Tender For Nagar Pachyat Pashadepur Re-Organization Water Supply Scheme, Raebareli, 1 Civil Work 2 Construction Of Pump House- Cum-Chloronome Of Size 3.60 X 3.0 M X 3.6 & 1.80 X 1.20 X 3.0 M Including Supply Of All Materials, Labour, T&P Etc. Require, Raebareli-Uttar Pradesh

TDR : 43626683

Tender Notice
Corrigendum Details
BOQ

Expired

Raebareli , Uttar Pradesh

Tender Brief : Corrigendum : Tender For Nagar Pachyat Pashadepur Re-Organization Water Supply Scheme, Raebareli, 1 Civil Work 2 Construction Of Pump House- Cum-Chloronome Of Size 3.60 X 3.0 M X 3.6 & 1.80 X 1.20 X 3.0 M Including Supply Of All Materials, Labour, T&P Etc. Require

Document Fees
₹ 23600 /-

EMD
₹ 1657000.0 /-

Tender Value
₹ 16.57 Crore /-

Submission Date
26-06-2024

Competition Type
Indian

Bidding Type
Tender

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Sr No	Corrigendum Date	Corrigendum	Type	New Submission Date
1	21-06-2024	Corrigendum	Date	26-06-2024

Name of Work: NAGAR PACHYAT PASHADEPUR RE-ORGANIZATIONWATER SUPPLY SCHEME, RAEBARELI

Sl. No.	Item Description
1	CIVIL WORK
2	Construction of Pump House- Cum-Chloronome of size 3.60 x 3.0 M x 3.6 & 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.
3	Excavation of earth in foundation in ordianry soil with lift upto 1.5 m & lead upto 50 m filling, watering and ramming of excavated earth into trenches or into the space between the building and sides of foundation trenches or into the plinth and disposal of surplus earth upto a distance of 50 m from the center of the foundation trenches.
4	100 mm thick concrete with 40 mm guage stone ballast, coarse sand & cement in proportion of 1:4:8 in foundation including supply of all materials labour, T&P etc required for proper completion of the work.
5	Ist class brick work in 1:4 cement,coarse sandmortar in foundation and plinth including supply of all materials, labour, T&P etc required for proper completion of the work.
6	40 mm thick damp proof coarse with 1:2 cement, approved coarse sand and 12 mm stone grit including 5% water proofing materials or in the proportion as specified by the manufactures including supply of all materials labour T&P etc required for proper completion of the work and including curing and shuttering as necessary.
7	Ist class brick work in 1:4 cement, coarse sand mortar in superstructure including supply of all materials, labour, T&P etc required for proper completion of the work.
8	R.C.C. work in with cement, coarse sand and 20 mm gauge approved stone ballast in proportion of (1:1:5:3) 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 the contractors) and including necessary centering and shuttering supply of all material, labour T&P etc required for proper completion of the work.
9	Same as item1.6 but in sunshade
10	Same as item1.6 but in beam
11	Same as item1.6 but in slabs
12	Cement concrete with 20 mm guage approved stone ballast, coarse sand and cement in the proportion 4:2:1 including supply of all materials, labour, T&P etc required for proper completion of work in bed block for lintel, hold fast etc with proper shuttering
13	Mild steel or iron work in R.C.C. work wrought to required shape as necessary including bending for proper completion of work including supply of steel & wastage etc.
14	Supply and fixing of M.S. angle iron door chaukhats of 40mmx40mmx6mm size with hold fasts including simple moulding, welding work and also supply of all materials, labour, T&P etc required for proper completion of the work as per direction of Engineer incharge.
15	Supply and fixing of the M.S. angal iron M.S. window, with grill, as per departmental drawing including supply and fitting of handle locking arrangment etc complete.
16	supply and fixing of 4mm thick glass panel of z section windows including supply of MS clip and ISI marked puttyetcrequired for proper completion of work.
17	Provide 20mm thick plaster 1:2 in cement and coarse sand over R.C.C. roof including cleaning and washing the dust or any other foreign matter including supply of all material, labour T&P etc required for proper completion of the work.
18	12 mm thick 1:4 plaster with cement, coarse sand mortar over brick work minimum thickness not be less than 10 mm including supply of all materials, labour, T&P etc required for proper completion of work.
19	Same as above item No. 1.14 but in proportion 1:4 with cement andsand mortar on ceiling.
20	20 mm thick cement plaster in dado or skirting in (1:2) consisting of cement and coarse sand laid in panels, finished with 3 mm floating cost of neat cement of 1:5 cement and marble dust including supply of all materials, labour, T&P etc required for proper completion of work.
21	25 mm thick 1:2:4 P.C.C. floor and apron with cement and coarse sand & 20 mm gauge approved stone ballast laid on panels finished with 3 mm floating coat of neat cement and 7.5 cm thick base and concrete consisting of cement andsand and stone ballast 4 cm gauge in proportion of 1:4:8 and removing any over lapping of mortar in the joints of the panels if any and giving them uniform finish including supply of all materials, labour, T&P etc required for proper completion of the work.
