Tender For Rasra Nagar Palika Parishad Water Supply Reorganization Scheme Under Amrut 2.0 Programme Survey, Soil Investigation, Design, Supply Of All Materials, Labour, Etc Required For Construction, Completion, Testing And Commissioning Of Water Supply W, Rasra-Uttar Pradesh

TDR : 48102287

Tender Notice
BOQ

Expired

Rasra , Uttar Pradesh

Tender Brief : Tender For Rasra Nagar Palika Parishad Water Supply Reorganization Scheme Under Amrut 2.0 Programme Survey, Soil Investigation, Design, Supply Of All Materials, Labour, Etc Required For Construction, Completion, Testing And Commissioning Of Water Supply W

Document Fees
₹ 23600 /-

EMD
₹ 2707000.0 /-

Tender Value
₹ 27.07 Crore /-

Submission Date
20-03-2025

Competition Type
Indian

Bidding Type
Tender

Need a Business Loan? Apply Now !


1	STRENGTHENING AND RENOVATION WORKS FOR EXISTING OVER HEAD TANK (Zone 1)
2	Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after . The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer in-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. Note: - This item to be used for maintenance work judicially , necessary deduction for scaffolding in the existing item to be done.
3	Surface Preparation:- Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge
4	25mm average thickness
5	Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry , all complete as per direction of Engineer-In-Charge.
6	Provision of following works-Provison for the surface of structure to be treated for strengthening to be roughened properly either by raking joints or by hacking the cement concrete surface with a specially made hacking tool or other wise alternatively to make the surface rough and dust free by providing spatter key or wire brush.
7	Injection grouting in vertical surface/wall Placing and fixing nozzle by drilling machine in tank wall having minimum dia of Nozzle 15mm and provided on a regular interval not exceeding 1m including construction joints. Injection of pidicrete AM (polymer based on shrinkage high strength grout) admixed with cement through nozzles under pressure by sump @ 250 gms per bag of cement. Sealing the nozzle after grouting with Polymer product mixed with cement.
8	Repairing of spalled and lose concrete where reinforcement is exposed apply like fixit rust remover by means of brush to the reinforcement for clearing bars and steel surface then apply a bonding coat of acreylic based polymer with cement slurry in 1:1 ratio to the pre-wet cencrete by brush. Now apply the mixture of 1:1 cement, coarse sand to the prepared substrate when primer becomes tacky. of 50 mm thick M25 grade.(Taking 20% of total surface area of OHT)
9	Change of S.S. ladder inside the tank, repair of M.H. cover of top dome, change of masquoto jali with new one complete.
10	Supply and fixing of 20 mm dia G.I. pipe railling in stair case and balcony. Taking only 50% new and 50% old materials)
11	Supply and fitting of lighting conductor on top dome and making earthing with required earthing wire from top to bottom of tank as per direction of engineer in charge.
12	100 mm thick 1:4:8 plain cement concrete and 100 mm thick RCC M15 flooring with apron with 3mm floating coat of neat cement including supply of all materials, labour, T&P etc complete.
13	Painting of outer surface of OHT from Top to bottom with weather proof paint (like apex etc.) as per direction of engineer incharge.
14	RCC work with cement, coarse sand and 20mm gauge approved stone ballast in proportion of 1:1.5:3 in slabs excluding supply of reinforcement and fixing and binding the same with 0.50mm thick binding wire (to be supplied by the contractor) centering and supply of all materials, labour, T&P etc. required for proper completion of the work.
15	Mild steel or iron work in plain work such as R.C. or R.B. work (When not included, in over all rates) brought to required shape, as necessary including binding for proper completion of work including supply of steel and wastage.
16	1st class brick work in 1:4 cement and Coarse sand mortar in damaged portion of boundary wall including supply of all materials labour, T&P etc. required for proper completion of the work.
17	12mm thick plaster with cement mortar consisting cement coarse sand in ratio 1:4 work minimum thickness not to be less than 10mm on boundary wall including supply of all materials, labour T&P etc. required work.
18	Painting on boundary wall & other existing buildings with one priming coat and one coat of approved exterior paint like Apex including supply of all labour, material T&P etc. required for proper completion of work.
19	Painting on iron work in small areas with one coat priming and one coat of approved paint including supply of all materials, labour and T&P etc. required for proper completion of the work.
20	Dismantling of reinforce Cement concrete or reinforce brick work including sorthing and stacking of serviceable of disposal of unserviceable material within a distance of 50m.
21	Removal of silt and dismantle concrete debris deposited inside the container portion and its desposal, washing, disinfecting & cleaning etc. complete.
22	Supply of all material,labour, T&P etc. for fixing of additional vertical pipe for existing OHT of 15 m staging
23	Rennovation of Pump house cum chloronome (3.60X3.00M) including supply of all materials, labour and T&P for proper completion of work. (Zone 1)
24	RISING MAIN ZONE-1
25	Supply of ISI marked S&S Centrifugally Cast (Spun) Ductile Iron pipes as per IS : 8329-2000 suitable for Push on jointing by compatible rubber gasket confirming to IS: 9523 : 1980 at divisional store including all taxes
26	150 mm dia - Class K-9 PH TO OHT TW-1
27	Earthwork in excavation in pipe line with lift upto 1.5 m. and lead upto 50m. Including filling back, watering, ramming of excavated earth into trenches and disposal of sur plus earth within 50 metre with display of flags, caution boards, fencing, lighting, watching etc complete.
28	In ordinary soil
29	Carting from store (upto 8Km. or within municipal limit which is more) following sizes of D.I. pipes, specials fittings etc. to the site of work. Lowering the same into trenches and laying to true alignment and gradient including testing of pipe lines, cutting of pipes for making joints.
30	150 mm Dia
31	Supply of following size screwed down type C.I. single ball air valves.
32	50 mm dia
33	Carting from store to site of works (upto 8Km. or within municipal limit which is more) of following sizes screwed down air valve to site of work, fixing in position including boring and threading in the main etc.complete including cost of boring the water main and subsequent back filling but excluding cost of air valve.
34	50 mm dia.
35	Supply of all materials, labour T&P etc. and construction of air valve chamber complete required for proper completion of the work as per type design (with RCC cover)
36	Provision of construction of RCC thrust block of grade M-20 for water hammer at bends of pipe.
37	Supply of reinforcement including cutting bending etc complete for surface reinforcement.
