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tender for Budhanpur Nagar Panchayat Water Supply Scheme Under Amrut 2.0 Construction Of Oht, Tube Well, Rising Main, Distribution System, Pump House, Boundary Wall, Gate, Site Development, Renovation Of Existing Facilities, Including Plc Scada Automation And Other Appurtenant Works Of Water Supply, Survey, Soil investigation, Design, Supply of all materials, labour, T&P etc. for Construction, Erection, Completion, Testing & Commissioning of Water Supply Works such as Over Head Tank, Tube well, Rising Main, Distribution System, Pump House, Boundary wall, Gate, Site Development, Renovation of existing facilities, including PLC SCADA Automation and other appurtenant works of water supply as specified in tender document ofBudhanpur Nagar Panchayat Water Supply Scheme, District- Azamgarhon Turnkey Basis. The Scope of work also includes trial & run of 3 months and Defect Liability period of 12 months for Civil Works & 24 months for E&M works after completion of successful Trial run. All completed and commissioned works of above scheme shall be handed over to concerned ULB., 1 Budhanpur Nagar Panchayat Water Supply Scheme(CIVIL WORKS ) 2 BOUNDARY WALL, GATE, APPROACH ROAD 3 Construction of 1.3 m high and 115 mm thick boundary wall with 230 mmx230 mm thick pillar made in Brick masonry in 1 cement and 4 sand mortar, the spacing between two pillar should not be more than 3.0 m c/c and the depth of foundation should not be less than 0.60m, with 0.5 m barbed wire fencing at the site of water works as per departmental type design and drawing, and, as per specifications given in the bid document including supply of all materials, labour T&P etc.for proper completion of work as per instructions of Engineer -in -charge. 4 Supply and fixing of 3.6 m x 1.20 m MS gateincluding fabrication and supply of steel and construction of bounary wall pillars of size 1.35mx0.30mx0.30m with ornamental brick work 115mm th. around RCC, as per departmental type design and drawingand as per specifications laid down in the bid document, including supply of all material, labour,T&P etc.required for proper completion of work as per instructions of Engineer-in-charge. 5 Supply and fixing of 1.2m wide MS wicket gate including fabrication and supply of steel and construction of boundary wall pillars etc. as per specifications laid down in the bid document, including supply of all material, labour,T&P etc.required for proper completion of work as per instructions of Engineer-in-charge. 6 Construction of B.O.E. Road for approach to water works, as per departmental type design and drawing and as per specifications laid down in the bid document, including supply of all materials , labour, T&P etc.required for proper completion of work as per instructions of Engineer -in -charge. 7 Earth filling work for proper leveling of water work site, in accordance with the contour map and Grid map of existing site enclosed including leveling, dressing, excavation and filling of earth where necessary and also including all labour, materials, T&P etc.required for proper completion of works and also including carriage of earth from within a distance of about 8 km. from the site of works as per instructions of Engineer -in -charge. 8 Provide all materials, labour, T&P etc. complete for construct of Drain as per the specifications for civil work given in the bid document, including supply of all material, labour and T&P etc complete and horiculture for site devlopment of water works as per instructions of Engineer -in -charge. 9 PUMP HOUSE 10 Provide all materials, labour, T&P etc. complete and construct Pump house size (3.00 x 3.60) m Chlorinating room size (1.8 x 2.5)m with bye pass chamber(1.00x1.00x1.15)m as per departmental type design and drawing (drawing no-D-2) and as per the specifications for civil work given in the bid document, including supply of all material, labour and T&P etc complete as per instructions of Engineer -in -charge. 