22	Supply and fixing 32 mm thick ISI marked waterproof ply wood door, window including supply and fixing and adjustment of hinges bolts locks, handles, springs and other fitting but excluding supply and painting of fittings.
23	Painting or varnishing of new iron or wood work with one coat of priming and two coats of approved paint & varnish includig supply of all materials, labour, T&P etc required for proper completion of the work.
24	Supply & fixing of rolled steel joists ISMB 200 mm x 100 mm size including its painting with approved paint and also paint of primer etc required for proper completion of the work.
25	20 mm wide drip coarse with cement mortar in proportion of 1:3 with cement andsand.
26	25 mm thick 1:2:4 P.C.C. Apron ( 600 mm wide) with cement and coarse sand & 20 mm guage approved stone ballast laid on panels finished with 3 mm floating coat of neat cement and 7.5 cm thick base and concrete consisting of cement and local sand and Ist class brick ballast 4 cm gauge in proportion of 1:6:12 and removing any over lapping of mortar in the joints of the panels if any and giving them uniform finish including supply of all materials, labour, T&P etc required for proper completeof the work.
27	Construction of 100 mm wide PCC drain in proportion of 1:2:4 cement, coarse sand & 12 to 20 mm stone grit over baseconcrete in proportion of 1:4:8 cement, sand & 40 mm gauge stone ballast including supply of all materials labour, T&P etc required for porper completion of work.
28	150 mm thick local sand filling under floor includingsupply of local sand ,filling watering and ramming etc. for proper completion of the work
29	Supply and fixing of rain water 110 mm dia 6kg/cm² PVC pipe with bend and clamp etc all complete.
30	Finishing wall with two coat wall putty and water proofing cement paint of approved make ISI Marked and colour three coats over one coat of white cement priming coat to give an even shade including curing and supply of all materials, labour T&P etc all complete.
31	Supply and fixing of cement jali 30 x45 cm at the floor level in the Chloronome for proper ventilation.
32	Provide 3 mm thick floating coat of neat cement over the previously made plaster e.g. By pass chamber etc.
33	Providing 150 cm long 25 mm dia P.V.C. Pipe spout with slant cutting at ends and fixing the same with rich cement and coarse sand mortar in sunshades.
34	Supply and fixing 3 mm thick glass strips in floor and aprons panels in 1:3 cement and coarse sand mortar.
35	25 x 3 mm
36	40 x 3 mm
37	Delivery of by pass chamber, excavation and laying of P.V.C. pipe 160 mm dia , including supply of pipe and labour T&P etc complete.
38	Supply and fixing of 90 degree V-notch 6mm thick M.S. Plate with sharp edged & scale etc complete as per direction of engineer - in - charge.
39	Site clearence of the site including disposal of earth / sand availaboe at site during develipment of tubewell and due to any other cause and refilling of trenches made during construction of Tubewell
40	OHT
41	Construction of OHT(1600KL/22 M Staging) inluding soil investigtion, andstructuraldesign , Supply ofall materials, labours and t&p etc. required at the site of work and construct R.C.C. over head tank above mentioned capacity and staging including the cost of construction of following appurtenant works.
42	1m wide R.C.C. balcony around the tank
43	1m wide R.C.C. stair case from ground upto the balcony ofthe tank
44	Lightening conductor as per Indian electricity rules.
45	Water level indicator as per deptt. specification
46	20 mm. G.I. pipe (mediumquality) railing with 50 x 50 x 6 mm. 1.2 m. high angle iron posts1.5 m. c/c on both sides of the stair case (pipe in 3 rows) and balcony (pipe in 3 rows)
47	50cm. wide M.S. ladder with 50x50x6 angle iron and 20 mm. rungs at 25 cm. c/c/, from balcony to the top dome of the tank and from there to the bottom dome of the tank inside it.
48	60x60 cm. M.S. manhole cover with locking device.
49	Supply, erection, fixing in position and jointing of following D.I.D/F pipes with sluice valves and specials
50	ISI marked D.I.D/F pipes, K-9 class \"A\" as per IS-1537/1960
51	Inlet- 350 mm - 30m01 nos
52	-200 mm - 30m01 nos
53	Outlet - 500 mm - 27m 01 nos
54	Over flow - 350 mm - 30m 01 nos
55	Washout - 100 mm- 27m01 nos
56	ISI marked C.I.D/F sluice valves as per IS- 780/1969
57	Outlet - as per distribution dia - 1 No.
58	Washout - 100 mm - 1 No
59	ISI marked C.I.D/F specialsas per IS 1538
60	Clamping the vertical pipes with columns by clamps of 50 x 6mm. M.S. flat 1.5m c/c/ including the cost of all jointing materials such as nut bolts and washers etc.
61	Weather proof painting on outer surfaces of R.C.C. work with ISI marked cement paint in 3 coats.
62	Painting of M.S. ladder, railing and vertical pipes with ISI marked enamel paint in 3 coats and supply and fixing of M.S. Gate including all materials etc complete
