|
| 1 | Remaining Distribution Work : |
| 2 | Excavation of earth in ordinary soil (loam, clay or sand) to give 1 mt. Cover from top of the pipe including lift upto 1.5 mt. and lead upto 50 mt. from centre of trenches and refilling of earth in 20 cm. layers with watering and raimming etc. complete |
| 3 | Supply of following size of D.I. Pipe Class K-7 for rising main conforming to latest relevent to I.S.8329/2000 specification including railway frieght, insurance charges F.O.R. and supply of D.I. specials etc. complete as per instructions of Engineer-in-charge. All pipes should be supplied from the firm enlisted by Material Manager UP Jal Nigam Lucknow and should be proper inspection, testing, certification & marking by M/s Crown Agents India Pvt. Ltd. New Delhi, Elites India Pvt. Ltd., SGS India Pvt Ltd. New Delhi, & CIPET Lucknow. |
| 4 | 500mm dia D.I. Pipe K-7 |
| 5 | 600mm dia D.I. Pipe K-7 |
| 6 | Carting ,laying and jointing of following size of D.I. Pipe Class K-7 into the trenches including cost of all materials, labour and T&P, testing etc. complete. |
| 7 | 500mm dia D.I. Pipe K-7 |
| 8 | 600mm dia D.I. Pipe K-7 |
| 9 | Dismantling following type of surface including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto a distance of 50m required for propercompletion of the work as per instruction of Engineer-in-charge. |
| 10 | Bituminous Surface |
| 11 | C.C. Road |
| 12 | Reinstatement following type of surface including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto a distance of 50m required for propercompletion of the work as per instruction of Engineer-in-charge. |
| 13 | Bituminous roads with granular sub base (G1-100mm, G2-75mm, G3-75mm thick), 50mm thick bituminous macadum over priming coat and tack coat and 30mm thick SDBC/BC over tack coat and disposal of all debris and surplus earth with in 8km distance or as per direction of Engineer-in-Charge, including all materials, labour, T&P etc. complete |
| 14 | CC road will be prepared with 10cm thick P.C.C. 1:2:4 Cemant, Coarse Sand & Stone Grit over base concrete 15cm P:C:C 1:4:8 with Cement, Coarse Sand & 40mm Stone Ballast after compacting the earth surface properly. The C.C. Surface must be compacted with surface vibrator, including all materials, labour, T&P etc. complete. |
| 15 | Supply and carting up to site of work of the following size of Class K-7 C.I./D.I.butterfly/sluice valves, Class I working pressure 10kg/cm2 confirming to IS: 780/1984 or latest amendments, F.O.R. destination, and lowering them into the already prepared trenches, fixing in position and jointing them with pipeline and testing etc. complete and also including supply of jointing materials etc. including all taxes and insurance |
| 16 | 500mm dia |
| 17 | 600mm dia |
| 18 | Construction of Sluice Valve Chamber Masonary Type as per departmental type design and drawing including Heavy duty M.S. Manhole Cover and all materials, labour T&P etc complete for proper completion of work as per the specification laid down in the bid document. Internal Size 1.2 x1.2 x 1.25m with 150mm thick RCC Slab and 1:2:4 PCC base concrete in foundation 150mm thick |
| 19 | Nala Crossing more than 1.0m Provision of crossing of Nalas & culvert complete i.e. total material (including supply of all materials including FOR Destinaion inclusive of all taxes and duties third party inspection charge, transit insurance, freight, loading, unloading and stacking in departmental store etc. complete) & labour cost per metre as per type design & as per instruction of Engineer-in- charge. |
| 20 | House Connection Making ferrule connection of various nominal dia of new distribution mains in different type of roads with fixing of saddle piece, service connections, fittings, and fixing of brass ferrule of 15mm size including tapping the main. Include the cost of excavation and subsequent backfill of trenchs and cost of fittings and specials, including labour charges for cutting, threading & fitting of GI pipe and specials including supply of binding materials such as safeda and teflon tape etc. Including making hole in the wall for crossing of GI pipe also repairing the same with mortar and also including crossing of drain with all labour T&Petc. complete. including material i.e. 20mm dia (OD) HDPE Pipe (12.5 kg/cm2),20mm (OD) GI pipe Class-B, EL-bow 20mm (OD) GI for above pipe Class -B, Clamp with Saddle, TAP/Stop Cock (Brass) 15mm, ISI Marked brass/gun metal Ferrule HDPE 15mm with end cap (heavy duty), 20 mm dia PP-Adopter and 20 mm dia GI - Union. |