11 OVERHEAD TANK (FOR ZONE -1) 12 Supply of all materials labour T&P etc. for complete construction of R.C.C. Over Head Tank of 700 KL capacity with 20 Meter staging above ground level with main components, including cost of soil testing and assuming bearing capacity of soil as 8 MT, with supply of design and drawings.All the water retaining components of OHT shall be casted in M-30 concrete and minimum grade of concrete of foundation and staging should be M-25 with approved cement, coarse sand and stone grit as per I.S. 11682 and I.S.456Seismiceffects and wind load should be taken into consideration as per I.S. 1893 for earthquake resistance and I.S. 875 part-III for wind load on structure and including 1M wide RCC staircase, 1 m wide R.C.C. M30 balcony, M.S. ladder made of 50x50x6 mm angle section and 20mm plain M.S. bars with hand rails of 20mm medium class G.I. pipes, One aluminum ladder inside the tank from top dome to bottom dome, R.C.C. railing with 20mm dia medium class G.I.pipe (in 3 rows) on both sides of stair case, supported on 50x50x6mm M.S. angle section, spaced at intervals not more than 1.5m, Proper ventilator at top dome in circular shape of 1.2 m dia, Water level indicator fabricated with sensor connecting to automation, Lightening conductor as per I.S.S.2309 or its latest amendments of latest electricity rules, consisting of proper elevation rod with 5 or more fork points as prescribed in ISS 2309-1969 and ISS 3013-1966, C.I. manhole of min 60x60cm size with locking arrangement, Supply, fixing, jointing of C.I.D/F Pipes of appropriate size with C.I.D/F specials conforming to IS 8329/2000 as vertical pipes for inlet, outlet, overflow and washout as per latest / relevant I.S. specificationswith all jointing materials for proper completion of work,Testing Bearing Capacity of soil,Supply and Fixing of appropriate size Electrically operated D/F Sluice Valve / Butter Fly Valves as per ISS 700/1969 or its latest amendments class “A” working pressure 10 Kg/cm2, Construction of bed blocks in 1:2:4 PCC with cement, coarse sand and approved stone grit , Construction of washout / overflow chamber and chambers for sluice / butter fly valves as per departmental type design and drawing, Supply of 200 mm dia PVC pipe as per I.S.-4985/2000 for disposal of water from overflow and washout chamber to suitable point outside the water works compound, Painting of all concrete surface and steel pipe works with three coats of approved cement paint and anticorrosive paints. 13 Inlet pipe 150 mm dia =29m (staging : 20 and below G.L. floor and apron : 5 and inside the tank :4)(Pump 2) 14 Provision for Bulk Water Meter 15 Super Dry Dial, Woltman Type, Removable Mechanism Water Flow Meter FLANGED Ends.Magnetic Drive.Vacuum Sealed Totaliser / Register.Encapsulated in Polymer Housing , having 5mm Thick toughened glass for clear visibility,having reading in m³, body / casing made from cast iron with high quality fusion bonded powder coating inside and outside the meter body for Max. corrosion protection,Temp. suitability max. upto 45°C and Conforming to ISO: 4064 Class ‘B’ accuracy 16 100 mm 17 Radar type Level transmitter 18 OVERHEAD TANK (FOR ZONE -2) 19 Supply of all materials labour T&P etc. for complete construction of R.C.C. Over Head Tank of 450 KL capacity with 18 Meter staging above ground level with main components, including cost of soil testing and assuming bearing capacity of soil as 8 MT, with supply of design and drawings.All the water retaining components of OHT shall be casted in M-30 concrete and minimum grade of concrete of foundation and staging should be M-25 with approved cement, coarse sand and stone grit as per I.S. 11682 and I.S.456Seismiceffects and wind load should be taken into consideration as per I.S. 1893 for earthquake resistance and I.S. 875 part-III for wind load on structure and including 1M wide RCC staircase, 1 m wide R.C.C. M30 balcony, M.S. ladder made of 50x50x6 mm angle section and 20mm plain M.S. bars with hand rails of 20mm medium class G.I. pipes, One aluminum ladder inside the tank from top dome to bottom dome, R.C.C. railing with 20mm dia medium class G.I.pipe (in 3 rows) on both sides of stair case, supported on 50x50x6mm M.S. angle