779	Drilling of bore by 500 mm dia bit from 55 mt BGL to 100 mt. BGL.
780	Drilling of bore by 500 mm dia bit 100 m BGL to 155 m. BGL.
781	Lowering of tube well assembly With M.S. rings, Bail Plug, Reducer Including welding:
782	Lowering of 300 mm dia M.S. Housing pipe from GL to 42 m.BGL
783	Lowering of 200 mm dia M.S. Plain/slotted pipe upto 100 m. BGL
784	Lowering of 200 mm dia M.S. Plain/slotted pipe 100 m. BGL to 140 m. BGL
785	Development of tube well by 250 PSI air compressor and 3 cusec O.P. Unit to yield sand free discharge.
786	Development and testing of tube well by Air Compressor.
787	Development and testing of tube Well O.P.Unit to yield sand free Discharge.
788	Chemical and Bacteriological
789	test (Analysis of water sample)
790	Site clearance before and after construction of Tubewell.
791	Logging of borehole by departmental/approved electric logger
792	Details of new pumping plant and servo stabilizer & Scada equipment
793	SITC of Submersible pumpset having capacity 1700 LPM, 47/49 mtr Head or as per site requirement with 24 mtr Column Pipe Assembly, NRV, CIDF Bend 90°, CF A/F Tee, D/F Pipe ( 1.5 m long 2 No.s and 1 m long 1 No.), Earthing, Painting, Toolset, Power wiring of pump house internal & external, Chainpulley block and all Pumping Plant accessories with nut bolts and rubber packing etc.complete in all respect as per the direction of engineer-in-charge.
794	SITC of Soft Starter with RS485 Port-400V Class 22.5 kW, Rating or as per site requirement.complete in all respect as per the direction of engineer-in-charge.
795	Supply, Installation and Commissioning of automatic servo voltage Stabilizer-50 KVA or as per site requirement (Input Voltage 230V±450V)to Output Voltage 415V± 1% As per IS 9815-1994 complete in all respect as per the direction of engineer-in-charge.
796	XLPE Aluminium Armoured Cable 50 Sqmm 3.5 Core
797	Additional Column Pipe (3 mtr long x 2 No. = 1 set)
798	24x7 WATER SUPPLY DISTRIBUTION SYSTEM in DMA 1 & DMA 2
799	Designing, Supplying, Installing, commissioning & testing of Actuator Operated Isolation Valves, DIDF PN 1.0 rating having data communication feature with PLC SCADA and also transmit data along with controlling and monitoring of valve through M.C.S incorporated with integral Starter & gear box including DI tail pieces with EPDM fully covered wedge and epoxy coating internal and external etc complete. of followings Sizes-
800	200 mm. dia
801	Designing, Supplying, Installing, commissioning & testing of CE & UL certified Electromagnatic flow Meter with Battery and data communication though GSM Module to PLC SCADA including pressure transducers fittings to facilitate the installation in remote places as specified in the specification of employers requirements for following line sizes-
802	350 mm. dia For feeder line DMA
803	Designing, Supplying, Installing, commissioning & testing of Flow Control Valve (FCV) with latching Solenoid PLC web based controlling with data communication, Hydraulically operated self actuated flow control valve with downstream orifice having D.I. body, double chamber united actuators, coppercontrol tubing, fusion bonded epoxy coating suitable for drinking water of followings Sizes-
804	350 mm. dia For feeder line to DMA
805	Designing, Supplying, Installing, commissioning & testing of Pressure Transmitter Battery Fitted CE marked with following technical parameters and Interfacing with PLC module alongwith data communication with SCADA System including Mounting arrangement. Output 4-20 mA / HARTPower supply - 24V DC Display - 4\" LEDAccuracy - +/- 0.1 %of full scale or better Enclosure- IP 68 All arrangements Shall be in MS Fabricated Cabin/Enclosure Mounted on Ground or Wall.
806	Designing, Supplying, Installing, commissioning & testing of Battery Fitted Residual Chlorine Analyzer single parameter system ready to operate to measure free or total chlorine , Panel made of white PVC (hard foam core, 1100x350x13 mm) with mounting possibility, Pressure reducer, dosing valve for flow regulation, flow through armature, Optical flow measuring, Inlet and Outlet with 0.5\" hose connection, Temp. 0-50 C, Single parameter controller with PID Controller , 2 current outputs, 3 relay outputs and RS 485 Interface, chlorine measuring sensor for free chlorine membrane covered sensor 0.01 - 2 mg/l , low ph dependency ph 4-9 , 0-50 C, 25 mm dia, 4-20 mA, connection cable 2m., 2-wire, 2 x stripped ends, tinned along with Battery & its required accessories for power backup for continuous operation complete for all DMAs. All arrangements Shall be in MS Fabricated Cabin/Enclosure Mounted on Ground or Wall.
807	Providing ,erecting and commissioning of MS dismantling joint as per requirement and departments approved drawing and specifications, including machining and rubber ring and suitable for 16 kg/cm2 working pressure with required flanges of suitable side with nut and bolt etc. complete. The joint should have long bolts so that during normal working pressure there should be no sliding movement of sliding flanges LOF (length over flange) should not be less than 75% of dia.suitable for drinking water of followings Sizes-
808	For DMA
809	350 mm. dia For feeder line to DMA
810	200 mm. dia
811	Automatic Chlorination System compatible to SCADA system
812	scada work for TW
813	SITC of CE & UL Certifeid PLC/RTU in IP 54 enclousure suitable to communicate with GSM based modem unit with CPU and power supply with analog and digital parameter and features as specifeid for tubewell to store and transmit data on GSm backbone RTU/PLC designed with logic to transfer data at multiple stations specifeid also enabled withUPS for power backup upto 2 Hrs & automatic on/off switching arrangement.
814	GSM/GPRS based wireless communication with 4G modem for RTU/PLC capable to transfer & gather data from remote site to control station all accessoreis included with signal enhancer antenna made for pumping plant internet charges as specifeid