63	Floor and apron and construction of Nali around the floor at the ground level upto 15cm. beyond the entire projected area of the O.H.T. with 25mm. 1:2:4 P.C.C. over 75 mm., P.C.C. 1:4:8 as per deptt. specifications.
64	Sluice valve chambers - 2 Nos. (As per type design)
65	Testing of tank for water tightness etc. for propoer completion of the work.
66	Site. Clearance and soil investigation report along with interpretation and recommendation of safe bearing capacty of soil for construction of OHT
67	Rehabiliation of divisional office including repairing of old existing structure,fixing of new sanitary fittings & construnction of new toilet with mail and female urinal,wall panneling,supply and repairing of electrical equipements,repairing of roof ,supply and fixing of furniture and electrical equipements with all labour material T&P etc all complete (Details attached in tender documents)
68	CWR
69	Construction of Clear Water Reservoir (CWR) with staircase for cleaning CWR, epoxy coating minimum 10 microns on CWR walls, SS 304 hand railing around staircase with chequered tiles, pumphouse with water proofing treatment at roof and chloronome of following Capacity includingsupply of structural/hydraulic drawing and design,supply of all materials, labour and T&P etc complete as per detailed design and drawing supplied (duly vetted by any IIT/NIT) by the contractor and approved by the competent authority with construction of screen channel and fabrication and installation of screens properly painted (1 coat primer + 2 coats paint) as per satisfaction of Engineer in-charge .(Capacity 400 kl_Civil Works) Site. Clearance and soil investigation report along with interpretation and recommendation of safe bearing capacty of soil for construction of CWR
70	RISING MAIN
71	Supply,carting laying and jointing of ISI marked S&SCentrifugally Cast (Spun) DuctileIron pipesas per IS : 8329-2000 suitable for Push on jointing by compatible rubber gasket confirming to IS : 9523 : 1980 including Supply of all DI specials fitting tail piece , distance piece, bend etc as required site of work as per conformation to I.S. suitable for above DI pipes F.O.R. destimation and all taxes and insurance etc for proper completion of work as per direction of engineer in charge
72	250 mm dia - Class K-9 PH TO CWR
73	350 mm dia - Class K-9 CWR TO OHT
74	Earthwork in excavation in pipe linewith 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.
75	In ordinary soil
76	Supply,Carting of following sizes screwed down type C.I. single ball 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 etc complete with all respect.
77	50 mm dia
78	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)
79	Provision of construction of RCC thrust block of grade M-20 for water hammer at bends of pipe.
80	Supply of reinforcement including cutting bending etc complete for surface reinforcement.
81	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.
82	More than 3.0M
83	Less Than 3.0M
84	Dismantlingof 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.
85	Interlocking Road
86	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
87	Interlocking Tiles using old tilesonly
88	Interlocking Tiles using new tilesonly
89	Distribution system
90	Supply, carting, laying & fusion welding jointing of following sizes HDPE Pipe PN-6: Class PE-100 for distribution system conforming to latest/ relevant I.S. 4984/1995 Specifications with fusion jointing and all materials and specials conforming to latest / relevant I.S. specifications including F.O.R. destination and all taxes and insurance etc. with loading unloading and lowering the same into trench and laying to true alignment and gradient into trenchesincluding sectionaltesting of pipe/500.00 meter etc all complete as per instructions of Engineer -in - charge.
91	90 mm dia HDPE Pipe PN-6, PE:100
92	110 mm dia HDPE Pipe PN-6, PE:100
93	140 mm dia HDPE Pipe PN-6, PE:100
94	160 mm dia HDPE Pipe PN-6, PE:100
95	200mm dia HDPE Pipe PN-6, PE:100
96	Supply,carting,laying & jointingof following sizes (D.I.) pipes for rising main/distribution system lowering the same into trenches and laying to true alignment and gradient including testing of pipe,cutting of pipe etc conforming to latest/relevant I.S. 8329/2000 Specifications with all jointing materials such as all specials conforming to latest/relevant I.S. specifications 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 all respect complete as per instructions of Engineer -in - charge.
97	250 mm dia DI Pipe K-7
98	300 mm dia DI Pipe K-7
99	350 mm dia DI Pipe K-7
100	400 mm dia DI Pipe K-7
101	450 mm dia DI Pipe K-7
102	500 mm dia DI Pipe K-7
103	Supply,carting,laying & jointingof following sizes (D.I.) pipes for rising main/distribution system lowering the same into trenches and laying to true alignment and gradient including testing of pipe,cutting of pipe etc conforming to latest/relevant I.S. 8329/2000 Specifications with all jointing materials such as all specials conforming to latest/relevant I.S. specifications 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 all respect complete as per instructions of Engineer -in - charge.
