Tender For I&D Of Drains And Used Water Management System For Nagar Palika Parishad, Atrauli, District-Aligarh., Atrauli-Uttar Pradesh

TDR : 54767189

Tender Notice
BOQ

30 Days Left

Atrauli , Uttar Pradesh

Tender Brief : Tender For I&D Of Drains And Used Water Management System For Nagar Palika Parishad, Atrauli, District-Aligarh.

Document Fees
₹ 23600 /-

EMD
₹ 1500000.0 /-

Tender Value
Refer document

Submission Date
20-04-2026

Competition Type
Indian

Bidding Type
Tender

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1	Civil Work
2	STP and Co-Treatment Facility
3	Construction of Sewage Treatment Plant of 5.0 mld Capacity With 10.5 KLD Co-treatment including Pre-Treatment(Latest Independent Technology). The cost includes cost of suitable foundation, Inlet chamber, pre-Treatment units (including one stand-by unit), Primary/Secondary treatments, Disposal of treated sewage by gravity, Sludge thickening, Sludge dewatering. The STP shall be fully automatic based on PLC/SCADA with real time remote monitoring system and Online effluent monitoring system with provision for access from state level Master Control Station having state of art turbo-blowers, inlet/outlet analysers, corrossion resistant (SS-316) motorised actuator operated gates. The STP shall also have flow meters installed at inlet, outlet and bypass, Level sensors, DO/PH/BOD/TSS Monitors in reactors,Inlet and outlet and other required instrumentations including IP based CCTV cameras installed at various location during construction and O&M period. The Cost also includes DG sets & its foundation, Electric Substation & its building, Transformers, Pumps and HT/LT/Control Panels, Laboratory, Store room, Admin Building, Meter Room, Campus Development (Construction of internal road, 1.85m high Boundary Wall works), Staff Quarter as per requirement & specification, external water supply (20 KL Tank including Pumping arrangement by Tube well/ Submersible Pump arrangement), Electrification & street light & sanitation work etc. all complete for STP & Co-treatment facility with providing 01 No. Cesspool Vehicle and other required buildings including toilet for labours and staff. STP Shall be based on SBR technology or any other proven technology. The effluent quality for agriculture use (PH-6.5 TO 8.3, SS-30 mg/l, Oil&Grease-10 mg/l, BOD-10mg/l) , COD-30 mg/l, Residual chlorine-nil , TKN-10mg/l, Nitrate N-10 mg/l, F.C.-230 MPN/100 ml, Dissolved P-5 mg/l (preferable 2 mg/l). Shall be maintained as per CPHEEO manuals. Latest NGT norms for effluent discharge shall be adhered.
4	Rising Main from MPS to STP
5	Excavation for sewer pipe line in ordinary/kankar soil in trenches with lift upto 1.5m and lead upto 50m refilling of excavated earth into trenches and removal and disposal of surplus earth with in a distance of 50m from centre of the trenches.
6	In ordinary soil (0.00-1.50) For Risingmain from MPS to STP
7	In hard soil (0.00-1.50) For Risingmain from MPS to STP
8	Supply of following sizes DI pipes Class K-7 including DI & Specials such as bend reducers, collars etc. and all jointing materials, such as rubber gaskets cartage to site store, loading, unloading, insurance, taxes exercise etc.
9	250 mm dia For Risingmain from MPS to STP
10	300 mm dia For Risingmain from MPS to STP
11	Carting of following sizes of pipes and specials from store to site of works (within 8 Kms.) and lowering them into trenches and laying true to alignment including jointing, testing and cutting of pipes.
12	250 mm dia For Risingmain from MPS to STP
13	300 mm dia For Risingmain from MPS to STP
14	Supply of following sizes of CI D/F non rising GM spindle type scour valve with cap. Class-10 (working pressure 10 Kg./cm² conforming to IS:790 at site store.
15	250 mm dia For Risingmain from MPS to STP
16	300 mm dia For Risingmain from MPS to STP
17	Carting of scour valve 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.
18	250 mm dia
19	300 mm dia
20	Supply of all materials, labour, T&P etc. and construction of scour valve chamber as per type design.
21	Masonary type
22	Supply of following size double ball CI air valves with gun metal sheet.
23	50 mm dia
24	Cartage of following size double ball CI air valves with gun metal sheet.
25	50 mm dia
26	Supply of all materials, labour, T&P etc. and construct air valve chamber as per type design.
27	Construction of IPS
28	Testing of Soil bearing capacity, The Design & Drawing will be provide of Sumpwell by contractor from recognized university such as I.I.T. etc. as per direction of Engineer-In-Charge shall be based on actual safe bearing capacity of Soil found at site or 8.0 T/m2 which ever is less. Contractor shall make all arrangement at site for SBC test.
29	Provide, erect and remove casurina pole three tier barrcading using poles of 100 mm dia and 1.50 height above ground level (0.30 m BGL) fixed vertically @ 2.5 m c/c and horizontally @ 0.50 m and tied with coir rope firmly.
30	Excavation in foundation in Oridinary soil including lift as specified and lead upto 50 m filling water and ramming of excavated earth, all T&P, labour, materials etc. complete for the proper completion of the work and as per direction of engineer in charge.
31	0.00 - 1.50 M
32	1.50 - 3.00 M
33	3.00 - 4.50 M
34	4.50 - 6.00 M
35	6.00 - 7.50 M
36	7.50 - 9.00 M
37	9.00 - 10.50 M
38	Granular bedding with well graded granular material including including suupply of material, labour, T&P etc. required for the proper completion of work
39	9.00 - 10.50 M
40	Cement concrete with 20mm gauge approved stone ballast, Coarse sand and cement in proportion 4:2:1 including supply of all materials, labour T&P etc. required for proper completion of work below GL.
41	9.00 - 10.50 M for Sumpwell IPS
42	RCC work with cement, coarse sand and 20mm gauge stone ballast in proportion of 1:1½:3 (excluding cost of reinforcement and its bending) but including its fixing and binding with 0.50mm thick binding wire (to be supplied by the contractor) and necessary shuttering, supply of all materials, labour T&P etc. required for proper completion of work.
43	9.00 - 10.50 M for Sump Raft for IPS
44	RCC work with cement, coarse sand and 20mm gauge stone ballast in proportion of 1:1½:3 (excluding cost of reinforcement and its bending) but including its fixing and binding with 0.50mm thick binding wire (to be supplied by the contractor) and necessary shuttering, supply of all materials, labour T&P etc. required for proper completion of work.
45	Above GL (0.00 - 3.00 m) RCC WALL
46	0.00 - 1.50 M Wall Thickness = 0.40 M
47	1.50 - 3.00 M Wall Thickness = 0.40 M
48	0.00 - 1.50 M Wall Thickness = 0.50 M
49	1.50 - 3.00 M Wall Thickness = 0.50 M
50	6.00 - 7.50 M Wall Thickness = 0.60 M
51	7.50 - 9.00 M Wall Thickness = 0.60 M
52	9.00 - 10.50 M Wall Thickness = 0.60 M
53	Same as above but in T-Beam slab and canti lever chhajja in proportion 1:1.5:3
54	Mild steel or iron work in plain work such as in RCC work wrought to required shape as necessary including bending for proper completion of the work including supply of the steel and wastage.