38	Provision for crossing of nala, road, culvert excluding supply of C.I. tyton pipe/MS pipe and specials, but including their laying, jointing etc. complete.
39	More than 1.0M (Avrage rate more than 1 meter)
40	Less Than 1.0M (Avrage rate more than 1 meter)
41	Dismantling of following type of road surface including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto distance of 50m. and also including temporary reinstatement of road by old materials.
42	Interlocking Road
43	Permanent reinstatement of following type of road surface including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto distance of 50m. As per PWD specifications (Detail attached) deducted gst
44	Interlocking Road
45	DISTRIBUTION ZONE-1
46	Supply of following sizes HDPE Pipe PN-6: Class PE-100 for distribution system conforming to latest/ relevant I.S. 4984/1995 Specifications with all jointing materials and specials conforming to latest / relevant I.S. specifications includingF.O.R. destination and all taxes and insurance etc. with loading unloading but excluding the cost of trenches all complete as per instructions of Engineer -in - charge.
47	90 mm dia HDPE Pipe PN-6, PE:100
48	110 mm dia HDPE Pipe PN-6, PE:100
49	140 mm dia HDPE Pipe PN-6, PE:100
50	160 mm dia HDPE Pipe PN-6, PE:100
51	Supply of following sizes (D.I.) pipes for rising main/distribution system conforming to latest/relevant I.S. 8329/2000 Specifications with all jointing materials such as specials conforming to latest/relevant I.S. specifications suitable forD.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 but excluding the cost of trenches. All complete as per instructions of Engineer -in - charge.
52	200 mm dia DI Pipe K-7
53	250 mm dia DI Pipe K-7
54	300 mm dia DI Pipe K-7
55	Supplying the following dia DI butterfly /sluice valves, class I, working pressure 10 Kg/cm2 confirming to IS: 780/1969 or its latest amendments, including valve fittings & Dismantling Joints as per requirement F.O.R. destination, and lowering them into the already prepared trenches, complete and also including supply of jointing materials etc. complete .including all taxes and insurance, as per instructions of Engineer -in -charge.
56	Sluice valve
57	80 mm dia
58	100 mm dia
59	150 mm dia
60	200 mm dia
61	250 mm dia
62	Scoure valve
63	80 mm dia
64	Supply of single / double ball type air valve conforming to latest/relevent I.S. specifications including all taxes and insurance, complete (including supply of jointing materials and Valve fittings etc complete) as per instructions of Engineer.
65	50 mm
66	Supply of under ground sluice value type fire hydrant consisting of 80 mm dia sluice valve, 80mm dia tail pieces, 80mm dia duck foot bend and 80 mm 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 (including supply of jointing materials and Valve fittings etc. complete as per instructions of Engineer ‐in ‐ charge.
67	Excavation of earth in ordinary soil (loam clay or sand) for pipe line and rising main trenches including lift upto 1.50 m and lead upto 50 m and refilling watering ramming of the excavated earth into the trench and also disposal of surplus earth upto 50m from the center of the trenches including supply of all material labour T&P etc complete as per instructions of Engineer -in -charge. (OD+600)mm
68	In ordinary soil
69	Carting from store (upto 8Km. or within municipal limit which is more) following sizes of HDPE pipes, specials coupling, fittings etc.to the site of work. Lowering the same into trenches and laying to true alignment and gradient including testing of pipe lines (excluding trenching), but including cutting of pipes for making joints.
70	90 mm dia HDPE Pipe PN-6, PE:100
71	110 mm dia HDPE Pipe PN-6, PE:100
72	140 mm dia HDPE Pipe PN-6, PE:100
73	160 mm dia HDPE Pipe PN-6, PE:100
74	Carting from store (upto 8Km. or within municipal limit which is more) following sizes of D.I. pipes, specials fittings etc. to the site of work. Lowering the same into trenches and laying to true alignment and gradient including testing of pipe lines, cutting of pipes for making joints.
75	200mm dia
76	250mm dia
77	300mm dia
78	Carting of sluice valves / scour valve from store to site of works (upto 8Km. or within municipal limit which is more) of following sizes to site of work, lowering in already prepared trenches and fixing them in position ,making flange joints including supply of all materials such as bolts, nuts, rubber insertion, white lead, testing etc . complete.
79	Sluice valve
80	80 mm dia
81	100 mm dia
82	150 mm dia
83	200 mm dia
84	250 mm dia
85	Scour Valve
86	80 mm dia
87	Carting from store to site of works (upto 8Km. or within municipal limit which is more) of following sizes screwed down air valve to site of work, fixing in position including boring and threading in the main etc.complete including cost of boring the water main and subsequent back filling but excluding cost of air valve.
88	50 mm
89	Carting from store to site of works(upto 8Km. or within municipal limit which is more) of 80mm dia size flanged fire hydrant to site of work, fixing them in position for flanged joints .
90	Supply of all materials, labour, T&P etc. and construction of sluice valve/scour valve chamber as per type design.
91	Surface box type including supply and fixing of 150mm x 150 mm size surface box. (upto 125 mm dia valve)
92	Masonry type with RCC cover (more than 150 mm dia valve)
93	Supply of all materials, labour T&P etc. and construction of air valve chamber complete required for proper completion of the work as per type design (with RCC cover)
94	Supply of all materials, labour, T&P etc. and construction of fire hydrant chamber complete required for proper completion of the work as per type design (with RCC cover)
95	Design and construct Thrust Block made inR.C.C. with cement, coarse sand & 20 mm gauge stone ballast in proportion of 1:1.5:3, for pipe line, including supply of MS reinforcement wrought to required shape as necessary ,its bending, fixing & binding the same with 0.50 mm thick binding wire in position & necessary centering & shuttering including curing and supply of all materials, labour, T & P etc. required for proper completion of the work and as per specifications for RCC work as per instructions of Engineer -in -charge.
96	Providing reinforcement of Thrust block for reinforced concrete work including distribution bars, stirrups, binders etc. initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with wire at every inter-section, complete as per drawing and direction.
97	Making Nala crossing falling on alignment of pipe line including cost of D.I. pipe one no. (5.50m length) including supply of all materials, labour, T&P, etc complete required for propercompletion of work.
98	width 0.3 m to 0.5 m
99	width 0.5 m to 1.0 m
100	width 1.0 m to 1.5 m
101	width 1.5 m to 3.0 m
102	Dismantling of following type of road surface including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto distance of 50m. and also including temporary reinstatement of road by old materials.
103	Bituminous Road as per NP specs
104	Brick Road (BOE)
105	CC Road
106	Inter locking tile Road