104	Sluice valve
105	80 mm dia
106	100 mm dia
107	150 mm dia
108	200 mm dia
109	250 mm dia
110	300 mm dia
111	350 mm dia
112	400 mm dia
113	450 mm dia
114	500 mm dia
115	Scoure valve
116	80 mm dia
117	100 mm dia
118	Supply, carting and jointing ofsingle / double ball type air valve conforming to latest/relevent I.S. specifications including fixing in position boring and therding in main etc all complete work with all taxes and insurance,
119	50 mm
120	80 mm
121	Supply,carting 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 ,flange joint and Valve fittings etc. complete as per instructions of Engineer -in - charge
122	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
123	In ordinary soil
124	Supply of all materials, labour, T&P etc. and construction of sluice valve/scour valve chamber as per type design.
125	Surface box type including supply and fixing of 150mm x 150 mm size surface box. (upto 125 mm dia valve)
126	Masonry type with RCC cover (more than 150 mm dia valve)
127	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)
128	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)
129	Design and construct Thrust Block made in R.C.C. with cement, coarse sand & 20 mm gauge stone ballast in proportion of 1:1.5:3,forpipeline,includingsupplyofMS 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.
130	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.
131	Provision for following types of NALA/ Culvert crossing along the alignment of pipe line complete as per instructions of Engineer -in charge. ( casing of pipe is done by concreting)
132	Nala/Culvert Crossing ( width -3.5 m) upto Dia 300 mm
133	Nala/Culvert Crossing Dia above 300 mm
134	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.
135	Bituminous Road as per Nagar panchayat
136	Bituminous Road as per PWD Specifications
137	B.O.E. Road
138	C.C. Road
139	Interlocking Tiles
140	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 )
141	Bituminous Road as per Nagar panchayat
142	Bituminous Road as per PWD Specifications
143	B.O.E. Road
144	C.C. Road
145	Interlocking Tiles using old tilesonly
146	Interlocking Tiles using new tilesonly
147	Trenchless Crossing :- Survey site Investigation Planningdesign 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 of Engineer.
148	State Highway road crossing (Upto Dia 350 mm)
149	Road Crossing - Excavation in foundation of trench of proper size in soil mixed with moorum, Shingle, Kankar, soft rock, hard rock, including refilling, dressing and ramming earth or sand or bajri, ballast, including providing, supply, carting, lowering, laying and jointing of casing pipe of RCC NP-3 with appropriate size, with rubber ring joint, sand filling in gap inside RCC pipe, insertion of distribution pipe into the encasing pipe including supply of T&P, including concrete of 150 mm thick in with 40mm gauge brick ballast local sand and cement in proportion of 8:4:1, provision for barricading, labour for traffic diversion etc. Complete for proper completion of work as per instruction of Engineer.
150	100 mm dia. Pipe
151	150 mm dia. Pipe
152	200 mm dia. Pipe
153	250 mm dia. Pipe
154	300 mm dia. Pipe
155	350 mm dia. Pipe
156	400 mm dia. Pipe
157	450 mm dia. Pipe
158	500 mm dia. Pipe
159	STAFF QUARTER
160	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.
161	Excavation of earth in foundation in ordianry soil with lift upto 1.5 m & lead upto 50 m filling, watering and ramming of excavated earth into trenches or into the space between the building and sides of foundation trenches or into the plinth and disposal of surplus earth upto a distance of 50 m from the center of the foundation trenches.
162	100 mm thick concrete with 40 mm guage stone ballast, coarse sand & cement in proportion of 1:4:8 in foundation including supply of all materials labour, T&P etc required for proper completion of the work.
163	Ist class brick work in 1:4 cement,coarse sandmortar in foundation and plinth including supply of all materials, labour, T&P etc required for proper completion of the work.
164	40 mm thick damp proof coarse with 1:2 cement, approved coarse sand and 12 mm stone grit including 5% water proofing materials or in the proportion as specified by the manufactures including supply of all materials labour T&P etc required for proper completion of the work and including curing and shuttering as necessary.
165	Ist class brick work in 1:4 cement, coarse sand mortar in superstructure including supply of all materials, labour, T&P etc required for proper completion of the work.
166	Supply and fixing of M.S. angle iron door chaukhats of 40mmx40mmx6mm size including supply and fixing hinged as per direction of Engineer-in-charge.
167	Supply and fixing of the Z- section M.S. window as per departental drawing inclduing supply and fitting of handle locking arrangement etc complete.