55	Supply and fixing of MS Railing over cantilever and lifting platform made of 50x50x6mm MS angle vertical posts 1 M high fixed at 1.20 M interval and 3 rows of MS flat 40 x 5mm welded to the vertical posts including fixing in slab and painting etc. complete.
56	Supply and fixing of steel ladder including supply of all materials, labour and T&P etc. complete for proper completion of work.
57	Disposal of surplus earth at proper place by truck/Tractor Trolley upto STP Campus including loading, unloading etc. all complete from IPS, MPS and Drain.
58	Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
59	Apex painting over exposed part of sump well with 2 coats of approved apex paint over priming coat complete.
60	Provision for MS jali to cover the chamber
61	PUMP HOUSE FOR IPS
62	First class brick work in 1:6 cement & Local sand mortar in foundation and plinth including supply of all materials, labour, T&P etc. required for the proper completion of the work.
63	RCC work with cement, coarse sand and 20mm gauge stone ballast in proportion of 1:1½:3 (excluding cost of reinforcement and its bending) but including its fixing and binding with 0.50mm thick binding wire (to be supplied by the contractor) and necessary shuttering, supply of all materials, labour T&P etc. required for proper completion of work.
64	Mild steel or iron work in plain work such as in RCC work wrought to required shape as necessary including bending for proper completion of the work including supply of the steel and wastage.
65	12 mm thick plaster with cement and coarse sand mortar I:4 over brick work minimum thickness not to be less than 10 mm including supply of all material, labour T & P etc. required for proper completion of work.
66	Ornamental plaster on out side of Pump House.
67	FLOORING
68	Supply of all materials, labour, T&P etc. complete for construction of Kota Stone flooring in Pump House
69	40mm thick 1:2:4 PCC floor with cement, coarse sand and 20mm gauge stone ballast without base concrete.
70	Supply and fixing of I.S.M.B. 250 and M.S. grill, door including one coat of redoxide and two coats of black Japan paint including fabrication, supply and fixing of chequered plates.
71	Water proofing compound for water proofing including supply of required materials, labour, T&P etc. complete.
72	Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 50x50x6 mm, joints mitred and welded by angle iron 50x50x6 mm or 50x6 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge.
73	Supply of all materials, labour, T&P etc. for fabrication of M.S. flat grills in windows.
74	Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/ moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge.
75	Door & Window
76	Supply and placing of rubber matting.
77	Supply and fixing of exhaust fan.
78	Apex painting over exposed part of sump well with 2 coats of approved apex paint over priming coat complete
79	Enamel painting in door & windows including all materials, labour, T&P etc. complete.
80	Supply & fixing of lightening conductor including all materials, labour, T&P etc. complete.
81	Supply, fabrication, fixing of M.S. Gratings including all materials, labour, T&P etc. complete.
82	Cleaning of Site such as bush cutting, levelling of site including supply of labour, T&P etc. all complete
83	Construction of MPS
84	Testing of Soil bearing capacity, The Design & Drawing will be provide of Sumpwell by contractor from recognized university such as I.I.T. etc. as per direction of Engineer-In-Charge shall be based on actual safe bearing capacity of Soil found at site or 8.0 T/m2 which ever is less. Contractor shall make all arrangement at site for SBC test.
85	Barricading of both side of trenches with the help of Balli, Bamboo etc. in three rows upto 1m high post should be fixed at 3m etc. including all labour, materials etc. complete as per direction of Enginner in charge measurement of barricading will be only one side.
86	Excavation in foundation in Oridinary soil including lift as specified and lead upto 50 m filling water and ramming of excavated earth, all T&P, labour, materials etc. complete for the proper completion of the work and as per direction of engineer in charge.
87	0.00 - 1.50 M
88	1.50 - 3.00 M
89	3.00 - 4.50 M
90	4.50 - 6.00 M
91	6.00 - 7.50 M
92	7.50 - 9.00 M
93	9.00 - 10.50 M
94	Granular bedding with well graded granular material including including suupply of material, labour, T&P etc. required for the proper completion of work
95	9.00 - 10.50 M
96	Cement concrete with 20mm gauge approved stone ballast, Coarse sand and cement in proportion 4:2:1 including supply of all materials, labour T&P etc. required for proper completion of work below GL
97	For Sump Well
98	9.00 - 10.50 M
99	RCC work with cement, coarse sand and 20mm gauge stone ballast in proportion of 1:1½:3 (excluding cost of reinforcement and its bending) but including its fixing and binding with 0.50mm thick binding wire (to be supplied by the contractor) and necessary shuttering, supply of all materials, labour T&P etc. required for proper completion of work.
100	FOR SUMP RAFT
101	9.00 - 10.50 M
102	RCC work with cement, coarse sand and 20mm gauge stone ballast in proportion of 1:1½:3 (excluding cost of reinforcement and its bending) but including its fixing and binding with 0.50mm thick binding wire (to be supplied by the contractor) and necessary shuttering, supply of all materials, labour T&P etc. required for proper completion of work.
103	RCC WALL
104	Above GL (0.00 - 3.00 m)
105	Wall Thickness = 0.40 M
106	0.00 - 1.50 M (3.14 x 6.8 x 0.4)x1.5
107	1.50 - 3.00 M (3.14 x 6.8x0.40)x1.5
108	Wall Thickness = 0.50 M
109	0.00 - 1.50 M (3.14 x 8.5x0.50)x1.5
110	1.50 - 3.00 M (3.14 x 8.5x0.50)x1.5
111	Wall Thickness = 0.60 M
112	6.00 - 7.50 M (3.14 x 9.2x0.60)x1.5
113	7.50 - 9.00 M (3.14 x 9.2x0.60)x1.5
114	9.00 - 10.50 M (3.14 x 9.2x0.60)x1.5
115	Same as above but in T-Beam slab and canti lever chhajja in proportion 1:1.5:3
116	Mild steel or iron work in plain work such as in RCC work wrought to required shape as necessary including bending for proper completion of the work including supply of the steel and wastage.
117	Supply and fixing of MS Railing over cantilever and lifting platform made of 50x50x6mm MS angle vertical posts 1 M high fixed at 1.20 M interval and 3 rows of MS flat 40 x 5mm welded to the vertical posts including fixing in slab and painting etc. complete.
118	Supply and fixing of steel ladder including supply of all materials, labour and T&P etc. complete for proper completion of work.
119	Disposal of surplus earth from the site upto a distance of 10 Kms. including all labour, loading unloading truck charges including all materials,T&P etc. complete for proper completion of work.
120	Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
121	Apex painting over exposed part of sump well with 2 coats of approved apex paint over priming coat complete