107	Permanent reinstatement of following type of road surface including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto distance of 50m.
108	Bituminous Road as per NP specs
109	Brick Road (BOE)
110	CC Road
111	Inter locking tile Road
112	Shifting (Payment made to other department) of existing services like electric pole, telephone pole, gas pipe line, etc during the execution of work as per requirement
113	Supply all materials, labours and t&p etc and construction of R.C.C. over head tank of 1500 KL capacity and 22 m staging with main components, excluding cost of soil testing. (Zone-2)
114	Construction of Pump House- Cum-Chloronome of size 3.60 x 3.0 M x 3.0 & 1.80 x 1.20 x 3.0 M including supply of all materials, labour, T&P etc. required for proper completion of work as per departmental type design. (Zone 2)
115	Construction of 300 KL capacity Clear Water Reservoir (CWR) with pump house and chloronome of following Capacity including supply of structural drawing and design, supply of all materials, labour and T&P etc complete as per detailed design and drawing supplied by the contractor and approved by the compitent authority with construction of screen channel and fabrication and installation of screens. (ZONE-2)
116	RISING MAIN ZONE-2
117	Supply of ISI marked S&S Centrifugally Cast (Spun) Ductile Iron pipes as per IS: 8329-2000 suitable for Push on jointing by compatible rubber gasket confirming to IS : 9523 : 1980 at divisional store including all taxes
118	200 mm dia PH TO CWR
119	250 mm dia from CWR to OHT
120	Earthwork in excavation in pipe line with lift upto 1.5 m. and lead upto 50m. Including filling back, watering, ramming of excavated earth into trenches and disposal of sur plus earth within 50 metre with display of flags, caution boards, fencing, lighting, watching etc complete.
121	In ordinary soil
122	Carting from store (upto 8Km. or within municipal limit which is more) following sizes of D.I. pipes, specials fittings etc. to the site of work. Lowering the same into trenches and laying to true alignment and gradient including testing of pipe lines, cutting of pipes for making joints.
123	200 mm dia PH TO CWR
124	250 mm dia from CWR to OHT
125	Supply of following size screwed down type C.I. single ball air valves.
126	50 mm dia
127	Carting from store to site of works (upto 8Km. or within municipal limit which is more) of following sizes screwed down air valve to site of work, fixing in position including boring and threading in the main etc.complete including cost of boring the water main and subsequent back filling but excluding cost of air valve.
128	50 mm dia.
129	Supply of all materials, labour T&P etc. and construction of air valve chamber complete required for proper completion of the work as per type design (with RCC cover)
130	Provision of construction of RCC thrust block of grade M-20 for water hammer at bends of pipe.
131	Supply of reinforcement including cutting bending etc complete for surface reinforcement.
132	Provision for crossing of nala, road, culvert excluding supply of C.I. tyton pipe/MS pipe and specials, but including their laying, jointing etc. complete.
133	More than 1.0M (Avrage rate more than 1 meter)
134	Less Than 1.0M (Avrage rate more than 1 meter)
135	Dismantling of following type of road surface including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto distance of 50m. and also including temporary reinstatement of road by old materials.
136	Interlocking Road
137	Permanent reinstatement of following type of road surface including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto distance of 50m. As per PWD specifications
138	Interlocking Road
139	DISTRIBUTION ZONE-2
140	Supply of following sizes HDPE Pipe PN-6: Class PE-100 for distribution system conforming to latest/ relevant I.S. 4984/1995 Specifications with all jointing materials and specials conforming to latest / relevant I.S. specifications includingF.O.R. destination and all taxes and insurance etc. with loading unloading but excluding the cost of trenches all complete as per instructions of Engineer -in - charge.
141	90 mm dia HDPE Pipe PN-6, PE:100
142	110 mm dia HDPE Pipe PN-6, PE:100
143	140 mm dia HDPE Pipe PN-6, PE:100
144	160 mm dia HDPE Pipe PN-6, PE:100
145	Supply of following sizes (D.I.) pipes for rising main/distribution system conforming to latest/relevant I.S. 8329/2000 Specifications with all jointing materials such as specials conforming to latest/relevant I.S. specifications suitable forD.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 but excluding the cost of trenches. All complete as per instructions of Engineer -in - charge.
146	200 mm dia DI Pipe K-7
147	250 mm dia DI Pipe K-7
148	300 mm dia DI Pipe K-7
149	350 mm dia DI Pipe K-7
150	450 mm dia DI Pipe K-7
151	Supplying the following dia DI butterfly /sluice valves, class I, working pressure 10 Kg/cm2 confirming to IS: 780/1969 or its latest amendments, including valve fittings & Dismantling Joints as per requirement F.O.R. destination, and lowering them into the already prepared trenches, complete and also including supply of jointing materials etc. complete .including all taxes and insurance, as per instructions of Engineer -in -charge.
152	Sluice valve
153	80 mm dia
154	100 mm dia
155	150 mm dia
156	200 mm dia
157	250 mm dia
158	300 mm dia
159	Scoure valve
160	80 mm dia
161	Supply of single / double ball type air valve conforming to latest/relevent I.S. specifications including all taxes and insurance, complete (including supply of jointing materials and Valve fittings etc complete) as per instructions of Engineer.
162	50 mm
163	Supply of under ground sluice value type fire hydrant consisting of 80 mm dia sluice valve, 80mm dia tail pieces, 80mm dia duck foot bend and 80 mm 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 (including supply of jointing materials and Valve fittings etc. complete as per instructions of Engineer ‐in ‐ charge.
164	Excavation of earth in ordinary soil (loam clay or sand) for pipe line and rising main trenches including lift upto 1.50 m and lead upto 50 m and refilling watering ramming of the excavated earth into the trench and also disposal of surplus earth upto 50m from the center of the trenches including supply of all material labour T&P etc complete as per instructions of Engineer -in -charge.
165	In ordinary soil
166	Carting from store (upto 8Km. or within municipal limit which is more) following sizes of HDPE pipes, specials coupling, fittings etc.to the site of work. Lowering the same into trenches and laying to true alignment and gradient including testing of pipe lines (excluding trenching), but including cutting of pipes for making joints.
167	90 mm dia HDPE Pipe PN-6, PE:100
168	110 mm dia HDPE Pipe PN-6, PE:100
169	140 mm dia HDPE Pipe PN-6, PE:100
170	160 mm dia HDPE Pipe PN-6, PE:100
171	Carting from store (upto 8Km. or within municipal limit which is more) following sizes of D.I. pipes, specials fittings etc. to the site of work. Lowering the same into trenches and laying to true alignment and gradient including testing of pipe lines, cutting of pipes for making joints.
172	200mm dia