168	Supply and fixing of approved quality Plywood Door shutters of required size of 32 mm thick I.S.I. marked waterproof including al labour, T&P steel fitting e.g. tower bolt, sliding bolt, handle etc complete but excluding painting as per direction of Engineer Incharge.
169	Supply and fixing of 4 mm thick glass panes in panel of Z-section M.S. Iron windows including supply of M.S. Clip ad I.S.I. Mark putty etc as required for proper completion of the work.
170	R.C.C. work with cement, coarse sand and 20 mm gauge stone ballast in proportion of 1:2:4 in following excluding supply of reinforcement and its bending, but including its ixing and binding the same with 0.50 mm thick binding wire and including necessary centring and shuttering supply of all materials, labour, T&P etc required for proper completion of the work.
171	R.C.C. Slab
172	R.C.C. beam
173	R.C.C. Lintel
174	R.C.C. Sunshade
175	Cement concrete with 20 mm gauge approved stone ballast, coarse sand and cement in the proportion 4:2:1 including supply of all materials, labour, T&P etc required for proper completion of work in bed block for lintel, hold fast etc with proper shuttering.
176	Mild steel or iron work in plain work such as R.C.C. work wrought to required shape as necessary inclduing bending for proper completion of the including supply of all materials, labour T&P etc required for proper completion of work of steel and wastage.
177	Filling of Local Sand in Plinth
178	tiles flooring with approved brand including 25 mm thick 1:2:4 P.C.C. floorwith cement and coarse sand & 20 mm gauge approved stone ballast and 75 cm thick base and concrete consisting of cement andsand and Ist class stone ballast 40 mm gauge in proportion of 1:4:8 and also including dado 150 mm with supply of all materials, labour, T&P etc required for proper completion of work.
179	12 mm thick 1:4 plaster with cement, coarse sand mortar over brick work minimum thickness not be less than 10 mm including supply of all materials, labour, T&P etc required for proper completion of work.
180	Same as above item no.6.16 but in proportion 1:3 with cement and sand mortar on ceilling.
181	25 mm thick 1:2:4 P.C.C. Apron ( 600 mm wide) with cement and coarse sand & 20 mm guage approved stone ballast laid on panels finished with 3 mm floating coat of neat cement and 7.5 cm thick base and concrete consisting of cement and local sand and Ist class brick ballast 4 cm gauge in proportion of 1:6:12 and removing any over lapping of mortar in the joints of the panels if any and giving them uniform finish including supply of all materials, labour, T&P etc required for proper completeof the work.
182	Construction of 100 mm wide PCC drain in proportion of 1:2:4 cement, coarse sand & 12 to 20 mm stone grit over base concrete in proportion of 1:4:8 cement , local sand & 40 mm guage brick ballast including supply of all materials labour T&P etc required for proper completion of work.
183	20 mm wide drip coarse with cement mortar in proportion of 1:3 with cement and sand.
184	20 mm thick dado plaster with cement mortar in proportion of 1:2 cement and coarse sand including supply of all materials, labour T&P etc required for proper completion of work.
185	Painting or varnishing over new iron work or new wooden work with one coat primer and two coat of approved paint or varnish including all materials labour T&P etc required for proper completion or the work.
186	Supply and fixing of rain water pipe P.V.C. 110 mm with bend and clamp etc all complete.
187	Finishing ofwalls with two coat wall putty of approved make ISI Marked and colour three coats over one coat of white cement priming coat to give an even shade including curing and supply of all materials, labour T&P etc all complete.
188	Providing 150 cm long 25 mm dia P.V.C. pipe spout with slant cutting at ends and fixing the same with rich cement and coarse sand mortar
189	Water Supply& sanitary fittings workand fixing of Indian type white glazed china clay W.C. seat of 580 mm cistern ISI approved quality and foot rests water seal trap, 10 litre PVC low level cistern, 30 mm dia pvc flush pipe, 15 mm dia G.I. inlet and overflow pipe, brass stop cock, water storage tank of capacity 500 litreetc complete. Provision for internal electrification with copper wiring in conduit, LED bulb in all points etc. exhaust point in kitchen,fan hook,water purifier point in kitchen, power point in kitchen& bed room, washing machine point at a suitable place as per direction of Engineer in charge
190	Supply and fixing of 100 mm dia S.W. pipe with base concrete 1:4:8 including cost fo all materials, labour, T&P etc for completion of work as per direction of Engineer Incharge.
191	Interlockingflooring with 10 cm gsb and sand includingsupply ofall material ,labour t&p etc required for proper completion of the work.
192	Supply of galvanised mosquito proof heavy quality iron wire gauge 1.50 mm mesh or any other size over windows including supply of shisham wood patterns 50x12 mm necessary screws all materials labour, T&P etc required for 5.40 proper completion of the work.
193	Supply and fixing in position 40 mm thick precast RCC jali of 60x30 on size required for proper completion of the work.