122	Supply of all material, labour for fixing of MS jali to cover the chamber including T&P etc. complete.
123	PUMP HOUSE
124	First class brick work in 1:6 cement & Local sand mortar in foundation and plinth including supply of all materials, labour, T&P etc. required for the proper completion of the work.
125	RCC work with cement, coarse sand and 20mm gauge stone ballast in proportion of 1:1½:3 (excluding cost of reinforcement and its bending) but including its fixing and binding with 0.50mm thick binding wire (to be supplied by the contractor) and necessary shuttering, supply of all materials, labour T&P etc. required for proper completion of work.
126	Mild steel or iron work in plain work such as in RCC work wrought to required shape as necessary including bending for proper completion of the work including supply of the steel and wastage.
127	12 mm thick plaster with cement and coarse sand mortar I:4 over brick work minimum thickness not to be less than 10 mm including supply of all material, labour T & P etc. required for proper completion of work.
128	Ornamental plaster on out side of PH =ai+aii-aiv-av
129	FLOORING
130	Supply of all materials, labour, T&P etc. complete for construction of Kota Stone flooring in Pump House
131	40mm thick 1:2:4 PCC floor with cement, coarse sand and 20mm gauge stone ballast without base concrete.
132	Supply and fixing of I.S.M.B. 250 and M.S. grill, door including one coat of redoxide and two coats of black Japan paint including fabrication, supply and fixing of chequered plates.
133	Water proofing compound for water proofing including supply of required materials, labour, T&P etc. complete.
134	Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 50x50x6 mm, joints mitred and welded by angle iron 50x50x6 mm or 50x6 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge.
135	Supply of all materials, labour, T&P etc. for fabrication of M.S. flat grills in windows.
136	Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/ moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge.
137	Door&Window
138	Supply & fixing of rubber matting.
139	Supply and fixing of exhaust fan.
140	Apex painting over exposed part of sump well with 2 coats of approved apex paint over priming coat complete
141	Enamel painting in door & windows including labour and material costs.
142	Supply & fixing of lightening conductor including all materials, labour, T&P etc. complete.
143	Supply, fabrication, fixing of M.S. Gratings including all materials, labour, T&P etc. complete.
144	Cleaning of Site such as bush cutting, levelling of site including supply of labour, T&P etc. all complete
145	Tapping Arrangement at IPS
146	Provision for coffer dam and required pumping to divert nala flow during construction of Nala flow during construction Nala cross wall (weir) Including supply of all materials, labour T&P and its maintenance complete including Construction of Temporary Drain.
147	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
148	0.00 - 1.50 m
149	1.50- 3.00 m
150	1 :4:8 (1 cement : 4 coarse sand (zone-Ill) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
151	1.50-3.00
152	Cement concrete with 20mm gauge stone ballast, coarse sand and cement in proportion 4:2:1 in foundation including supply of all materials, labour T&P etc. required for proper completion of work.
153	1.50-3.00
154	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
155	In foundation
156	Steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. mild steel and medium tensile steel bars
157	Supply and fixing of single face sluice gate of following size including construction of necessary RCC column cross beams and fixing and grouting of sluice gate in position true to alignment complete 1.5 x1.00m.
158	Sluice gate
159	Construction of necessary, fixing and grouting of sluice gates.
160	Disposal of surplus earth at proper place by truck upto a distance of 8 Km. including loading, unloading etc. all complete.
161	Fabricate, supply and fix MS ladder made of MS angle 60x60x6 and 20mm round bars etc. complete.
162	Provision for construction of board crested cement, concrete, weir in main nala for diversion of flow including supply of all materials, T&P etc. for proper completion of work.
163	Dismantling of nala RCC wall to make way for inlet of nala flow into the tapping channel including necessary repairs and removal and disposal of debries upto a distance of 50m and lift upto 5.0m complete.
164	Cleaning of Site such as bush cutting, levelling of site including supply of labour, T&P etc. all complete.
165	Tapping Arrangement at MPS
166	Provision for coffer dam and required pumping to divert nala flow during construction of Nala flow during construction Nala cross wall (weir) Including supply of all materials, labour T&P and its maintenance complete including Construction of Temporary Drain.
167	Bailing out of water form the excavated trench with help of pumps as well as manually and removal of sludge, sullary from the bed of Nala as and when required including supply of pumps, mobil oil, wages of operators etc. complete for proper completion of works.
168	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
169	0.00 - 1.50 m
170	1.50- 3.00 m
171	1 :4:8 (1 cement : 4 coarse sand (zone-Ill) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
172	1.50-3.00
173	Cement concrete with 20mm gauge stone ballast, coarse sand and cement in proportion 4:2:1 in foundation including supply of all materials, labour T&P etc. required for proper completion of work.
174	1.50-3.00
175	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chhajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
176	In foundation
177	Steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. mild steel and medium tensile steel bars
178	Supply and fixing of 1.50m wide and 1.00m high manual MS screen made of 10mm wide 20mm deep flat iron with angle frame 55x55x10mm
179	Supply and fixing of single face sluice gate of following size including construction of necessary RCC column cross beams and fixing and grouting of sluice gate in position true to alignment complete 1.5 x1.00m.
180	Sluice gate
181	Construction of necessary, fixing and grouting of sluice gates.
182	Disposal of surplus earth at proper place by truck upto a distance of 10 Km. including loading, unloading etc. all complete.
183	Fabricate, supply and fix MS ladder made of MS angle 60x60x6 and 20mm round bars etc. complete.
184	Provision for construction of board crested cement, concrete, weir in main nala for diversion of flow including supply of all materials, T&P etc. for proper completion of work.
185	Dismantling of nala RCC wall to make way for inlet of nala flow into the tapping channel including necessary repairs and removal and disposal of debries upto a distance of 50m and lift upto 5.0m complete.
186	Cleaning of Site such as bush cutting, levelling of site including supply of labour, T&P etc. all complete.