173	250mm dia
174	300mm dia
175	350mm dia
176	400mm dia
177	450mm dia
178	Carting of sluice valves / scour valve from store to site of works (upto 8Km. or within municipal limit which is more) of following sizes to site of work, lowering in already prepared trenches and fixing them in position ,making flange joints including supply of all materials such as bolts, nuts, rubber insertion, white lead, testing etc . complete.
179	Sluice valve
180	80 mm dia
181	100 mm dia
182	150 mm dia
183	200 mm dia
184	250 mm dia
185	300 mm dia
186	Scour Valve
187	80 mm dia
188	Carting from store to site of works (upto 8Km. or within municipal limit which is more) of following sizes screwed down air valve to site of work, fixing in position including boring and threading in the main etc.complete including cost of boring the water main and subsequent back filling but excluding cost of air valve.
189	50 mm
190	Carting from store to site of works(upto 8Km. or within municipal limit which is more) of 80mm dia size flanged fire hydrant to site of work, fixing them in position for flanged joints .
191	Supply of all materials, labour, T&P etc. and construction of sluice valve/scour valve chamber as per type design.
192	Surface box type including supply and fixing of 150mm x 150 mm size surface box. (upto 125 mm dia valve)
193	Masonry type with RCC cover (more than 150 mm dia valve)
194	Supply of all materials, labour T&P etc. and construction of air valve chamber complete required for proper completion of the work as per type design (with RCC cover)
195	Supply of all materials, labour, T&P etc. and construction of fire hydrant chamber complete required for proper completion of the work as per type design (with RCC cover)
196	Design and construct Thrust Block made inR.C.C. with cement, coarse sand & 20 mm gauge stone ballast in proportion of 1:1.5:3, for pipe line, including supply of MS reinforcement wrought to required shape as necessary ,its bending, fixing & binding the same with 0.50 mm thick binding wire in position & necessary centering & shuttering including curing and supply of all materials, labour, T & P etc. required for proper completion of the work and as per specifications for RCC work as per instructions of Engineer -in -charge.
197	Providing reinforcement of Thrust block for reinforced concrete work including distribution bars, stirrups, binders etc. initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with wire at every inter-section, complete as per drawing and direction.
198	Making Nala crossing falling on alignment of pipe line including cost of D.I. pipe one no. (5.50m length) including supply of all materials, labour, T&P, etc complete required for proper completion of work.
199	width 0.3 m to 0.5 m
200	width 0.5 m to 1.0 m
201	width 1.0 m to 1.5 m
202	width 1.5 m to 3.0 m
203	Dismantling of following type of road surface including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto distance of 50m. and also including temporary reinstatement of road by old materials.
204	Bituminous Road as per NP specs
205	Bituminous Road as per PWD specs
206	Brick Road (BOE)
207	CC Road
208	Inter locking tile Road
209	Permanent reinstatement of following type of road surface including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto distance of 50m.
210	Bituminous Road as per NP specs
211	Bituminous Road as per PWD specs
212	Brick Road (BOE)
213	CC Road
214	Inter locking tile Road
215	Shifting (Payment made to other department) of existing services like electric pole, telephone pole, gas pipe line, etc during the execution of work as per requirement
216	BOUNDRY WALL AROUND WATERWORKS CAMPUS, GATE, SITE DEVELOPMENT AND APPROACH ROAD ZONE-2
217	Supply of all materials, labour T&P etc. for construction of boundary wall as per departmental type design at water works required for proper completion of work.
218	Supply and fixing of 3.60 m wide main gate &1.20 m wide wicket gate including construction of pillars as per departmental type design including supply of all materials, labour, T&P etc. required for proper completion of works.
219	Provide all meterial, labour, T&P etc. required for proper completion of work including leveling, dressing for development of water works site.
220	Filling of carted earth in water works campus.
221	Supply of all materials, labour T&P etc. andconstruct Interlocking road in water works
222	Construction of 300x300 mm size drain
223	Construction of Artificial Recharging of Ground water hrough roof top rain water of pump house, bypass chamber’s water & overflow of O.H.T. supplying of all material, pipes, grates, etc. complete in all respect.
224	Supply of all materials, labour, T&P, complete and construction of Single Room Staff quarter for pump operator, chukidar, pump attendent and other / MCS Room as per departmental type design. (Zone 2)
225	Supply all materials, labours and t&p etc and construction of R.C.C. over head tank of 1000 KL capacity and 20 m staging with main components, excluding cost of soil testing. (Zone-3)
226	Construction of Pump House- Cum- Chloronome of size 3.60 x 3.0 M x 3.0 &1.80 x 1.20 x 3.0 M including supply of all materials, labour, T&P etc. required for proper completion of work as per departmental type design. (Zone 3)
227	RISING MAIN ZONE-3
228	Supply of ISI marked S&S Centrifugally Cast (Spun) Ductile Iron pipes as per IS: 8329-2000 suitable for Push on jointing by compatible rubber gasket confirming to IS : 9523 : 1980 at divisional store including all taxes
229	200 mm dia
230	Earthwork in excavation in pipe line with lift upto 1.5 m. and lead upto 50m. Including filling back, watering, ramming of excavated earth into trenches and disposal of sur plus earth within 50 metre with display of flags, caution boards, fencing, lighting, watching etc complete.
231	In ordinary soil
232	Carting from store (upto 8Km. or within municipal limit which is more) following sizes of D.I. pipes, specials fittings etc. to the site of work. Lowering the same into trenches and laying to true alignment and gradient including testing of pipe lines, cutting of pipes for making joints.
233	200 mm Dia
234	Supply of following size screwed down type C.I. single ball air valves.
235	50 mm dia
236	Carting from store to site of works (upto 8Km. or within municipal limit which is more) of following sizes screwed down air valve to site of work, fixing in position including boring and threading in the main etc.complete including cost of boring the water main and subsequent back filling but excluding cost of air valve.
237	50 mm dia.
238	Supply of all materials, labour T&P etc. and construction of air valve chamber complete required for proper completion of the work as per type design (with RCC cover)
239	Provision of construction of RCC thrust block of grade M-20 for water hammer at bends of pipe.
240	Supply of reinforcement including cutting bending etc complete for surface reinforcement.
241	Provision for crossing of nala, road, culvert excluding supply of C.I. tyton pipe/MS pipe and specials, but including their laying, jointing etc. complete.
242	More than 1.0M (Avrage rate more than 1 meter)
