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| 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 45⁰C 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 45⁰C 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 45⁰C 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 45⁰C 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 |