187	Collection Chamber at Drain near IPS
188	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
189	1 :4:8 (1 cement : 4 coarse sand (zone-Ill) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
190	3.00-6.00 M.
191	Cement concrete with 20mm gauge stone ballast, coarse sand and cement in proportion 4:2:1 in foundation including supply of all materials, labour T&P etc. required for proper completion of work.
192	3.00-6.00 M.
193	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
194	Steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. mild steel and medium tensile steel bars
195	Cleaning of Site such as bush cutting, levelling of site including supply of labour, T&P etc. all complete.
196	Collection Chamber at Drain near MPS
197	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
198	1 :4:8 (1 cement : 4 coarse sand (zone-Ill) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
199	3.00-6.00 M.
200	Cement concrete with 20mm gauge stone ballast, coarse sand and cement in proportion 4:2:1 in foundation including supply of all materials, labour T&P etc. required for proper completion of work.
201	3.00-6.00 M.
202	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
203	Steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. mild steel and medium tensile steel bars
204	Cleaning of Site such as bush cutting, levelling of site including supply of labour, T&P etc. all complete.
205	Interceptor Sewer and Appurtenant Works
206	Provide,erect and remove casurina pole three tier barrcading using poles of 100 mm dia and 1.50 height above ground level (0.30 m BGL) fixed vertically @ 2.5 m c/c and horizontally @ 0.50 m and tied with coir rope firmly.
207	Excavation for following depth below ground level for laying of sewers, manholes, gulley pits, sumps etc. in ordinary soil including cutting of joints pits, triming, dressing, leveling, refilling of trenches in 15 cm layer. @ 70% of total Quantity
208	(A) Ordinary soil
209	A. 0.00 - 1.50 m. depth
210	B. 1.50 - 3.00 m. depth
211	C. 3.00 - 4.50 m. depth
212	D. 4.50 - 6.00 m. depth
213	(B) Same as item no 2a but excavation in soil mixed with kankar and boulders. @ 30% of total Quantity
214	A. 0.00 - 1.50 m. depth
215	B. 1.50 - 3.00 m. depth
216	C. 3.00 - 4.50 m. depth
217	D. 4.50 - 6.00 m. depth
218	Cement concrete work in bedding below G.L. at specified depth with cement, coarse sand and 20 mm guage approved stone ballast (1:2:4) including supply of all materials, labour, T&P etc. required for proper completion of work.
219	b. 3.00 - 4.50 m. depth
220	c. 4.50 - 6.00 m. depth
221	PCC work in bedding below ground level at special depth with well graded crushed rock of gravel maximum size 25 mm or PCC 1:4:8 including supply of all materials, labour, T&P etc. required for proper completion of work
222	c. 3.00 - 4.50 m. depth
223	Provide and fix close timbering in trenches for the depth from 0.00 to 3.00 m. below ground level with 50 mm. Thick country wood planks 150 mm. X 75 mm. Indian sal wood walers and 125 mm. Thick sal ballies.
224	1.50 - 3.00 m. depth
225	3.00 - 6.00 m. depth
226	Same as items N. 6 but left in Trenchess (used timbering) @ 2 %
227	1.50 - 3.00 m. depth
228	3.00 - 6.00 m. depth
229	Supply of following type RCC NP-3 pipe with SS ends with epoxy coating as per IS 458-2003 (Ammended upt ot date including all taxes (Central and local) with rubber gasket as per IS 5382/1985 or (Ammended up to date) including, transportation, labour required, transportation loading and unloading and stacking etc. (excluding cost of laying and jointing testing and commissioning) The pipe shall be ISI marked.
230	700 mm dia
231	Carting of following sizes of pipes including transportation, loading and unloading and R.C.C. non pressure pipes class NP3 Pipe socket/spigot rubber ring jointing and specials from store to the site of work lowering the same into trenches in the following depth below ground level, true to alignment, caulking the joints with necessary open yarn soaked.
232	1.50 - 3.00 m. depth
233	3.00 - 4.50 m. depth
234	Supply of all materials, labour and T&P and constructing Masonry Circular manhole with concentric cone at bottom top circular brick masonry in CM(1:4) with sulphate resistant cement with 12mm thick smooth plaster on both side in CM 1:4 with suphate resistant cement including foundation concrete 250mm thick and haunches and channels in CC 1:2:4 proportion, finishing channels in smooth rendering, providing C.I. foot steps, 1:2:4 coping and providing and fixing of approved make and quality SRRC frame as per IS-12592 and cover of 600 mm dia etc. with provision of placing and removing mild steel shoring box wherever required upto depth 4.95m and 9m respectively complete as directed by Engineer-in-charge. Following sizes as per type design and drawing.
235	1500 mm internal dia, 4.95 m deep
236	Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 10 Kms. From the site of work and including watering, dressing etc. Rate to include the cost of all materials, labours T&P etc. required for proper completion of work.
237	Disposal of surplus earth from the site upto the working site of Intercepting sewer
238	Effluent Sewer and Appurtenant Works
239	Provide,erect and remove casurina pole three tier barrcading using poles of 100 mm dia and 1.50 height above ground level (0.30 m BGL) fixed vertically @ 2.5 m c/c and horizontally @ 0.50 m and tied with coir rope firmly.
240	Excavation for following depth below ground level for laying of sewers, manholes, gulley pits, sumps etc. in ordinary soil including cutting of joints pits, triming, dressing, leveling, refilling of trenches in 15 cm layer. @ 70% of total Quantity
241	(A) Ordinary soil
242	A. 0.00 - 1.50 m. depth
243	B. 1.50 - 3.00 m. depth
244	(B) Same as item no 2a but excavation in soil mixed with kankar and boulders. @ 30% of total Quantity
245	A. 0.00 - 1.50 m. depth
246	B. 1.50 - 3.00 m. depth
247	Cement concrete work in bedding below G.L. at specified depth with cement, coarse sand and 20 mm guage approved stone ballast (1:2:4) including supply of all materials, labour, T&P etc. required for proper completion of work.
248	1.50 - 3.00 m. depth
249	PCC work in bedding below ground level at special depth with well graded crushed roack of gravel maximum size 25 mm or PCC 1:4:8
250	1.50 - 3.00 m. depth
251	Provide and fix open timbering (covering 1/3rd surface area by planks) in trenches for the depth from 0.00 to 3.00 m. below ground level consisting of 4.00 cm. thick approved country wood planks for polling boards (125 cm x 75 cm) Indian sal wood waller.
252	0.0 - 3.00 m
253	Supply of following type RCC NP-3 pipe with SS ends with epoxy coating as per IS 458-2003 (Ammended upt ot date including all taxes (Central and local) with rubber gasket as per IS 5382/1985 or (Ammended up to date) including, transportation, labour required, transportation loading and unloading and stacking etc. (excluding cost of laying and jointing testing and commissioning) The pipe shall be ISI marked.