243	Less Than 1.0M (Avrage rate more than 1 meter)
244	Dismantling of following type of road surface including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto distance of 50m. and also including temporary reinstatement of road by old materials.
245	Interlocking Road
246	Permanent reinstatement of following type of road surface including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto distanceof 50m. As per PWD specifications
247	Interlocking Road
248	DISTRIBUTION ZONE-3
249	Supply of following sizes HDPE Pipe PN-6: Class PE-100 for distribution system conforming to latest/ relevant I.S. 4984/1995 Specifications with all jointing materials and specials conforming to latest / relevant I.S. specifications includingF.O.R. destination and all taxes and insurance etc. with loading unloading but excluding the cost of trenches all complete as per instructions of Engineer -in - charge.
250	90 mm dia HDPE Pipe PN-6, PE:100
251	110 mm dia HDPE Pipe PN-6, PE:100
252	140 mm dia HDPE Pipe PN-6, PE:100
253	160 mm dia HDPE Pipe PN-6, PE:100
254	Supply of following sizes (D.I.) pipes for rising main/distribution system conforming to latest/relevant I.S. 8329/2000 Specifications with all jointing materials such as specials conforming to latest/relevant I.S. specifications suitable forD.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 but excluding the cost of trenches. All complete as per instructions of Engineer -in - charge.
255	200 mm dia DI Pipe K-7
256	250 mm dia DI Pipe K-7
257	300 mm dia DI Pipe K-7
258	400 mm dia DI Pipe K-7
259	Supplying the following dia DI butterfly /sluice valves, class I, working pressure 10 Kg/cm2 confirming to IS: 780/1969 or its latest amendments, including valve fittings & Dismantling Joints as per requirement F.O.R. destination, and lowering them into the already prepared trenches, complete and also including supply of jointing materials etc. complete .including all taxes and insurance, as per instructions of Engineer -in -charge.
260	Sluice valve
261	80 mm dia
262	100 mm dia
263	150 mm dia
264	200 mm dia
265	250 mm dia
266	300 mm dia
267	Scoure valve
268	80 mm dia
269	Supply of single / double ball type air valve conforming to latest/relevent I.S. specifications including all taxes and insurance, complete (including supply of jointing materials and Valve fittings etc complete) as per instructions of Engineer.
270	50 mm
271	Supply of under ground sluice value type fire hydrant consisting of 80 mm dia sluice valve, 80mm dia tail pieces, 80mm dia duck foot bend and 80 mm 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 (including supply of jointing materials and Valve fittings etc. complete as per instructions of Engineer ‐in ‐ charge.
272	Excavation of earth in ordinary soil (loam clay or sand) for pipe line and rising main trenches including lift upto 1.50 m and lead upto 50 m and refilling watering ramming of the excavated earth into the trench and also disposal of surplus earth upto 50m from the center of the trenches including supply of all material labour T&P etc complete as per instructions of Engineer -in -charge.
273	In ordinary soil
274	Carting from store (upto 8Km. or within municipal limit which is more) following sizes of HDPE pipes, specials coupling, fittings etc.to the site of work. Lowering the same into trenches and laying to true alignment and gradient including testing of pipe lines (excluding trenching), but including cutting of pipes for making joints.
275	90 mm dia HDPE Pipe PN-6, PE:100
276	110 mm dia HDPE Pipe PN-6, PE:100
277	140 mm dia HDPE Pipe PN-6, PE:100
278	160 mm dia HDPE Pipe PN-6, PE:100
279	Carting from store (upto 8Km. or within municipal limit which is more) following sizes of D.I. pipes, specials fittings etc. to the site of work. Lowering the same into trenches and laying to true alignment and gradient including testing of pipe lines, cutting of pipes for making joints.
280	200mm dia
281	250mm dia
282	300mm dia
283	400mm dia
284	Carting of sluice valves / scour valve from store to site of works (upto 8Km. or within municipal limit which is more) of following sizes to site of work, lowering in already prepared trenches and fixing them in position ,making flange joints including supply of all materials such as bolts, nuts, rubber insertion, white lead, testing etc . complete.
285	Sluice valve
286	80 mm dia
287	100 mm dia
288	150 mm dia
289	200 mm dia
290	250 mm dia
291	300 mm dia
292	Scour Valve
293	80 mm dia
294	Carting from store to site of works (upto 8Km. or within municipal limit which is more) of following sizes screwed down air valve to site of work, fixing in position including boring and threading in the main etc.complete including cost of boring the water main and subsequent back filling but excluding cost of air valve.
295	50 mm
296	Carting from store to site of works(upto 8Km. or within municipal limit which is more) of 80mm dia size flanged fire hydrant to site of work, fixing them in position for flanged joints .
297	Supply of all materials, labour, T&P etc. and construction of sluice valve/scour valve chamber as per type design.
298	Surface box type including supply and fixing of 150mm x 150 mm size surface box. (upto 125 mm dia valve)
299	Masonry type with RCC cover (more than 150 mm dia valve)
300	Supply of all materials, labour T&P etc. and construction of air valve chamber complete required for proper completion of the work as per type design (with RCC cover)
301	Supply of all materials, labour, T&P etc. and construction of fire hydrant chamber complete required for proper completion of the work as per type design (with RCC cover)
302	Design and construct Thrust Block made inR.C.C. with cement, coarse sand & 20 mm gauge stone ballast in proportion of 1:1.5:3, for pipe line, including supply of MS reinforcement wrought to required shape as necessary ,its bending, fixing & binding the same with 0.50 mm thick binding wire in position & necessary centering & shuttering including curing and supply of all materials, labour, T & P etc. required for proper completion of the work and as per specifications for RCC work as per instructions of Engineer -in -charge.
303	Providing reinforcement of Thrust block for reinforced concrete work including distribution bars, stirrups, binders etc. initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with wire at every inter-section, complete as per drawing and direction.
304	Making Nala crossing falling on alignment of pipe line including cost of D.I. pipe one no. (5.50m length) including supply of all materials, labour, T&P, etc complete required for proper completion of work.
305	width 0.3 m to 0.5 m
306	width 0.5 m to 1.0 m
307	width 1.0 m to 1.5 m
308	width 1.5 m to 3.0 m
309	Dismantling of following type of road surface including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto distance of 50m. and also including temporary reinstatement of road by old materials.
310	Bituminous Road as per NP specs
311	Brick Road (BOE)
312	CC Road
313	Inter locking tile Road
314	Permanent reinstatement of following type of road surface including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto distance of 50m.