194	BOUNDRY WALL
195	Supply of all materials, labour T&P etc. for construction of 1.85 merter height boundary wall as per departmental type design with two coat ISI approved make wall putty and three coat ISI approved make weather proofpaint at water works required for proper completion of work.
196	Supply and fixing of 3.60 m wide and 2 meter heightmain gate with wicket gate (minimum weight 2.75 quintal)andalso fixing M.S. clamps of size 50x50x6x100 mm including construction of pillars as per departmental type design including supply of all materials, labour, T&P etc. required for proper completion of works.
197	Filling of carted earth in water works campus.
198	Supply of all materials, labour T&P etc. and construction ofInterlocking road in water works compound.
199	Construction of 300x300 mm size drain
200	Site clearance and other her unforeseen item.
201	Construction of Artificial Recharging of Ground water through 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. (Unit Estimate Attached)
202	Construction of drain for collection of water throw out the campus rate as per unit Estimate.
203	Construction of settling tank as per type design (As per unit estimate).
204	Construction of 110mm bore hole for 30 M depth and lowring PVC plain 18M and 110 mm PVC slatted -12M.Total 30M (As per Unit Estimate).
205	Construction of Semi Circular Drain 100mm/Drainage works
206	Levelling and dressing of water work compound for proper slope for harvesting and rainwater with filling of additional earth etc. all complete.
207	Construction of MCS Room 3.46x496 with electricfication work,power wiring and supplying of all material, pipes, grates, etc. complete in all respect. (Unit Estimate Attached)
208	HOUSE CONNECTION
209	Making house connection should be done upto 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)& average 5 mtr. HDPE Pipe (20 mm) including specials saddle Tap etc. of suitable size T&P etc. including excavation laying and fusion welding jointing dismentalling &reinstatement of all type ofroadsfor proper completion of work as per instructions and satisfactionof Engineer- incharge
210	E&M Works
211	CONSTRUCTION OF 4 Nos. TUBEWELLS
212	Construction of Tubewell:
213	Drilling of Borehole for Tubewell construction by RC/DC Rig Machine including transportation, erection, dismantling of Rig and assosiated T&P complete in all respect including requried all material, labour etc.
214	Transportation, Erection, Dismantling of Rig Machine
215	Drilling of 600 mm. dia bore from G.L. to 78 m
216	Drilling of 500 mm. dia bore from 79 M to 100 m
217	Drilling of 500 mm. dia. Bore from 101 M to 200 M
218	Drilling of 500 mm. dia. Bore from 201 M to 300 M
219	Drilling of 500 mm. dia. Bore from 301 M to 330 M
220	Logging of bore hole by departmental/Approved electric logger
221	Zone Testing Deleted
222	Tubewell assembly :
223	M.S. tubewell assembly with all required parts like plain, slotted pipe (as required upto 50% of plain pipes) rings, well cap, bail plug, clamp, reducer, central guide, support structure etc. as required & per typed design complete in all respect. As per IS- 4270
224	300 MMØ Housing Pipe 7.1 mm thick
225	200 MMØ Plain Pipe 7.1 mm thick
226	200 MMØ Slotted Pipe 7.1 mm thick
227	Lowering of Tube Well assembly duly welded including welding electrode and shrouding of pea Gravel complete in all respect.
228	300 mm. dia. Housing Pipe from G.L to 72 M BGL
229	200 mm. dia Plain/Slotted Pipe 73 M. BGL to 100 M BGL
230	200 mm. dia Plain/Slotted Pipe 101 M. BGL to 200 M. BGL
231	200 mm. dia Plain/Slotted Pipe 201 M. BGL to 300 M. BGL
232	Pea Gravel (lalkuan)
233	Transportation, Installation Dismantling of 600 PSI Compressor
234	Charges for Development by 600 PSI Compressor per hour
235	Transportation, Erection Dismantling of 3 Cusec OP Unit and Yield test.
236	Charges for Development of TW by 3 Cusec OP Unit
237	Chemical and Bacteriological Test of water sample from departmental/ approved Lab.
238	Watch & Ward during construction period.
239	Barricading around the pit to prevent any posible Accident
240	Pumping Plants for above tubewells
241	SITC of 1200 LPM, 37 M head (both tentative) for tubewells Pumping plant consisting of control panel having soft starter (item as mentioned below) alongwith by pass star delta Starter, capacitor bank, breakers , cable, Main Piping (150mm,7.1mm thickness) & reflux valves with 24 mtr. Column pipe, Electronic type Chlorinating plant Power wiring, earthing, painting, Tools sets, wiring of pump house (internal & External) Chain Pulley block and gauges complete in all respect with all required material etc complete in all respect with all required material T&P labour etc.
242	Spare Column Pipe 3 M Long heavy Duty
243	SITC of servo Stabilizer 25 KVA (240V-500V) or suitable capacity
244	Sluice valves with motor operated actuator of size 150 mm or suitable size for rising main & bypass line
245	CE/UL Certified electromagnetic flowmeter of size 150mmor suitable size
246	Soft starter 15 HP or suitable capacity