254	For RCC Sewer Pipes NP3
255	700 mm dia
256	Carting of following sizes of pipes including transportation, loading and unloading and R.C.C. non pressure pipes class NP3 Pipe socket/spigot rubber ring jointing and specials from store to the site of work lowering the same into trenches in the following depth below ground level, true to alignment, caulking the joints with necessary open yarn soaked.
257	For RCC NP3 Pipes
258	700 mm. Dia
259	1.50 - 3.00 m. depth
260	Supply of all materials, labour and T&P and constructing Masonry Circular manhole with concentric cone at bottom top circular brick masonry in CM(1:4) with sulphate resistant cement with 12mm thick smooth plaster on both side in CM 1:4 with suphate resistant cement including foundation concrete 250mm thick and haunches and channels in CC 1:2:4 proportion, finishing channels in smooth rendering, providing C.I. foot steps, 1:2:4 coping and providing and fixing of approved make and quality SRRC frame as per IS-12592 and cover of 600 mm dia etc. with provision of placing and removing mild steel shoring box wherever required upto depth 4.95m and 9m respectively complete as directed by Engineer-in-charge. Following sizes as per type design and drawing.
261	1500 mm internal dia, 4.95 m deep
262	Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 10 Kms. From the site of work and including watering, dressing etc. Rate to include the cost of all materials, labours T&P etc. required for proper completion of work.
263	Construction of RCC drain
264	Construction of RCC drain with cover including excavation of earth in trenches, disposal of surplus earth providing and laying Plain cement concrete in 1:4:8 100mm thick with 40mm gauge stone ballast, Providing Steel reinforcement for RCC 1:1.5:3 with 20mm stone grit including cost of centering and shuttering.
265	Site Development Works
266	Supply of all materials, labour T&P etc. for construction of boundary wall as per departmental type design required for proper completion of work.
267	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.
268	Supply and Filling of carted earth including all material, labour, T&P etc. required for proper completion of work including leveling, dressing for development of STP works site .
269	Supply of all materials, labour, T&P and construct Interlocking road including base preparation with 1:4:8 PCC etc. complete.
270	Construction of 300x300 mm CC drain including supply of all materials, labour, T&P etc. complete.
271	Provision of Lighting in campus as per direction of Engineer-in-charge including all materials , labour T&P etc. complete.
272	STP Campus
273	IPS Campus
274	Provision of land scapping and aboriculture in campus as per direction of Engineer-in- charge including all materials, labour T&P etc complete.
275	Electrical & Mechanical Works:
276	S.T.P.
277	Design, Engineering , Providing, Installation, commissioning & Testing of Electrical and Mechanical works with Instrumentation Works complete related to Construction of Sewage Treatment Plant of 5.0 mld Capacity With 10.5 KLD Co-treatment including Pre-Treatment(Latest Independent Technology). The STP shall be fully automatic based on PLC/ SCADA with real time remote monitoring system and Online effluent monitoring system with provision for access from state level Master Control Station having state of art turbo-blowers, inlet/outlet analysers, corrossion resistant (SS-316) motorised actuator operated gates. The STP shall also have flow meters installed at inlet, outlet and bypass, Level sensors, DO/PH/BOD/TSS Monitors in reactors,Inlet and outlet and other required instrumentations including IP based CCTV cameras installed at various location during construction and O&M period. The Cost also includes DG sets, Electric HT Substation & Transformers and Power feeders for STP+MPS combined load, Pumps and HT/LT/Control Panels and cables etc.complete in all respect.
278	Trial &Run period of S.T.P. for 03 Months including all consumables, chlorine, diesel etc. complete in all respect. (excluding electricity charges)
279	M.P.S.
280	PumpSet:
281	Supply of submersible sewage bottom suction non clog Pumpsets having Speed 960 RPM & Bearing insulation should be compatible for VFD operation and handling raw sewage of Sp. Gr. 1.05 with Pumpset accessories such as duck foot bend,Pedestal auto coupling with Guide rail system of SS 316 submersible pump sets comprises of guide pipe, bracket, upper guide rail holder and lifting chain with D-Sackle etc complete and Material of Construction shall be-:Casing- 2% Ni-CI Impeller - Super duplex steel , Hardness 220-260 BHN.,Shaft- SS 410 with ceremic coating, Bearing- anti frictional L-10 with 60000 hours life.Operational Voltage 380±10% 3 phase AC Supply. The duties of pumpsets as follows -: (NOTE- Pump Discharge, Head & motor HP are tentative and may vary as per actual site condition at the time of execution.)
282	Duty of Each Pumpset working as module of (4 Working+2 Standby+2 Store Standby)-: Discharge- 55 LPS, Head- 18 mwc or suitable head and electric motor of suitable KW rating.
283	VFD Starter Control Panel with push button suitable for operation on 415V ±6% ,3 phase, 50 Hz, AC supply with all necessary switchgears, controlgears and protections and suitable to above KW of motor.
284	Sluice valve
285	Manually Operated CIDF Rising spindle type Sluice valve with gearbox PN 1.0 having body door, dome gland in graded cast iron, four faces and spindle nut of Bronze LTB 2 Spindle of St. Steel 410 and specifications should be as per relevant I.S. of following sizes.
286	200 mm dia
287	400 mm dia for common header
288	Cast iron pipes & specials.
289	Supply of galvanized nut- Bolt SS-304 and rubber packing material for erection.
290	Reflex Valve
291	CIDF double flanged single/multi door swing check valves PN 1.0 having body comprising inlet & outlet sheets in gradeed cast iron diaphragm fitted woth st. steel, faces,diaphragm plate and door , sub pins and specifications should be as per relevant I.S.&shall be of following sizes:
292	200 mm dia
293	400 mm dia for common header
294	CI Dismantling joints
295	200 mm dia
296	400 mm dia for common header
297	C.I. SLUICE GATES:
298	Manually operated Open Channel sluice Gate in CI with gearbox, single faces rising spindle type generally conforrming to releavant IS , having frame & door fitted with St. Steel faces M.S extension rod with coupling and Guide brackets suitable to a required distance size suitable for 600x600 mm. cutout size at the inlet & outlet of screen chamber as per site requirement. (Note : Size is tentative and may vary as per actual site conditions.)
299	Manually operated Thimble Mounted CI Sluice Gates of rising spindle type with gearbox, suitable for 600mm. dia incoming sewer as per site requirement.(Note : Size is tentative and may vary as per actual site conditions.)
300	COARSE BAR SCREEN