315	Bituminous Road as per NP specs
316	Brick Road (BOE)
317	CC Road
318	Inter locking tile Road
319	Trenchless Crossing :- Survey site Investigation Planning design Drawings as per State Road manual and vetting / checked from State Road Divisional Office and taking NOC for trenchless crossing of National highway road and Railway track(crossing length 15m to 25m ) Road for of required dia Rising main 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 3.60 mtr from normal ground level up to top of casing pipe including excavation & filling of Pit Dewatering arrangement Supporting system for soil also including supply and fixing of 2 no Sluice valve ISI Mark construction of sluice valve chamber etc. all complete work including supply & fixing specials in carrier pipe over main pipe as per specification given in the bid documents including supply of all materials labour T&P etc. for proper completion of work as per instruction
320	Major road crossing (Upto Dia 350 mm) by HDD Method
321	Shifting (Payment made to other department) of existing services like electric pole, telephone pole, gas pipe line, etc during the execution of work as per requirement
322	BOUNDRY WALL AROUND WATERWORKS CAMPUS, GATE, SITE DEVELOPMENT AND APPROACH ROAD- ZONE-3
323	Supply of all materials, labour T&P etc. for construction of boundary wall as per departmental type design at water works required for proper completion of work.
324	Supply and fixing of 3.60 m wide main gate &1.20 m wide wicket gate including construction of pillars as per departmental type design including supply of all materials, labour, T&P etc. required for proper completion of works.
325	Provide all meterial, labour, T&P etc. required for proper completion of work including leveling, dressing for development of water works site.
326	Filling of carted earth in water works campus.
327	Supply of all materials, labour T&P etc. andconstruct Interlocking road in water works
328	Construction of 300x300 mm size drain
329	Construction of Artificial Recharging of Ground water hrough roof top rain water of pump house, bypass chamber’s water & overflow of O.H.T. supplying of all material, pipes, grates, etc. complete in all respect.
330	Supply of all meterials, labour, T&P, complete and construction of Single Room Staff quarter for pump operator, chukidar, pump attendent and other as per departmental type design. (Zone 3)
331	Making house connection should be done atleast 2 m inside the boundary wall with provision of tap from distribution line to outer wall of house with supply of 1 m above GL G.I. pipe (15 mm) (above ground) & average 05 mtr. HDPE Pipe (20 mm) including specials saddle Tapetc. of suitable size T&P etc. including excavation laying and jointing for proper completion of work as per instructions of Engineer
332	Shifting of house connection from exisitng pipe line to newly laid pipe line should be done on existing connection inside the boundary wall with new material provided with supply of 1 m above GL G.I. pipe (15 mm) (above ground) & average 05 mtr. HDPE Pipe (20 mm) including specials saddle Tapetc. of suitable size T&P etc. including excavation laying and jointing for proper completion of work as per instructions of Engineer.
333	E/M
334	Zone-1
335	RIG MACHINE Transportation of rig machine including Loading , unloading, Erection, Dismantling & labour etc complete in all respect .
336	AIR COMPRESSOR Transportation of 400 psi compressor including Loading , unloading, Erection, Dismantling & labour etc complete in all respect .
337	O.P. UNIT Transportation of 0.5 cusec op unit including Loading , unloading, Erection, Dismantling & labour etc complete in all respect .
338	Drilling of BORE
339	Logging of Bore
340	Drilling of 500mm dia bore from G.L. to 65m BGL.
341	Drilling of 450mm dia bore from 66m BGL to 100m BGL.
342	Drilling of 450mm dia bore from 101m BGL to 200m BGL.
343	Drilling of 450mm dia bore from 201m BGL to 300m BGL.
344	LOWERING OF TUBE WELL ASSEMBLY AND SHROUDING OF T.W. BY GRAVEL- Lowering of 200mm X 150mm tube well assembly in bore hole and shrouding of pea gravel between annular space of bore hole and T.W. assembly from G.L. to 270m BGL.
345	Lowering of 200mm dia MSERW 7.1mm thick plain pipe from GL to 60m BGL.
346	Lowering of 150mm dia MSERW plain/slotted pipe 7.1mm thick from 61m BGL to 100m BGL.
347	Lowering of 150mm dia MSERW plain/slotted pipe 7.1mm thick from 101m BGL to 200m BGL.
348	Lowering of 150mm dia MSERW plain/slotted pipe 7.1mm thick from 201m BGL to 270m BGL.
349	TUBE WELL: ASSEMBLY (As per IS 4270, IS 8110)
350	200mm dia size MSERW housing pipe 7.1mm thick including with 1 no 200 X 150mm dia M.S reducer 16mm thick, 1 no M.S. well cap 12mm thick , M.S. ring ,100X12mm thick, M.S. S/I clamp ,T.W. Support (I Section) etc comp in all respect .
351	150mm dia MSERW 7.1mm thick plain /slotted pipe including with M.S ring 100X12mm thick , 1 no M.S. bail plug , center guide etc comp in all respect.
352	PEA-GRAVEL (As per IS 4097)
353	1.60mm to 4.80mm size pea-gravel of Lalkuwan quarry duly screened, washed and proper stacking at site.
354	Development of tube well by 400 PSI air compressor
355	Development of tube well by 400 PSI air compressor
356	Development of tube well by 1 cusec O.P. Unit
357	Development of tube well by 1 cusec O.P. Unit.
358	Welding of Tube well cover by Electric welding.
359	TEST
360	Chemical and bacteriological test.
361	PUMP SET:
362	SITC of 600 LPM, 56m head 1450rpm, 15H.P. Submercible pump set , soft starter with 24 meter coloumn pipe assembly, NRV, CI D/F Bend 90°, CI A/F Tee, D/F pipe (1.5 m long 2 nos and 1.0m long 1no), Earthing, Painting, Toolset, Power wiring of pump house internal and external, Chainpully block, and all Pumping plant accessories with nut bolts and rubber packing etc. Rates of items required for SCADA Automation of pumping plant are not included in these rates.
363	SCADA Compatible Chlorination system.
364	SITC of 25 KVA voltage stabilizer .
365	Three Month Trial & Run Cost ZONE 1
366	Arsenic / Fluoride Removal Plant - Supply, Installation, Commissioning and 1 Yrs O&M of NANO Technology based Treatment Unit of desired capacity for treatment of existing TubeWell water to desirable quality as per BIS: 10500, and carrying the treated water to existing OHSR for distribution of potable water to households through the distribution network water supply schemes in District Ballia.
367	Supply and Installation of Treatment Unit of 600 LPM capacity for treatment of Iron/Arsenic and Nano Fluoride Removal Plant.
368	Supply and Installation of Treatment Unit of 600 LPM capacity for treatment ofFlouride and Nano Fluoride Removal Plant.
369	Zone - 2
370	RIG MACHINETransportation of rig machine including Loading , unloading, Erection, Dismantling & labour etc complete in all respect .
371	AIR COMPRESSOR Transportation of 400 psi compressor including Loading , unloading, Erection, Dismantling & labour etc complete in all respect .
372	O.P. UNITTransportation of 1 cusec op unit including Loading , unloading, Erection, Dismantling & labour etc complete in all respect .