section, spaced at intervals not more than 1.5m, Proper ventilator at top dome in circular shape of 1.2 m dia, Water level indicator fabricated with sensor connecting to automation, Lightening conductor as per I.S.S.2309 or its latest amendments of latest electricity rules, consisting of proper elevation rod with 5 or more fork points as prescribed in ISS 2309-1969 and ISS 3013-1966, C.I. manhole of min 60x60cm size with locking arrangement, Supply, fixing, jointing of C.I.D/F Pipes of appropriate size with C.I.D/F specials conforming to IS 8329/2000 as vertical pipes for inlet, outlet, overflow and washout as per latest / relevant I.S. specificationswith all jointing materials for proper completion of work, Testing Bearing Capacity of soil, Supply and Fixing of appropriate size Electrically operated D/F Sluice Valve / Butter Fly Valves as per ISS 700/1969 or its latest amendments class “A” working pressure 10 Kg/cm2, Construction of bed blocks in 1:2:4 PCC with cement, coarse sand and approved stone grit , Construction of washout / overflow chamber and chambers for sluice / butter fly valves as per departmental type design and drawing, Supply of 200 mm dia PVC pipe as per I.S.-4985/2000 for disposal of water from overflow and washout chamber to suitable point outside the water works compound, Painting of all concrete surface and steel pipe works with three coats of approved cement paint and anticorrosive paints. 20 Valves & Fittings 21 Inlet pipe 125 mm dia =27m (staging : 18 and below G.L. floor and apron : 5 and inside the tank :4)(Pump 2&3) 22 Provision for Bulk Water Meter 23 Super Dry Dial, Woltman Type, Removable Mechanism Water Flow Meter FLANGED Ends.Magnetic Drive.Vacuum Sealed Totaliser / Register.Encapsulated in Polymer Housing , having 5mm Thick toughened glass for clear visibility,having reading in m³, body / casing made from cast iron with high quality fusion bonded powder coating inside and outside the meter body for Max. corrosion protection,Temp. suitability max. upto 45°C and Conforming to ISO: 4064 Class ‘B’ accuracy 24 100 mm 25 Radar type Level transmitter 26 OVERHEAD TANK (FOR ZONE -3) 27 Supply of all materials labour T&P etc. for complete construction of R.C.C. Over Head Tank of 1100 KL capacity with 22 Meter staging above ground level with main components, including cost of soil testing and assuming bearing capacity of soil as 8 MT, with supply of design and drawings.All the water retaining components of OHT shall be casted in M-30 concrete and minimum grade of concrete of foundation and staging should be M-25 with approved cement, coarse sand and stone grit as per I.S. 11682 and I.S.456Construction of New Master ControlRoom (10 m x 5.156 m) for Scada system/ Admin Building/ Lab as per norms includingElectrification works , Sanitation and water supply. Seismiceffects and wind load should be taken into consideration as per I.S. 1893 for earthquake resistance and I.S. 875 part-III for wind load on structure and including 1M wide RCC staircase, 1 m wide R.C.C. M30 balcony, M.S. ladder made of 50x50x6 mm angle section and 20mm plain M.S. bars with hand rails of 20mm medium class G.I. pipes, One aluminum ladder inside the tank from top dome to bottom dome, R.C.C. railing with 20mm dia medium class G.I.pipe (in 3 rows) on both sides of stair case, supported on 50x50x6mm M.S. angle section, spaced at intervals not more than 1.5m, Proper ventilator at top dome in circular shape of 1.2 m dia, Water level indicator fabricated with sensor connecting to automation, Lightening conductor as per I.S.S.2309 or its latest amendments of latest electricity rules, consisting of proper elevation rod with 5 or more fork points as prescribed in ISS 2309-1969 and ISS 3013-1966, C.I. manhole of min 60x60cm size with locking arrangement, Supply, fixing, jointing of C.I.D/F Pipes of appropriate size with C.I.D/F specials conforming to IS 8329/2000 as vertical pipes for inlet, outlet, overflow and washout as per latest / relevant I.S. specificationswith all jointing materials for proper completion of work,Testing Bearing Capacity of soil,Supply and Fixing of appropriate size Electrically operated D/F Sluice Valve / Butter Fly Valves as per ISS 700/1969 or its latest amendments class “A” working pressure 10 Kg/cm2, Construction of bed blocks in 1:2:4 PCC with cement, coarse sand and approved stone grit , Construction of washout / overflow chamber and chambers for sluice / butter fly valves as per departmental type design and drawing, Supply of 200 mm dia PVC pipe as per I.S.