301	Manual S.S.316 bar coarse screen 1.00 x 0.6 meter size having spacing 20 mm , thickness 10 mm as per site requirement.(Note : Size is tentative and may vary as per actual site conditions.)
302	E.O.T. crane of 3 Tonne capacity along with gantry girders, chain pulley block and geared trolley suitable for 10 m span 15m clear lift complete in all respect for pump house.
303	Pressure Transmitter
304	CE/UL Certified Pressure Transmitter for all Pumpsets.
305	L.T. Panel Board Conforming to IEC
306	L.T. Panel Board suitable for operation on 400 V, 3 Phase 50 Hz. A.C. supply in sheet steel enclosure in cubical pattern floor mounting with following fitted on the phase of the panel with bus incomer bar Capacity with suitable Aluminium Bus Bar size and neutral of half the capacity sectionalized through a bus section. The panel shall comprise of the following.
307	02 No. incoming feeder from 01 Nos. LT Power Supply coming from Common LT PCC Panel of STP+MPS & 01 No. from D.G. Set with following details:-
308	01 nos.Micro processor based 1000A,4P,EDO, 50 KA, A.C.B. for Incomer of Main LT supply coming from common LT PCC Panel for STP+MPS with indication lamp mechanical on/off indicator.
309	01 nos.Micro processor based 400A amps or suitable rating,25 KA M.C.C.B. for D.G.Set incomer with indication lamp mechanical on/off indicator.
310	One set of current transformer of suitable ratio, One No. CT operated ammeter suitable ampere rating with ammeter , One No. Voltmeter 0-500 V with voltmeter , One No power factor meter 0.5 lag/ 1-0.5 lead , One No Surge arrestor Relay & One no. UV/OV Relay, One No frequency meter.
311	Total outgoing feeder as follows-
312	06 nos. 100A MPCB of 25KA capacity with indication lamp mechanical on/off indicator for pumps starters.
313	Ammeter with selector switch, Single phasing preventer, Sets of timer and relays for overload and underload, One Nos. 63 Amps. MCCB for lighting, One Nos. 63 Amps. MCCB as Misc. load, 02 Nos. 32 Amps. MCCB for spare, One Nos. 32 Amps. MCCB for others.
314	Level indicators with control cable from L.T. Panel to pumping plant for automatic level operation of pumping plants including moisture sensor and other protection for 06 Nos pumping plants.
315	Suitable KVAr rating of APFC suitable capacity of capacitor bank having suitable MCCB and Discharge system with all necessary APFC relays & steps, instruments & wiring etc. Complete.
316	CE/UL Certified Electromagnetic type Full-Bore Flowmeter 400 mm dia shall be suitable for bi directional flow measurement. This shall be having protection category of the sensor shall be IP68 and protection category for the transmitter shall be IP- 65. Accuracy shall be of +/- 5% of measured value without being affected by variation in the line pressure. Equipment should be complete with converter, transmitting device and should be fully programmable with digital flow indicator & integrator etc. The sensor housing and junction box should be of SS 316. complete with control cable and display with application in Sewage .
317	Power and control cables
318	1100 V grade, 3.5 core 25mm2 PVC insulated PVC sheathed Aluminium Armoured conductor cable from LT panel to juction box.(1x6x50 mtr.)
319	1100V grade, 2Rx3C x16 mm2 PVC insulated PVC sheathed submersible copper flat cable from junction box to motor. (2x6x25 mtr.)
320	Control cable 1*10C, 1.5 mm2 PVC insulated PVC sheathed copper conductor cable for moisture sensor, level sensor, Reverse protection thermistor relay etc.(100m. For each) X 6 Nos.pumps
321	Al. junction box in SS304, IP65 with instruments for pumps.
322	1100 V grade, 3.5Cx300mm2 , XLPE insulated Aluminium Armoured conductor cable from Common LT distribution panel to MPS LT Panel.
323	EARTHING
324	Complete earthing of all the equipments as detailed above shall be done as per IS/IER/PWD specification with G.I Plates, watering pipe and loop earthing with adequate size of G.I/ Al. strip etc. (PS-702) for Pumps,LT Panel & other Panel. Size of earthing plate 600mm x 600mm x6 mm with salt and coal.
325	Lighting systems:
326	Supply & erection of M.S. Tubular Poles SP-36, 9.5 M height.
327	S/F of 72 watt LED with lumen reflector.
328	Feeder pillar for lighting
329	Supply and laying of 4x16mm2 Al. armoured cable.
330	Supply and fixing of 280x170x130 mm.size sintex junction boxes on poles.
331	Supply and laying of unarmoured Al. cable 6 mm2 4-core Flat PVC insulated for connection of LED to junction boxes.
332	Internal electrification with fixtures.
333	S/F 1200 mm ceiling Fan for LT Room
334	S/F of exhaust Fan for LT Room.& Other rooms.
335	Earthing of street light pole (SOR-41)
336	Painting of street light (P5-634)
337	Supply and installation of DCP type of 5 Kg. Fire existinguisher(PS-1132)
338	12 mm thick rubber mating for safe working on.
339	Tools and Spanners:
340	Hydrulic crimping tools- Crimping range: 16-300 sq.mm.,Weight: 6 Kg. ,Length: 500mm
341	Mannual crimping tools- Crimping range: 400 sq.mm.
342	Tong tester (AC/DC-1000A) , Multimeter (AC/DC-1000A), Megger (AC/DC-500V), Screwdriver (6\\"x 12\\"), Plier (250mm)
343	Chain wrench (12\\"x18\\"), Pipe wrench (1200mm)
344	Installation of above equipments with all required materials & fittings with labour.
345	Testing of all above E/M Items at O.E.M. Place.
346	Commissioning of all above E/M Items
347	Chequered plate of required size so as to cover all trenches.
348	D.G. Set
349	Supply of 160 KVA silent type DG set rated capacity at 415 V +/- 6% 50 Hz A.C. Supply of 0.8 P.F lag. Self exciting alternator coupled with 1500 RPM diesel engine of suitable BHP and AC brushless SPDP alternator mounted on a common base frame and coupled through flexible coupling or closed coupled. Alternator shall be self regulated with over voltage, over speed and under voltage standard protection. Engines shall have silencer upto 10 mtr. exhaust piping, electronic/mechanical governor, manual and electric start, batteries, fueled tank with stand and piping, control panel (16G) wirh MCCB (4P, 25 KA) Ammeter, voltmeter, frequency meter, energy meter, hour meter, engine instrument panel, AVM pads and with wheather proof, powder coated Accoustic Enclosure for DG set for sound attenuation febricated from 2.0mm CRCA sheet steel structure with side wall febricated from 2.0mm CRCA sheet and filled with 100mm thick glass wool as per IS the doors of 100mm thick and febricated from 1.6mm CRCA sheet, Floor of MS chequrred Plate 5.0mm thick, canopy fixed with axial flow fan of alstom, CG, Almonard make. The enclosure has protection and Tripping of DG set against temprature of more than 50 degree centigrade. All controls for operation of DG set are from outside the enclosure with DG control panel mounted inside enclosure. The enclosure should be suitable for over mentioned capacity of DG set and Alternator.Method of cooling- water,Method of Aspirartion- Turbo Charged
350	Supply of Auto Mains Failure Panel (AMF) fabricated from CRCA sheet steel 2mm thick power coated finished, start and stop commands, control relays, selectors switch for ammeter and voltmeter, timers, hooter, visual and alarm indication for faults, UPS, operator inter face panel complete in all respect suitable for above DG sets.