247	CE/UL Certified hydrostatic type sub soil watel levei transmitter for T/W
248	CE/UL Certified Pressure transmitter
249	Automation of Units of T/W
250	CE & UL Certified RTU/PLC in IP 54 enclosure suitable to communicate with GSM based modem unit with CPU & power supply with analog & digital parameters & features as specified for T/W to store and transmit data on GSM Backbone.RTU/PLC designed with logic to transfer data at multiple stations as specified in tender documents
251	GSM/GPRS based wireless communication 4G modem for RTUs/PLC capable to transfer data from remote site to CS with all accessories included with signal enhancer antenna made for pumping plant internet charges as specified in tender documents and all running expenses till DLP
252	CE/UL Certified Intelligent energy meters
253	Auto phase reversal Unit 100 Amp or suitable size
254	CE/UL Certified Surge Protector for control panel
255	CE/UL Certified 7\" HMl touch screen suitable to communicate with PLC/RTU for Local display and control of Process Parameters
256	Control panel with IP 54 protection, industrial grade for all equipments( Separate for control 24 Vand power equipments
257	Complete cabling of tubewell including all power & control cable for T/W
258	Installation,Testing and commissioning
259	3 months trial srun of SCADA
260	Trial and run of each tubewell for 3 months including chlorination and operating staff excluding electricity
261	Zonal Pumping station
262	Pumping plants of ZPS
263	Supply,installation ,testing and commissioning of VerticalTurbine water lubricated pump and appurtenant / related accessories ,etc complete.to lift 2400 LPM at 45 M head (both are tentative) etc. completewith Vertical Flange Mounted Solid Shaft Motor, 1475 RPM , LT Type of motor with arrangement suitable to operate on 415 volt, 3 Phase 50 HZ AC supply with IP Rating 55.(2W+1S)
264	M.S. fabricated Dust & Vermin proof of cubical type control panel to be operated from SCADA. For Light, fan & Spares including Ampere meter, Volt meter, frequency meter, P.F. meter capacitor, single phasing preventer, Selector switch, fuses, APFC etc. (Seperate incomer for each transformer and dg sets, seperate outgoing for each Pumpsets and 2 nos outgoing for misc use of 63 amp, 32 Amp. MCCB and 1 No. SPAREMCCB. of similar rating as outgoing of pumpset) Note- All incomers and outgoing panels for pumsets shall have Multi function meter with RS 485 port
265	VFD type starter with scada communication along with by pass star delta starter
266	Main Piping & valves including common header, reflux valves etc. complete
267	Traveling Trolley with Chain Pulley Block both electric operated
268	Provision ofSparesmotor and pump setof same duty as above to run pumping plant 24 hrs
269	Spares for switch gear
270	35 Sqmm or suitable capacity, 3 1/2 core Aluminium Conductor PV insulated PVC/XLPE Sheethed armored Cable
271	Fire extinguisher of CO2 or ABC Type with sand bucket system
272	Power Wiring & Earthing material.
273	Rubber resistance sheet.
274	CE/UL Certified Radar type level transmitter for CWR
275	CE/UL Certified Pressure transmitter
276	Sluice valves with motor operated actuator valves of size 200 mm or suitable size
277	CE/UL Certified electromagnetic flowmeter of size 250mm or suitable size
278	Erection and Painting of all equipments
279	Internal and external electrification of Pumping plant, Substation and DG Sets
280	Testing at manufacturers work and site of all above items
281	Commissioning & Trial run of pumping plant, dg sets, substation for 3 months
282	DG SETS FOR ZPS at CWR
283	Supply of silent type DG set , engine ,alternatorcapable of developing 100 KVA or suitable capacity at 415+6% ,50Hz AC at.85 P.F. lagging and self exciting coupled with suitable BHPdiesel engine through flexible coupling and mounted on common base plate complete with fuel tank inside the acousting system and inbuilt control panel 12 volt lead acide Battery with lead silencer manual control panel & AVM pads D.G. set shall be mounted in open sky resting on the foundation as per latest CPCB Norms.
284	Suitable AMF panel floor mounting type comprising of Ammeter/ Voltmeter with selector switch, power factor meter, short circuit protection of main supply, thermal over load protection, main supply voltage monitor short circuit protection relay, selector switch auto / manual/off, indicating lamps, push button start / stop / re-set etc.
285	Anti-Vibration mountings
286	Exhaust pipe, fuel line and fuel tank
287	Spare parts for D.G. set
288	Complete power wiring and earthing of D.G. set and AMF panel as per IER/PWD specification with necessary power and control cable, salt, charcoal, G.I. earth electrodes, watering pipe, C.I. earth boxes and G.I. earth strip of adequate size
289	Construction of foundation of D.G. set and AMF panel
290	Installation of D.G. set and other accessories including commissioning and testing.
291	Construction of Sub-Station at CWR