373	Drilling of BORE
374	Logging of Bore
375	Drilling of 600mm dia bore from G.L. to 65m BGL.
376	Drilling of 450mm dia bore from 66m BGL to 100m BGL.
377	Drilling of 450mm dia bore from 101m BGL to 200m BGL.
378	Drilling of 450mm dia bore from 201m BGL to 300m BGL.
379	LOWERING OF TUBE WELL ASSEMBLY AND SHROUDING OF T.W. BY GRAVEL-Lowering of 300mm X 150mm tube well assembly in bore hole and shrouding of pea gravel between annular space of bore hole and T.W. assembly from G.L. to 270m BGL.
380	Lowering of 300mm dia MSERW 7.1mm thick plain pipe from GL to 60m BGL.
381	Lowering of 150mm dia MSERW plain/slotted pipe 7.1mm thick from 61m BGL to 100m BGL.
382	Lowering of 150mm dia MSERW plain/slotted pipe 7.1mm thick from 101m BGL to 200m BGL.
383	Lowering of 150mm dia MSERW plain/slotted pipe 7.1mm thick from 201m BGL to 270m BGL.
384	TUBE WELL: ASSEMBLY (As per IS 4270, IS 8110)
385	300mm dia size MSERW housing pipe 7.1mm thick including with 1 no 300 X 150mm dia M.S reducer 16mm thick, 1 no M.S. well cap 12mm thick , M.S. ring ,100X12mm thick, M.S. S/I clamp ,T.W. Support (I Section) etc comp in all respect .
386	150mm dia MSERW 7.1mm thick plain /slotted pipe including with M.S ring 100X12mm thick , 1 no M.S. bail plug , center guide etc comp in all respect.
387	PEA-GRAVEL (As per IS 4097)
388	1.60mm to 4.80mm size pea-gravel of Lalkuwan quarry duly screened, washed and proper stacking at site.
389	Development of tube well by 400 PSI air compressor
390	Development of tube well by 400 PSI air compressor.
391	Development of tube well by 1 cusec O.P. Unit
392	Development of tube well by 1 cusec O.P. Unit.
393	Welding of Tube well cover by Electric welding.
394	TEST
395	Chemical and bacteriological test.
396	PUMP SET:
397	SITC of 1200 LPM, 36m head 1450rpm, 17.50H.P. Submercible pump set,soft starter with 24 meter coloumn pipe assembly, NRV, CI D/F Bend 90°, CI A/F Tee, D/F pipe (1.5 m long 2 nos and 1.0m long 1no), Earthing, Painting, Toolset, Power wiring of pump house internal and external, Chainpully block, and all Pumping plant accessories with nut bolts and rubber packing etc. Rates of items required for SCADA Automation of pumping plant are not included in these rates.
398	SCADA Compatible Chlorination system
399	SITC of 30 KVA voltage stabilizer .
400	Three Month Trial & Run Cost ZONE-2
401	Arsenic / Fluoride Removal Plant Supply, Installation, Commissioning and 1 Yrs O&M of NANO Technology based Treatment Unit of desired capacity for treatment of existing TubeWell water to desirable quality as per BIS: 10500, and carrying the treated water to existing OHSR for distribution of potable water to households through the distribution network water supply schemes in District Ballia.
402	Supply and Installation of Treatment Unit of 1200 LPM capacity for treatment of Iron/Arsenic and Nano Fluoride Removal Plant
403	Supply and Installation of Treatment Unit of 1200 LPM capacity for treatment of Flourideand Nano Fluoride Removal Plant.
404	Zone -3
405	RIG MACHINETransportation of rig machine including Loading , unloading, Erection, Dismantling & labour etc complete in all respect .
406	AIR COMPRESSORTransportation of 400 psi compressor including Loading , unloading, Erection, Dismantling & labour etc complete in all respect .
407	O.P. UNIT Transportation of 1 cusec op unit including Loading , unloading, Erection, Dismantling & labour etc complete in all respect .
408	Drilling of BORE
409	Logging of Bore.
410	Drilling of 600mm dia bore from G.L. to 65m BGL.
411	Drilling of 450mm dia bore from 66m BGL to 100m BGL.
412	Drilling of 450mm dia bore from 101m BGL to 200m BGL.
413	Drilling of 450mm dia bore from 201m BGL to 300m BGL.
414	LOWERING OF TUBE WELL ASSEMBLY AND SHROUDING OF T.W. BY GRAVEL-Lowering of 300mm X 150mm tube well assembly in bore hole and shrouding of pea gravel between annular space of bore hole and T.W. assembly from G.L. to 270m BGL.
415	Lowering of 300mm dia MSERW 7.1mm thick plain pipe from GL to 60m BGL.
416	Lowering of 150mm dia MSERW plain/slotted pipe 7.1mm thick from 61m BGL to 100m BGL.
417	Lowering of 150mm dia MSERW plain/slotted pipe 7.1mm thick from 101m BGL to 200m BGL.
418	Lowering of 150mm dia MSERW plain/slotted pipe 7.1mm thick from 201m BGL to 270m BGL.
419	TUBE WELL: ASSEMBLY (As per IS 4270, IS 8110)
420	300mm dia size MSERW housing pipe 7.1mm thick including with 1 no 300 X 150mm dia M.S reducer 16mm thick, 1 no M.S. well cap 12mm thick , M.S. ring ,100X12mm thick, M.S. S/I clamp ,T.W. Support (I Section) etc comp in all respect .
421	150mm dia MSERW 7.1mm thick plain /slotted pipe including with M.S ring 100X12mm thick , 1 no M.S. bail plug , center guide etc comp in all respect.
422	PEA-GRAVEL (As per IS 4097)
423	1.60mm to 4.80mm size pea-gravel of Lalkuwan quarry duly screened, washed and proper stacking at site.
424	Development of tube well by 400 PSI air compressor
425	Development of tube well by 400 PSI air compressor
426	Development of tube well by 1 cusec O.P. Unit
427	Development of tube well by 1 cusec O.P. Unit.
428	Welding of Tube well cover by Electric welding.
429	TEST
430	Chemical and bacteriological test.
431	PUMP SET:
432	SITC of 1200 LPM, 36m head 1450rpm, 17.50H.P. Submercible pump set ,soft starter with 24 meter coloumn pipe assembly, NRV, CI D/F Bend 90°, CI A/F Tee, D/F pipe (1.5 m long 2 nos and 1.0m long 1no), Earthing, Painting, Toolset, Power wiring of pump house internal and external, Chainpully block, and all Pumping plant accessories with nut bolts and rubber packing etc. Rates of items required for SCADA Automation of pumping plant are not included in these rates.
433	SCADA Compatible Chlorination system.
434	SITC of 30 KVA voltage stabilizer .
435	Three Month Trial & Run Cost ZONE-2
436	Arsenic / Fluoride Removal Plant Supply, Installation, Commissioning and 1 Yrs O&M of NANO Technology based Treatment Unit of desired capacity for treatment of existing TubeWell water to desirable quality as per BIS: 10500, and carrying the treated water to existing OHSR for distribution of potable water to households through the distribution network water supply schemes in District Ballia.
437	Supply and Installation of Treatment Unit of 1200 LPM capacity for treatment of Iron/Arsenic and Nano Fluoride Removal Plant.
438	Supply and Installation of Treatment Unit of 1200 LPM capacity for treatment of Flourideand Nano Fluoride Removal Plant.
439	PUMPING PLANTS (Zone-2) CWR
440	VT Pumping Plant :- Supply of 2300 LPM, 40 mtr Head, 1450 RPM, S.S impeller & shaft Water Lubricated VT Pump set coupled with squirrel cage VHS TEFC 40 HP induction motor (Operating Voltage 415 V + 10%, 3 ph, 50 cycle) with Bowl Assembly Discharge Head, Head Shaft, Strainer and 4.5 mts Column Assembly to feed OHT (2w+1s)
441	MOTOR CONTROL PANNEL :- Supply of M.S. Fabricated Dust and Vermin Proof, Cubical Type, Floor Mounted Control Panel with suitable size capacitor bank compatible to SCADA with RS485 Port consisting as following :-INCOMING :- 1 No. M.C.C.B. motorizes & microprocessor based 200 Amp capacity.OUTGOING :- (i) 3 Nos. Outgoing Consist of SCADA Compatible Motorized M.C.C.B. microprocessor based 80 Amp Capacity, suitable to operate 40 HP induction motor with Soft starter with RS 485 Port- 400 V Class, 30 KW, Rating.(ii) 1 No. MCCB 63 Amp for Actuator(iii) 1 No. MCCB 32 Amp for lighting and fan