351	Supply and laying of 1100 voltage grade,1x3.5Cx 120 mm2 Al. conductor, XLPE insulation , armoured cable from DG terminal to DG.Panel & from DG Panel to LT Panel.
352	Installation, testing and Commissioning of D.G. Set & AMF Panel with Double Earthing works complete with Al. strip size 25X6mm complete with C.C. Foundation per IS & IER.
353	Erection of All above equipments and fencing with iron mesh (if required)etc. complete in all respect.
354	Commissioning of All above equipments etc. complete in all respect.
355	Trial &Run period of M.P.S. for 03 Months including all consumables, chlorine, diesel etc. complete in all respect. (excluding electricity charges)
356	I.P.S
357	PumpSet:
358	Supply of submersible sewage bottom suction non clog Pumpsets having Speed 960 RPM & Bearing insulation should be compatible for VFD operation and handling raw sewage of Sp. Gr. 1.05 with Pumpset accessories such as duck foot bend,Pedestal auto coupling with Guide rail system of SS 316 submersible pump sets comprises of guide pipe, bracket, upper guide rail holder and lifting chain with D-Sackle etc complete and Material of Construction shall be-:Casing- 2% Ni-CI Impeller - Super duplex steel , Hardness 220-260 BHN.,Shaft- SS 410 with ceremic coating, Bearing- anti frictional L-10 with 60000 hours life.Operational Voltage 380±10% 3 phase AC Supply. The duties of pumpsets as follows -: (NOTE- Pump Discharge, Head & motor HP are tentative and may vary as per actual site condition at the time of execution.)
359	Duty of Each Pumpset working as module of (2W+2S)-: Discharge- 73 LPS, Head- 30 mwc or suitable head and electric motor of suitable KW rating.
360	VFD Starter Control Panel with push button suitable for operation on 415V ±6% ,3 phase, 50 Hz, AC supply with all necessary switchgears, controlgears and protections and suitable to above KW of motor.
361	Sluice valve
362	Manually Operated CIDF Rising spindle type Sluice valve with gearbox PN 1.0 having body door, dome gland in graded cast iron, four faces and spindle nut of Bronze LTB 2 Spindle of St. Steel 410 and specifications should be as per relevant I.S. of following sizes.
363	200 mm dia
364	300 mm dia for common header
365	Cast iron pipes & specials.
366	Supply of galvanized nut- Bolt SS-304 and rubber packing material for erection.
367	Reflex Valve
368	CIDF double flanged single/multi door swing check valves PN 1.0 having body comprising inlet & outlet sheets in gradeed cast iron diaphragm fitted woth st. steel, faces,diaphragm plate and door , sub pins and specifications should be as per relevant I.S.&shall be of following sizes:
369	200 mm dia
370	300 mm dia for common header
371	CI Dismantling joints
372	200 mm dia
373	300 mm dia for common header
374	C.I. SLUICE GATES:
375	Manually operated Open Channel sluice Gate in CI with gearbox, single faces rising spindle type generally conforrming to releavant IS , having frame & door fitted with St. Steel faces M.S extension rod with coupling and Guide brackets suitable to a required distance size suitable for 600x600 mm. cutout size at the inlet & outlet of screen chamber as per site requirement. (Note : Size is tentative and may vary as per actual site conditions.)
376	Manually operated Thimble Mounted CI Sluice Gates of rising spindle type with gearbox, suitable for 600mm. dia incoming sewer as per site requirement.(Note : Size is tentative and may vary as per actual site conditions.)
377	COARSE BAR SCREEN
378	Manual S.S.316 bar coarse screen 1.00 x 0.6 meter size having spacing 20 mm , thickness 10 mm as per site requirement.(Note : Size is tentative and may vary as per actual site conditions.)
379	E.O.T. crane of 3 Tonne capacity along with gantry girders, chain pulley block and geared trolley suitable for 10 m span 15m clear lift complete in all respect for pump house.
380	Pressure Guage
381	150 mm dia 0-6 Kg/ sq cm. digital pressure guage with S.S. tubing stop cock and necessary fittings.
382	L.T. Panel Board Conforming to IEC-60439
383	L.T. Panel Board suitable for operation on 400 V, 3 Phase 50 Hz. A.C. supply in sheet steel enclosure in cubical pattern floor mounting with following fitted on the phase of the panel with bus incomer Aluminium Bus Bar of suitable size and neutral of half the capacity sectionalized through a bus section. The panel shall comprise of the following.
384	03 No. incoming feeder from 02 Nos. from Transfomers & 01 No. from D.G. Set with following details:-
385	02 nos.Micro processor based 630A,4P,EDO, 50 KA, A.C.B. for Incoming coming from 02 nos. Transformers with indication lamp mechanical on/off indicator.
386	01 nos.Micro processor based 630A,4P,EDO, 50 KA, A.C.B. for Incoming coming from 01 nos. D.G. Set with indication lamp mechanical on/off indicator.
387	01 nos.Micro processor based 630A,4P,EDO, 50KA, A.C.B. motorised drawout type for Bus Coupler with Interlocking arrangements.
388	One set of current transformer of suitable ratio, One No. CT operated ammeter suitable ampere rating with ammeter, One No. Voltmeter 0-500 V with voltmeter , One No power factor meter 0.5 lag/ 1-0.5 lead , One No Surge arrestor Relay & One no. UV/OV Relay, One No frequency meter.
389	Total outgoing feeder as follows-
390	04 nos. 200A MCCB of 25KA capacity with indication lamp mechanical on/off indicator for pumps.
391	Ammeter with selector switch., Single phasing preventer, Sets of timer and relays for overload and underload, 01 Nos. 16 Amps. MCCB ,01 Nos. 63 Amps. MCCB for lighting, 01 Nos. 63 Amps. MCCB as Misc. load, 02 Nos. 32 Amps. MCCB for spare.
392	Suitable KVAr rating of APFC suitable capacity of capacitor bank having suitable MCCB and Discharge system with all necessary APFC relays & steps, instruments & wiring etc. Complete.
393	CE/UL Certified Electromagnetic type Full-Bore Flowmeter 300 mm dia shall be suitable for bi directional flow measurement. This shall be having protection category of the sensor shall be IP68 and protection category for the transmitter shall be IP- 65. Accuracy shall be of +/- 5% of measured value without being affected by variation in the line pressure. Equipment should be complete with converter, transmitting device and should be fully programmable with digital flow indicator & integrator etc. The sensor housing and junction box should be of SS 316. complete with control cable and display with application in Sewage .
394	Power and control cables
395	1100 V grade, 3.5 core 50mm2 PVC insulated PVC sheathed Aluminium Armoured conductor cable from LT panel to juction box.(1x4x50 mtr.)
396	1100V grade, 2Rx3C x16 mm2 PVC insulated PVC sheathed submersible copper flat cable from junction box to motor. (2x4x25 mtr.)
397	Control cable 1*10C, 1.5 mm2 PVC insulated PVC sheathed copper conductor cable for moisture sensor, level sensor, Reverse protection thermistor relay etc.(100m. For each) X 4 Nos.pumps