-4985/2000 for disposal of water from overflow and washout chamber to suitable point outside the water works compound, Painting of all concrete surface and steel pipe works with three coats of approved cement paint and anticorrosive paints. 28 Valves & Fittings 29 Inlet pipe 150 mm dia =32m (staging : 22 and below G.L. floor and apron : 5 and inside the tank :4)(Pump 2&3) 30 Provision for Bulk Water Meter 31 Super Dry Dial, Woltman Type, Removable Mechanism Water Flow Meter FLANGED Ends.Magnetic Drive.Vacuum Sealed Totaliser / Register.Encapsulated in Polymer Housing , having 5mm Thick toughened glass for clear visibility,having reading in m³, body / casing made from cast iron with high quality fusion bonded powder coating inside and outside the meter body for Max. corrosion protection,Temp. suitability max. upto 45°C and Conforming to ISO: 4064 Class ‘B’ accuracy 32 100 mm 33 Radar type Level transmitter 34 REPARING OF OVERHEAD TANK (ZONE-4) 35 Removing with Concrete,Hached,roughened an clean throughly of OHT column including labour T&P etc complete. 36 R.C.C. with1:1.5:3 Cement, coarse sand Stone grit in Beam Slab Column 37 Supply and apply for coatingof apoxy resins as per specified relevant standard on the inner wall of water retaining storage tank. 38 Jacketing of Cement Concrete 1:1.5:3 Cement, coarse sand Stone grit Thickness 60mm Around old column in OHT including labour, T&P, etc complete 39 Repairing of railing of stair and balcony with 20mm GI Pipe including changing of old pipe and reflexing new pipe with labour and T&P complete. 40 Repairing of OHT for Scafolding (Shuttering, centring & shoring etc) for repairing of OHT for scafolding (Shuttering, centring & shoring etc) with all material, labour T&P complete. 41 Dismantling of OHT flooring with all labour T&P complete. 42 Painting two coats of approved paint Apex Ultima of varnish including supply of all materials, labour and T&P etc required for proper completion of the work in OHT. 43 Inlet pipe 100 mm dia =25m (staging : 16 and below G.L. floor and apron : 5 and inside the tank :4)(Pump 2) 44 Provision for Bulk Water Meter 45 Super Dry Dial, Woltman Type, Removable Mechanism Water Flow Meter FLANGED Ends.Magnetic Drive.Vacuum Sealed Totaliser / Register.Encapsulated in Polymer Housing , having 5mm Thick toughened glass for clear visibility,having reading in m³, body / casing made from cast iron with high quality fusion bonded powder coating inside and outside the meter body for Max. corrosion protection,Temp. suitability max. upto 45°C and Conforming to ISO: 4064 Class ‘B’ accuracy 46 100 mm 47 Radar type Level transmitter 48 RISING MAIN 49 Supply of following Sizes of D.I. pipes class K-9 with all jointing materials as per I.S. 8329/2000 or its latest amendments including F.O.R. destination and all taxes and insurance etc. complete. 50 150 mm dia class K-9 51 125 mm dia class K-9 52 100 mm dia class K-9 53 Supply of following sizes C.I. Sluice Valves/Scour Valves with Cap/Air Valve capable of with standing working pressure of 10 Kg/cm2 including F.O.R. destination and all taxes and insurance etc. complete. 54 150 mm dia 55 Excavation of earth for pipeline work with lift upto 1.5 and lead upto 50M filling back the earth into trenches including watering and ramming and disposal of surplus material with in 50M lead etc. complete. 56 Excavation in Ordinary Soil 57 Supply of all materials and construct following type valve chambers complete as per typedesign. 58 Masonary Type Chamber 59 Cartage from store to site of work following D.I. Pipe with specials, lowering the same into trenches and laying true to alignment and gradient, including jointing properly, testing of pipe line (but excluding the cost of trenching and cutting of pipes for making the length) etc. complete. 