442	Auto Phase reversal unit / Automatic switch with inbuilt the delay & enclosure (Confirms to IEC: 60947-1 & IEC: 60947-6-1) of following rating: 200 Amp Rating
443	MAIN PIPING AND VALVES :-
444	200 mm dia Sluice Valve with Actuator (for Pump)
445	200 mm dia DI Reflux Valve (for Pump)
446	250 X 200 X 250 mm size C.I.,A/F Tee
447	200 mm M.S. D/F pipe 1 mt. long
448	250 mm M.S. D/F pipe 2 mt. long
449	250 mm M.S. D/F pipe 1.5 mt long
450	250 mm dia C.I.D/F. Bend- 90 degree
451	250 mm size M.S. blind flange
452	250 mm size Sluice Valve with Actuator (for Common Header)
453	Reflux Valve 250 mm Size (for Common Header)
454	250 x 250 x 250 mm CI Tee
455	250 mm dia Sluice Valve with Actuator (for Bye pass)
456	250 mm M.S. D/F pipe 1 mt. long (for Bye pass)
457	Nut bolt and rubber packing for jointing as per requirement.
458	Other material such as dismantling joints, reducer in larger as required at the time of installation.
459	CE/UL Certified Electromagnetic Flowmeters 250mm Size .
460	Power Wiring Supply of 16 Sqmm. 3 core copper conductor cable from Starter to Motor.
461	Installation, Testing, Commissioning of VT Pumps including required material for Proper installation.
462	Power Wiring Complete in all respect in CWR
463	Double Plate Earthing of complete pumping station (as per IER/IS) including civil works and all material, separate double earthing for each equipment shall be carried out.
464	Laying of cable tray for power cable complete in all respect.
465	3 Ton. EOT, Gantry I-section Girder, square rod with travelling trolley.
466	CE/UL Certified Pressure transmitter for each pump.
467	CE/UL Certified Surge protector for control panel.
468	Rubber mat for Electrical purpose as per IS 5424. 1 Mtr. X 2 Mtr. (12.5 mm thick).
469	CO2 type Fire extinguisher ISI mark confirming to IS 15683- 4.5 Kg.
470	Internal & External electrification of Pumping plant.
471	Tools & Sppanners Complete.
472	SCADA compatible Automatic Chlorinating system of suitable capacity
473	Installation, commissioning & testing of Automation related equipments for ZPS .
474	Trial run for 3 month period for one ZPS.
475	Water works Campus with Solar Panel LED light 35 W .
476	3 Phase AC automatic voltage stabilizer for 120 KVA .
477	Supplying, installation, testing & commissioning of indoor type floor mounted metal clad, 11 KV VCB panel with 1No. 630 Amp. incoming VCB & 2 Nos 630 Amp. outgoing VCB totally enclosed & fully interlocked, horizontal drawout, horizontal/ vertical isolation type breaker as per IS with all necessory protection and also should be compatible to SCADA operation .
478	Supply of 70 Sq.mm size XLPE cable from 11 K.V.UPPCL metering panel to H.T. incoming Panel, and H.T. panel to Transformer.
479	Supplying, installation, testing and commissioning of 160 KVA, 11/0.44 KV, 3 Phase, 50 Hz, Dyn 11, indoor ONAN type, copper wound transformer with OFF load tap changing arrangement on HV side in steps of +7.5% & -15%, LV side @ 2.5% stapping complete with all accessories i/c first filling of filtered dehydrated oil and confirming to IS 1180-2014 (Part 1 to Part 5) & as per specification complete in all respects as required at site.
480	Supply of H.T. Cable end termination joint kit.
481	Complete in all respect. Earthing system shall executed as per IS : 3043 and I.E. rules.
482	Supply of 1.1 KV grade 95 sq mm 3.5 core PVC insulated Armored Aluminum cable from Transformer to L.T. Panel.
483	Heavy Duty leak proof fire bucket as per IS 2546/1974
484	Fire bucket stand for 6 bucket
485	CO2 type Fire extinguisher ISI mark confirming to IS 15683- 4.5 Kg.
486	Rubber mat for Electrical purpose as per IS 5424. 1 Mtr. X 2 Mtr. (12.5 mm thick).
487	Light wiring of HT Room, LT Room, Metering Room & Transformer Area. Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq.mm FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) of approved make in surface / recessed ISI marked medium duty PVC conduit & it\"s accessories, round tiles,18 SWG M.S. box with earth terminal, screwless cage connectors for neutral looping in switch board & false ceiling point. 6 A switch, 3.0 mm thick phenolic laminated sheet, zinc plated / brass screws, cup washers, making connections, testing etc. as required.
488	Wiring point for HPMV/sodium vapor lamp/ power plug with 2.5 sq mm PVC insulated multi core cable in heavy gauge rigid PVC conduit concealed in wall complete with 1/18 copper wire. Earth continuity wire with 16 Amp. metal clad SPN switch/ 15 Amp. piano type switches complete in all respect.
489	Provision for supply & fixing of main suitable distribution boards with MCBs for controlling the lighting system.
490	Supply and fixing of factory wired industrial fluorescent tube fitting with reflector fabricated from CRCA sheet and finished with powder coating / vitreous enamelled complete with accessories complete including tube etc. on wall.
491	Supply and fixing of HPSV/MV 125 watt fixture with lamp and its all accessories.
492	Water works Campus with Solar Panel LED light.
493	Three Month Trial & Run Cost CWR
494	NOC for substation from safety department
495	SCADA Zone-1 ,2 & 3
496	CE & UL approved manufacturer’s RTU/ PLC in IP 65 encloser suitable to communicate with GSM based modem unit with CPU and power supply with analog and digital parameter and features as specified, one for each tubewell to store and transmit data on GSM backbone. RTU/PLC designed with logic to transfer data at multiple stations
497	G.S.M./G.P.R.S. based wireless communication with 4G Modem for RTU/ PLC Capable to transfer and gather data from remote sites to control stations, all accessories included with signal enhancer anteena made for pumping plant.
498	CE / UL certified Intelligent smart energy meter
499	Motor Operated Actuator with Sluice Valve (100mm/80mm)
500	CE / UL certified Electromagnetic flowmeter of size:100mm/80mm

Also Visit

Tenders

Uttar Pradesh Tenders

Construction Tenders

Civil Construction Tenders

Pump House Construction Tenders

Disclaimer

We takes all possible care for accurate & authentic tender information, however Users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender.

Top

Tender For Rasra Nagar Palika Parishad Water Supply Reorganization Scheme Under Amrut 2.0 Programme Survey, Soil Investigation, Design, Supply Of All Materials, Labour, Etc Required For Construction, Completion, Testing And Commissioning Of Water Supply W, Rasra-Uttar Pradesh

Disclaimer

About Us

Services

Browse Tenders

For Sales Inquiry

Tender For Rasra Nagar Palika Parishad Water Supply Reorganization Scheme Under Amrut 2.0 Programme Survey, Soil Investigation, Design, Supply Of All Materials, Labour, Etc Required For Construction, Completion, Testing And Commissioning Of Water Supply W, Rasra-Uttar Pradesh

Disclaimer

OTP Verification

About Us

Services

Browse Tenders

For Sales Inquiry

Connect With Us