398	Al. junction box in SS304, IP65 with instruments for pumps with Busbar.
399	EARTHING
400	Complete earthing of all the equipments as detailed above shall be done as per IS/IER/PWD specification with G.I Plates, watering pipe and loop earthing with adequate size of G.I/ Al. strip etc. (PS-702) for Pumps,LT Panel & other Panel. Size of earthing plate 600mm x 600mm x6 mm with salt and coal.
401	Lighting system:
402	Supply & erection of M.S. Tubular Poles SP-36, 9.5 M height.
403	S/F of 72 watt LED with lumen reflector.
404	Feeder pillar for lighting
405	Supply and laying of 4x16mm2 Al. armoured cable.
406	Supply and fixing of 280x170x130 mm.size sintex junction boxes on poles.
407	Supply and laying of unarmoured Al. cable 6 mm2 4-core Flat PVC insulated for connection of LED to junction boxes.
408	Internal electrification with fixtures.
409	S/F 1200 mm ceiling Fan for LT Room
410	S/F of exhaust Fan for LT Room.& Other rooms.
411	Earthing of street light pole (SOR-41)
412	Painting of street light (P5-634)
413	Supply and installation of DCP type of 5 Kg. Fire existinguisher(PS-1132)
414	12 mm thick rubber mating for safe working on.
415	Tools and Spanners:
416	Hydrulic crimping tools- Crimping range: 16-300 sq.mm.,Weight: 6 Kg. ,Length: 500mm
417	Mannual crimping tools- Crimping range: 400 sq.mm.
418	Tong tester (AC/DC-1000A) , Multimeter (AC/DC-1000A), Megger (AC/DC-500V), Screwdriver (6\\"x 12\\"), Plier (250mm)
419	Chain wrench (12\\"x18\\"), Pipe wrench (1200mm)
420	Installation of above equipments with all required materials & fittings with labour.
421	Testing of all above E/M Items at O.E.M. Place.
422	Commissioning of all above E/M Items
423	Chequered plate of required size so as to cover all trenches.
424	D.G. Set
425	Supply of 200 KVA silent type DG set rated capacity at 415 V +/- 6% 50 Hz A.C. Supply of 0.8 P.F lag. Self exciting alternator coupled with 1500 RPM diesel engine of suitable BHP and AC brushless SPDP alternator mounted on a common base frame and coupled through flexible coupling or closed coupled. Alternator shall be self regulated with over voltage, over speed and under voltage standard protection. Engines shall have silencer upto 10 mtr. exhaust piping, electronic/mechanical governor, manual and electric start, batteries, fueled tank with stand and piping, control panel (16G) wirh MCCB (4P, 25 KA) Ammeter, voltmeter, frequency meter, energy meter, hour meter, engine instrument panel, AVM pads and with wheather proof, powder coated Accoustic Enclosure for DG set for sound attenuation canopy fixed with axial flow fan of alstom, CG, Almonard make. The enclosure has protection and Tripping of DG set against temprature of more than 50 degree centigrade. All controls for operation of DG set are from outside the enclosure with DG control panel mounted inside enclosure.Method of cooling- water, Method of Aspirartion- Turbo Charged.
426	Supply of Auto Mains Failure Panel (AMF) fabricated from CRCA sheet steel 2mm thick power coated finished, start and stop commands, control relays, selectors switch for ammeter and voltmeter, timers, hooter, visual and alarm indication for faults, UPS, operator inter face panel complete in all respect suitable for above DG sets.
427	Supply and laying of 1100 voltage grade,1x3.5Cx150 mm2 Al. conductor, XLPE insulation , armoured cable from DG terminal to DG.Panel & from DG Panel to LT Panel.
428	Installation, testing and Commissioning of D.G. Set & AMF Panel with PCC Foundation works,Double Earthing works complete with Al. strip size 25X6mm , complete as per IS & IER.
429	Power Distribution Transformer :
430	Supply of Oil immersed Outdoor type Power distribution transformer 11/0.433 KV rating 200 KVA double wound with copper winding, Level-2 or 3, vector group dyn 11, ONAN with Offload tap changer operated for voltage variation + 5.0 % to - 10% in step of 2.5% with standard fitting & accessories complete in all respect.
431	Supply and laying of 1100 voltage grade ,1x3.5Cx 150 mm2 Aluminium conductor, XLPE armoured cable from both Transformers to LT Panel.
432	Installation, testing and Commissioning of Transformers with Double Earthing works complete as per IS & IER along with construction of suitable PCC Foundation / Platform with all labour & materials complete in all respect.
433	H.T. Switch Gear Panel :
434	Supply of 12 KV, H.T. V.C.B. Panel with 01 incoming & 02 out going ,630 Amp. (25 KA) Rating have followings-
435	Incommer Feeder- 01 No.
436	3 O/C + 1 E/F IDMT Characteristics Relays based Incommer control panel equiped with over current & earth fault relay with core balance C.T., master trip relay, instantaneous under voltage realy & Auxilliary realy etc. C.T.ratio 30-20/5A Dual core, Class-1 for measurement core & 5P10 for protection core & PT 11KV/110 VAC. KWH meter, power factor meter, frequency meter. Amp. meter 0-20 & volt meter 0 to12 KV. All relays required separately conventioal type 24 to 30 VDC, 110 VAC.
437	Outgoing Feeder- 02 Nos.
438	outgoing feeder control panel equiped with triple pole 3 O/C + 1 E/F relay with IDMT & intantaneous characterisstics, mater trip relay & Auxilliary relay for Buchhloz alarm / trip, OTI alram / trip & WTI alram/trip, etc. C.T.ratio 30-15/5A, Class-1 for measurement core & 5P10 for protection core.
439	DC Supply
440	SICT battery bank, exide make, consisting of 16 cells, 2 volt each for supply VDC 24 to 30 Volt with battery charger of approved make with suitable M.S. Stand / Trolley, equipment fittings with accessories etc.
441	Supply and laying of 3Cx95 mm 2 ,11 KV HT Al. XLPE cable from metering panel to H.T. Panel and from H.T. Panel to both transformers.
442	Providing & erecting of 11 KV 3C, HT XLPE Cable Indoor Termination with heat Shrinkable jointing kits with all accessories including Lugs suitable as required as accepted standard complete.
443	Providing & erecting of 11 KV 3C, HT XLPE Cable Outdoor Termination with heat Shrinkable jointing kits with all accessories including Lugs suitable as required as accepted standard complete.
444	Earthing of H.T Panel as per IS & IER.
445	Installation of HT Panel.
446	Testing & Commissioning of HT Panel etc.
447	Erection of All above equipments and fencing with iron mesh (if required)etc. complete in all respect.
448	Commissioning of All above equipments etc. complete in all respect.
449	Trial & Run period of M.P.S. for 03 Months including all consumables, chlorine, diesel etc. complete in all respect. (excluding electricity charges) Please Enable Macros to View BoQ information

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Tender For I&D Of Drains And Used Water Management System For Nagar Palika Parishad, Atrauli, District-Aligarh., Atrauli-Uttar Pradesh

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Tender For I&D Of Drains And Used Water Management System For Nagar Palika Parishad, Atrauli, District-Aligarh., Atrauli-Uttar Pradesh

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