60 150 mm dia 61 125 mm dia 62 100 mm dia 63 Carting of following sizes CI/DF Sluice Valve/C.I. Air Valve and specials from departmental store to site of work and lowering them into the trenches, fixing in position and jointing them with pipeline and testing etc. complete. 64 Sluice valve 65 150 mm dia 66 Dismantling of following type road and stacking of useful material. 67 Bitumen Road 68 Reinstatement of following road charges to be paid to PWD/Loacal Body. 69 Bitumen Road 70 THRUST BLOCK 71 RCC with cement, coarse sand and 20mm gauge stone ballast in proportion of 1:1.5:3 for thrust block of pipeline excluding supply of reinforcement and its bending but including its fixing and binding wire in proportion, necessary centering and shuttering including curing and supply of all materials, labours T&P etc. required for proportion completion of work. 72 Mild steel or iron work in RCC work brought to required shape as necessary including bending for proper completion of work. 73 DISTRIBUTION SYSTEM 74 Supply of following sizes and type of pipes with all jointing materials such as socket, rubber gasket as per IS 4984/2016 and IS 8329/2000 or their latest amendment including F.O.R. destinationand all taxes and insurance etc. with loading, unloading and stacking all complete. 75 HDPE Pipe, PE-100 , PN-6 76 110 mm dia 77 140 mm dia 78 160 mm dia 79 DI K-7 Pipes 80 200 mm dia 81 250 mm dia 82 300 mm dia 83 350 mm dia 84 Carting of following size & type of pipes and specials from departmental store to site of work and lowering them into the trenches and laying true to alignmentand gradient and jointing with electro-fusion joints etc. complete (including testing of pipe lines and cutting of pipes for making up the length excluding the cost of trenches). 85 HDPE Pipe, PE-100 86 110 mm dia 87 140 mm dia 88 160 mm dia 89 DI K-7 Pipes 90 200 mm dia 91 250 mm dia 92 300 mm dia 93 350 mm dia 94 Excavation for ordinary soil and soil mixed with mooram, shingle, kankar for pipeline work in requireing the use of special T&P such as pickaxes, sabbals, etc. and lift up to 1.5 M and lead up to 50 M including filling back the excavated earth into the trenches with watering, ramming and disposal of surplus earth with in 50 M lead. 95 Excavation in Ordinary Soil 96 Supply of following sizes C.I.D./F Sluice valve including F.O.R. destination and taxes and insurance etc. complete as per relevant IS. 97 C. I. D/F Sluice Valve 98 100 mm dia 99 125 mm dia 100 200 mm dia 101 250 mm dia 102 300 mm dia 103 Scour Valve 80 mm dia 104 Fire Hydrant 80 mm dia 105 C.I. Single ball type Air Valve 50 mm dia 106 Carting of following sizes C.I.D./F Sluice Valve and specials from departmental store to site of work and lowering them into the trenches, fixing in position and jointingthem with pipelines and testing etc. complete (including supply of jointing materials). 107 C. I. D/F Sluice Valve 108 100 mm dia 109 125 mm dia 110 200 mm dia 111 250 mm dia 112 300 mm dia 113 Scour Valve 80 mm dia 114 (b) Fire Hydrant 80 mm dia 115 (c)C.I. Single ball type Air Valve 50 mm dia 116 Supply of all materials and construct following chambers as per type design with supply of all labour, T&P etc. complete. 117 (i)Masonary Type 118 (ii) Fire Hydrant Chamber 119 (iii) Air Valve Chamber 120 (iv) Surface Box Type 121 Dismentalling of following type road and stacking of useful material and temporary Reinstatement of road with old materials etc. complete. 