815	CE/UL certifeid Intelligent Smart Energy Meter
816	Moter Operated Actuater with Sluice Valves 150 mm size with inbuilt actuator panel and accessries etc complete in all respect as per the direction of engineer-in-charge.
817	CE/UL Certifeid Electromagnetic Flow Meter 150 mm size
818	Auto Phase reversal unit with inbuilt delay and enclosure control panel etc.
819	SITC of CE/UL Certifeid Hydrostatic type sub soil water level transmitter for tubewell with Auxillary bore for installtion near main tubewell (1-3 mtr near to main bore ) complete in all respect as per the direction of engineer-in-charge.
820	CE/UL certifeid Surge Protecter for control panel.
821	CE/UL certifeid Pressure Transmiter with local display
822	CE/UL Certifeid 7 hmi touch screen suitable to communication with PLC/RTU for display & control of process parameters
823	Complete cabling including power cables of all equipment.
824	Control panel with IP54 protection ,industrial grade for all equipments.separate for control (24V) and power equipment
825	Bidder shall ensure that SCADA/ IOT Web based Software for the monitoring of all assets & sensors in a DMA having remote control for automatic and 24x7 water supply with capabilities to have analytical and predictive reports through A.I, wherein clear representation of water supplied vs water consumed in presented through graphs, reports etc. Mimics generation ,data logging and retreival capabilities of historical data are inherent features, along with AMR\"s data analysis capabilities,required billing software with full development version ofrequired TAGS scadasoftware with customisation of softwarefor MCS as per requirement etc.Controlling and Monitoring of all assets will be available in each DMA as well as Full development version of required TAGS SCADA Software with coustomization of software for LCS as per spec mentioned in tachnical bid documents complete in all respect as per the direction of engineer-in-charge.
826	SCADA/AUTOMATION WORK FOR OHT
827	SITC Of CE/UL certifeid Radar Type level transmitter for OHT.
828	SITC Of controlled Sluice valve with Actuator of 350 mm dia size with positioning card,inbuilt starter for OHT
829	SITC OfCE/UL certifeid Electromagnetic Flowmeters for OHT.size 350 mm
830	LOCAL CONTROL STATION
831	Desktop/PC with i5/i7 processor for as per spec mentioned in tachnical bid documents.
832	hypo chloride solutionfor pumping stations
833	Supply and installation of multijet AMR / AMI based domestic water meter class-B (15 mm,,20mm ) with Wi-fi wireless metering. Cost includes complete setup of automatic meter reading solution. AMR module specification shall be approved by department.
834	For Bareilly, Badaun & Shahjahanpur
835	Supply and installation of multijet AMR / AMI based domestic water meter class-B (15 mm,,20mm ) with Wi-fi wireless metering. Cost includes complete setup of automatic meter reading solution. AMR module specification shall be approved by department.
836	Multijet Type, magnetically coupled, inferentialAMR water meter Battery operated for the sensor and calculator with a battery life of minimum 10 years to ensure recording at all times. Enabled with life of Meter shall be minimum 10 years to ensure recording at all times. with Must comply to IP68 Standard for indoor and outdoor operation, including fully submerged installations ,havingAccuracy of +/- 2 % or better over typical operating range and temperatures. The water meter should maintain its accuracy over its life timeThe water meter body shall be made of corrosion resistant material like brass, bronze, stainless steel or carbon steel.With Pressure Rating of > 10 bars,havingLockable Cabinet Suitable as per Meter size & site conditions.Facility for Remote CommunicationInterface should be configured with battery operated remote reading capability using point-to-point RF.Approvals & certification should be type approved and verified according to international water meter Standard OIML R49 and or ISO 4064.The meter should be EEC/MID approved.
837	For Pilibhit
838	Battery operated Domestic Electromagnetic type AMR Water Meters working on following conditions & Specifications with built in data logger and GSM/GPRS modem for transfer of data communication to M.C.S. with no measurement of air and suitable to temperature 50*C alongwith required nos. of Handheld machines with manufacturing test certificate & guarantee certificate with battery life of minimum 10 Years with GSM/ Radio Frequency / LoRa Communication technology for communication to server with PC software/meter reading software along with billing software for billing requirement complete in all respectincluding 36 months guarantee etc. complete.
839	(a) Meter should be battery operated with no moving parts, low pressure loss, dry type as per ISO4064/OIML R49 and certification as per FCRI/MID.
840	(b) Display- 9 digits LCD
841	Enclosure- Protection Class IP68()
842	(d) Pressure- PN16
843	(e) Power Supply- 3.6 Lithium Battery with minimum life of 10 Years.
844	(f) Memory Built-in and should have storage for atleast 12 months with daily/ monthly accumulated totalised Data with time and date sgould be available. It should be able to access memory of the meter through serial communication.
845	(g) End Connection-Screwed upto 40 mm.
846	(h) Installation-should be able to install in any orientation.

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Construction Of Pump House, Staff Quarter, Supply, Laying & Jointing Of Distribution System & Rising Main With Scada And Automation,Etc. At 24X7 Water Supply Scheme Fordistt.-Bareilly, Pilibhit, Shahjahnpur And Badaun., Bareilly-Uttar Pradesh

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Construction Of Pump House, Staff Quarter, Supply, Laying & Jointing Of Distribution System & Rising Main With Scada And Automation,Etc. At 24X7 Water Supply Scheme Fordistt.-Bareilly, Pilibhit, Shahjahnpur And Badaun., Bareilly-Uttar Pradesh

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