292	11 KV floor mounting, single row type H.T. panel having 1 No. incoming and 2 Nos. outgoing VCB panels(Breaker and panel should be of same OEM) complete with insulated bus bars, all necessary metering, Trivector meter and safety equipments to be operated from SCADA also
293	11 KV / 0.415 KV, 160 KVA or suitable size outdoor, step down transformers as per latest amendment of IS 1180, Level II
294	11 KV XLPE cable of 3 x 35 sqmm or suitable size Al. armoured cable
295	1.1 KV XLPE cable of 3.5 x 185 sqmm or suitable size Al. armoured cable
296	Cable Jointing Kit for HT and LT type
297	Double earthing of all sub-station equipments complete with salt, charcoal, G.I. earth electrode, C.I. earth boxes, G.I. watering pipe, G.I. earth strip of adequate capacity and labour.
298	Erection and commissioning of all sub-station equipments
299	Protection units as per technical specification
300	Testing of all equipments of sub-station at manufacturer’s works
301	Construction of foundations of Transformers and panels
302	Fencing around outdoor Transformers including pebbles in yards etc. as per relevent standards
303	NOC From Electrical safety department
304	Automation of Units ofZPS at CWR
305	CE & UL Certified RTU/PLC with redundant CPU & Power supply in IP 54 enclosure suitable to communicate with GSM based modem unit with Redundant CPU & power supply with analog & digital parameters & features as specified for intake to store and transmit data on GSM Backbone.RTU/PLC designed with logic to transfer data at multiple stations as specified in tender documents
306	GSM/GPRS based wireless communication 4G modem for RTUs/PLC capable to transfer & gather data from remote site to CS with all accessories included with signal enhancer antenna made for pumping plant internet charges as specified in tender documents and all running expenses till DLP
307	CE/UL Certified Intelligent energy meters
308	Auto phase reversal Unit 250 Amp or suitable size
309	CE/UL Certified Surge Protector for control panel
310	CE/UL Certified 7\" HMl touch screen suitable to communicate with PLC/RTU for Local display and control of Process Parameters
311	Control panel with IP 54 protection, industrial grade for all equipments( Separate for control 24 Vand power equipments
312	Complete cabling for instrumentations including all power & control cable
313	Security Survelliance IP Camera
314	Installation,Testing and commissioning
315	Trial run 3 months
316	Trial run for 3 months of ZPS including staff and other consumables excluding Electricity
317	E/M works of Units of OHT,
318	Sluice valves with motor operated actuator valves on distribution line of 500 mm or suitable size
319	Radar type level transmitter at OHT
320	Security Survelliance IP Camera
321	Electromagnetic flowmeter of suitable size at distribution line of 500mm or suitable size
322	MCS
323	CE/UL & BIS certified industrial grade LED monitor with latest configuration as per technical specification of size- 65 \"
324	Video wall media player of same OEM
325	Desktop/PC with i5/i7 configuration as per technical specification with work station control desk, operator console
326	CE/UL Certified 5 KVA UPS With battery as per tech specification
327	Full development version/Run Time version of requiared TAGS SCADA softaware with custamization of software for MCS as per specfication given
328	CE/UL certfied master control room PLCwith redundant CPU & power supply at MCS in lP54 enclouser as per spec mentioned in bidding documents
329	CE/UL certified field gateway agent for transferring data from MCS to control room
330	GSM Based wireless/broadband/ Equivalent communication system for PLC Capable to transfer/received data & gather data from remote site to MCS, All accessories included signal enhancer with antenna and all running expenses till DLP
331	CE/UL certified Firewall for network protection
332	Surge protector for ethernet communication protection
333	CE/UL Certified industrail grade ethernet switch
334	Mobile app facility system architecture (industrial internet based & viewed through mobile apps for increased local & remote visibility)
335	CANON/HP/Equivalent LASER printer 1018 or equivalent
336	Complete cabling of tubewell including all power & control cable for T/W
337	Security Survelliance IP Camera with recorder
338	Installation,Testing and commissioning with required furniture and A/C etc.
339	Trial run for 3 months

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Tender For Nagar Pachyat Pashadepur Re-Organization Water Supply Scheme, Raebareli, 1 Civil Work 2 Construction Of Pump House- Cum-Chloronome Of Size 3.60 X 3.0 M X 3.6 & 1.80 X 1.20 X 3.0 M Including Supply Of All Materials, Labour, T&P Etc. Require, Raebareli-Uttar Pradesh

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Tender For Nagar Pachyat Pashadepur Re-Organization Water Supply Scheme, Raebareli, 1 Civil Work 2 Construction Of Pump House- Cum-Chloronome Of Size 3.60 X 3.0 M X 3.6 & 1.80 X 1.20 X 3.0 M Including Supply Of All Materials, Labour, T&P Etc. Require, Raebareli-Uttar Pradesh

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