122 BT Road 123 BOE Road 124 C.C. Road 125 IL Road 126 Reinstatement of following road charges to be paid to PWD/Local Body. 127 BT Road 128 BOE Road 129 C.C. Road 130 IL Road 131 Making House Connection with 20mm (OD) HPDE pipe with (63mm to 160mm) distribution main. 132 Provision for crossings of Drain/Culvert. Upto 300mm dia (width- 3.5 M) 133 Provision for crossings of Canal. (width- 5-10M) 134 STAFF QUARTER 135 Provide all materials labour, T&P etc. and construct single room staff quarter at water works site identified by the Engineer-in-charge as per department type design and drawing and specifications of civil works laid down in the bid document, including all material labour, T&P etc complete for proper completion of work as per instructions of Engineer -in -charge. (Drawing No.D-7) 136 GROUND WATER RECHARGING WELL 137 Constructinon of setting tank as per type design including filling of filter media etc proper completion of works 138 Constraction of 110 mm bore hole for 30 M depth and lowering PVC plain 18M and 110 mm PVC slatted 12M ,Total-30 M pipe 139 Constraction of Semi Circular Drain/Drainage works 140 Leveling and dressing of water works compound for proper slope for harvesting ofrainwater with filling of additional earth etc all complet. 141 E&M WORKS 142 Zone-1 143 TRANSPORTATION 144 RIG MACHINE 145 Transportation of rig machineincluding Loading , unloading, Erection, Dismantling & labour etc complete in all respect . 146 AIR COMPRESSOR 147 Transportation of 350 psi compressor including Loading , unloading, Erection, Dismantling & labour etc complete in all respect . 148 O.P. UNIT 149 Transportation of 1 cusec op unit including Loading , unloading, Erection, Dismantling & labour etc complete in all respect . 150 CONSTRUCTION OF TUBE WELL (DRILLING) As per IS 2800 (Part I & II) 151 Drilling of BORE 152 Logging of Bore 153 Drilling of 600mm dia bore from G.L. to 65m BGL. 154 Drilling of 450mm dia bore from 66m BGL to 100m BGL. 155 Drilling of 450mm dia bore from 101m BGL to 200m BGL. 156 LOWERING OF TUBE WELL ASSEMBLY AND SHROUDING OF T.W. BY GRAVEL- 157 Lowering of 300mm X 150mm dia tube well assembly in bore hole and shrouding of pea gravel between annular space ofbore hole and T.W. assembly from G.L. to 180m BGL. 158 Lowering of 300mm dia MSERW 7.1mm thick plain pipe from GL to 60m BGL. 159 Lowering of 150mm dia MSERW plain/slotted pipe 7.1mm thick from 61m BGL to 100m BGL. 160 Lowering of 150mm dia MSERW plain/slotted pipe 7.1mm thick from 101m BGL to 180m BGL. 161 MATERIALS 162 TUBE WELL: ASSEMBLY (As per IS 4270, IS 8110) 163 300mm dia size MSERW housing pipe 7.1mm thick including with 1 no 300 X 150mm dia M.S reducer 16mm thick, 1 noM.S. well cap 12mm thick ,M.S. ring ,100X12mm thick, M.S. S/I clamp ,T.W. Support (I Section) etc comp in all respect . 164 150mm dia MSERW 7.1mm thick plain /slotted pipe including withM.S ring 100X12mmthick , 1 noM.S. bail plug ,center guide etc comp in all respect. 165 PEA-GRAVEL (As per IS 4097) 166 1.60mm to 4.80mm size pea-gravel of Lalkuwan quarry duly screened, washed and proper stackingat site. 167 DEVELOPMENT OF TUBE WELL 168 Development of tube well by 350 PSI air compressor 169 Development of tube well by 350 PSI air compressor 170 Development of tube well by 1 cusec O.P. Unit 171 Development of tube well by 1 cusec O.P. Unit. 172 Welding of Tube well cover by Electric welding 173 TEST 174 Chemical and bacteriological test. 175 PUMP SET: 176 800 LPM, 55m head 1450rpm, 17.5H.P. submersible clear water pumping plant suitable to operate on 415+ %5 volt, 50 Hz, 3 phase A.C. supply (as per IS 8034-1989) 177 Switch gear with soft starter and cable 178 MAIN PIPING AND VALVES: 179 SITC of 100mm dia size main piping and valves with 36mtr column pipe, Automatic chlorination system (SCADA compatable), power wiring, earthing, painting, tool set, wiring of pump house, chain pulley block and gauges complete in all respect with all required material, T& P labour. 180 SITC of 25 KVA voltage stabilizer . 181 Spare pumping set including power cable, terminal kits complete in all respect. 182 Three Month Trial & Run Cost ZONE 1 183 Zone-2 184 TRANSPORTATION 185 RIG MACHINE 186 Transportation of rig machineincluding Loading , unloading, Erection, Dismantling & labour etc complete in all respect . 187 AIR COMPRESSOR 188 Transportation of 350 psi compressor including Loading , unloading, Erection, Dismantling & labour etc complete in all respect . 189 O.P. UNIT 190 Transportation of 1 cusec op unit including Loading , unloading, Erection, Dismantling & labour etc complete in all respect . 191 CONSTRUCTION OF TUBE WELL (DRILLING) As per IS 2800 (Part I & II) 192 Drilling of BORE 193 Logging of Bore 194 Drilling of 500mm dia bore from G.L. to 100m BGL. 195 Drilling of 500mm dia bore from 101m BGL to 200m BGL. 196 LOWERING OF TUBE WELL ASSEMBLY AND SHROUDING OF T.W. BY GRAVEL- 197 Lowering of 200mm X 200mm dia tube well assembly in bore hole and shrouding of pea gravel between annular space ofbore hole and T.W. assembly from G.L. to 180m BGL. 198 Lowering of 200mm dia MSERW 7.1mm thick plain pipe from GL to 100m BGL. 199 Lowering of200mm dia MSERW plain/slotted pipe 7.1mm thick from 101m BGL to 180m BGL. 200 MATERIALS 201 TUBE WELL: ASSEMBLY (As per IS 4270, IS 8110) 202 200mm dia size MSERW housing pipe 7.1mm thick , 1 noM.S. well cap 12mm thick ,M.S. ring ,100X12mm thick, M.S. S/I clamp ,T.W. Support (I Section) etc comp in all respect . 203 PEA-GRAVEL (As per IS 4097) 204 1.60mm to 4.80mm size pea-gravel of Lalkuwan quarry duly screened, washed and proper stackingat site. 205 DEVELOPMENT OF TUBE WELL 206 Development of tube well by 350 PSI air compressor 207 Development of tube well by 350 PSI air compressor 208 Development of tube well by 1 cusec O.P. Unit 209 Development of tube well by1 cusec O.P. Unit. 210 Welding of Tube well cover by Electric welding 211 TEST 212 Chemical and bacteriological test. 213 PUMP SET: 214 500LPM, 55m head 1450rpm, 12.5H.P. submersible clear water pumping plant suitable to operate on 415+ %5 volt, 50 Hz, 3 phase A.C. supply (as per IS 8034-1989), Switch gear with soft starter and cable 215 MAIN PIPING AND VALVES: 216 SITC of 80mm dia size main piping and valves with 36mtr column pipe, Automatic chlorination system (SCADA compatable), power wiring, earthing, painting, tool set, wiring of pump house, chain pulley block and gauges complete in all respect with all required material, T& P labour. 217 SITC of 20 KVA voltage stabilizer . 218 Spare pumping set including power cable, terminal kits complete in all respect. 219 Three Month Trial & Run Cost ZONE2 220 Zone-3 221 TRANSPORTATION 222 RIG MACHINE 223 Transportation of rig machineincluding Loading , unloading, Erection, Dismantling & labour etc complete in all respect . 224 AIR COMPRESSOR 225 Transportation of 350 psi compressor including Loading , unloading, Erection, Dismantling & labour etc complete in all respect . 226 O.P. UNIT 227 Transportation of 2 cusec op unit including Loading , unloading, Erection, Dismantling & labour etc complete in all respect . 228 CONSTRUCTION OF TUBE WELL (DRILLING) As per IS 2800 (Part I & II) 229 Drilling of BORE 230 Logging of Bore 231 Drilling of 600mm dia bore from G.L. to 65m BGL. 232 Drilling of 450mm dia bore from 66m BGL to 100m BGL. 233 Drilling of 450mm dia bore from 101m BGL to 200m BGL. 234 LOWERING OF TUBE WELL ASSEMBLY AND SHROUDING OF T.W. BY GRAVEL- 235 Lowering of 300mm X 150mm dia tube well assembly in bore hole and shrouding of pea gravel between annular space ofbore hole and T.W. assembly from G.L. to 180m BGL. 236 Lowering of 300mm dia MSERW 7.1mm thick plain pipe from GL to 60m BGL. 237 Lowering of 150mm dia MSERW plain/slotted pipe 7.1mm thick from 61m BGL to 100m BGL. 238 Lowering of 150mm dia MSERW plain/slotted pipe 7.1mm thick from 101m BGL to 180m BGL. 239 MATERIALS 240 TUBE WELL: ASSEMBLY (As per IS 4270, IS 8110) 241 300mm dia size MSERW housing pipe 7.1mm thick including with 1 no 300 X 150mm dia M.S reducer 16mm thick, 1 noM.S. well cap 12mm thick ,M.S. ring ,100X12mm thick, M.S. S/I clamp ,T.W. Support (I Section) etc comp in all respect . 242 150mm dia MSERW 7.1mm thick plain /slotted pipe including withM.S ring 100X12mmthick , 1 noM.S. bail plug ,center guide etc comp in all respect. 243 PEA-GRAVEL (As per IS 4097) 244 1.60mm to 4.80mm size pea-gravel of Lalkuwan quarry duly screened, washed and proper stackingat site. 245 DEVELOPMENT OF TUBE WELL 246 Development of tube well by 350 PSI air compressor 247 Development of tube well by 350 PSI air compressor 248 Development of tube well by 2 cusec O.P. Unit 249 Development of tube well by 2 cusec O.P. Unit. 250 Welding of Tube well cover by Electric welding 251 TEST 252 Chemical and bacteriological test. 253 PUMP SET: 254 900 LPM, 55m head 1450rpm, 20H.P. submersible clear water pumping plant suitable to operate on 415+ %5 volt, 50 Hz, 3 phase A.C. supply (as per IS 8034-1989), Switch gear with soft starter and cable 255 MAIN PIPING AND VALVES: 256 SITC of 100mm dia size main piping and valves with 36mtr column pipe, Automatic chlorination system (SCADA compatable), power wiring, earthing, painting, tool set, wiring of pump house, chain pulley block and gauges complete in all respect with all required material, T& P labour. 257 SITC of 30 KVA voltage stabilizer . 258 Spare pumping set including power cable, terminal kits complete in all respect. 259 Three Month Trial & Run Cost ZONE 3 260 ZONE-4 261 Estimate for Maintenance of 1 No Existing TW 262 SITC of 350 LPM 50m head pumping plant, soft starter, 15 KVA voltage stabilizer Automatic chlorination system (SCADA compatable), power wiring, chain pully block and gauges complete in all respect with all required material, T&P and labor. 263 SCADA Zone-1 ,2,3 & 4 264 CE & UL approved manufacturer’s RTU/ PLC in IP 65 encloser suitable to communicate with GSM based modem unit with CPU and power supply with analog and digital parameter and features as specified, onefor each tubewellto store and transmit data on GSM backbone. RTU/PLC designed with logic to transfer data at multiple stations 265 G.S.M./G.P.R.S. based wireless communication with 4G Modem for RTU/ PLC Capable to transfer and gather data from remote sites to control stations, all accessories included with signal enhancer anteena made for pumping plant 266 CE / UL certified Intelligent smart energy meter 267 Motor OperatedActuator with Sluice Valve . 268 CE / UL certified Electromagneticflowmeter of including required dismantling joints. 269 Auto phase reversal unit with inbuilt time delay & enclosure conforming to IEC: 60947-1 & IEC:60947-b-1) . 270 CE / UL certified Hydrostatatic type sub soil water level transmitter for Tubewell. 271 CE / UL certified Pressure Transmitter 272 CE / UL certified Surge protector for control panel 273 CE / UL certified 7" HMI touchscreen suitable to communicate with PLC/RTU, for local display & control of process parameters 274 Complete Cabling for tubewell including all power & control cables of all equipment at pumphouse and OHT 275 Control panel with IP 54 protection, industrial grade fro all equipments (separate for control (24V) and power equipments. 276 Installation, commissioning & testing 277 Test and trial run for 3 Months period 278 CE / UL certified Radar type level transmitter for OHT with installation 279 Master Control Station (MCS) 280 CE & BIS approved manufacturer"s industrial grade LCD monitor with latest configuration as per specification of size 65" 281 Desktop/PC with i7 processor for as per spec mentioned in technical bid documents. 282 CE/UL approved manufacturer"s 3 KVA UPS with batteries as spec. mentioned for STP and Computer as per requirement 283 Full development version of required TAGS SCADA Software with costomization of software for MCS as per required as per spec mentioned in technical bid documents. 284 CE & UL approved manufacturer"s control room PLC with CPU & power supply at MCS in IP65 enclosure as per spec. mentioned 285 CE/UL certified field gateway agent for transfering data from MCS to control room 286 GSM based wireless / broadband/Equipment communication system for PLC capable to transfer and gather data from remote sites to control stations, including all accessories complete 287 CE/UL approved manufacturer"s Firewall for network protection 288 Lightning surge protector for ethernet communication protection 289 CE/UL approved manufacturer"s industrial grade ethernet switch 290 Mobile App facility system architecture complete. 291 Supply and Installation 1.5 Ton AC ( make Voltas, O-General)with stabilizer and other required item for installation 292 Canon/HP 1018/equivalent Laser printer with chair and table. 293 Security Survelliance IP camera 294 Installation, testing and commissioning with required furniture,Air Conditioner etc 295 Test and trial run
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