| 21 | Clear Water Reservoir in Zone 4 (CWR)Supplyofallmaterial,labourT&Pshuttering,centringetc.andcostructsemisunkRCCClearWaterReservoirs (CWR)of1500KL Storagecapacity atthe locations oftownnoted below (excluding free board- to be provided as given below) as per approved design and drawing (design and drawings are to be submitted by the contractor) including Inlet and Over flow pipes of suitable sizes with puddle collars and well mouth, sluice valves, manhole with M.H. cover and M.S. ladder for inside access, a RCC stair case with housing and gate on pump house side for access into the CWR for cleaning and inspection, suitable ramp for transportation of machinery, and adequate no. of ventilating shafts on CWR with mosquito proof stainless steel mesh all around, digital water level indicator, including necessary excavation to achieve proper level of bed as per drawing and design and refilling of earth around CWRs if required as per design and direction of Engineer-Incharge, drainage arrangement for Overflow/emptyig the CWR for cleaning, repairs and main-tenance, clearance & development of site painting 3 coats of food grade epoxy paint in the ceiling and 1/2 height (from top) on walls inside CWR and Apex or equivalent paint on outside surface, making 1.5m deep sump with suitable slope for bowl assembly of 3 nos. VT pump in the floor of CWR and necessary foundation for VT pumps with supporting columns, beams and structure for construction of suitable pump house on the CWR to install the pumping plants as per design, testing of CWR for water tightness, as per specifications and direction & satisfaction of Engineer Incharge, all complete. Safe bearing capacity of soil shall betaken as 8.0 t/m2.. Submission of detailed design and drawing in triplicate which shall be got vetted by the department from any IIT/NIT but the cost shall be borne by the contractor and will be deducted from his bills. Supply of all material, labour T&P shuttering, centring etc. and costruct following (i) HT Panel Rooms (4.5m high, area 24sqm each) and (ii) meter rooms (3.5m high, area 9 sqm each) with RCC abrasion resistant floor, MS shutter, aluminum door/windows as per detailed design, drawing, specifications and directions of engineer in charge including painting 3 coats of Apex or equivalent paint on outside surface and oil bound disemper inside the building on primer, cost of grouting and cable trench etc and cost of main gate. as per design, drawing and specifications as per directions of engineer in charge, all complete.(i) H.T. Panel Room - 1No.(ii) Meter Room - 1 Nos.Supply of all materials, labour, T&P including NP3 pipe of various sizes (average dia 500mm) and their specials for over flow system from above CWRs to disposal point as per site condition including excavation, laying, jointing of pipes, and construction of suitable size and number of masonry chambers asper approved design, drawings, specifications and direction of Engineer in Charge, all complete or alternative method suggeted by Engineer in ChargeSupply of all materials, labour T&P including necessary C.I.D/F pipes, valves and their specials for providing bye-pass arrangements (for direct pumping into the distribution main) system from abovepumpingplantdeliveries,includingnecessaryexcavation,laying,jointingofpipes,andconstructionofsuitablesizeandnumberofmasonerychambersasperapproveddesign, drawings, specifications and direction of Engineer in change, all complete in C.W.R. to outlet of O.H.T. |
| 22 | E&M Works |
| 23 | CONSTRUCTION OF TUBEWELL (300x200mm dia) For Zone-3 |
| 24 | Transportation, Erection, Dismantling of Rig Machine and its T&P |
| 25 | Transportation, Erection, Dismantling of Compressor 250/350 PSI |
| 26 | Transportation, Erection, Dismantling of 2 Cusec/ 3 Cusec O.P. Unit and Yield test |
| 27 | Supply of Tubewell Assembly |
| 28 | M.S.Tubewell assembly with all required parts like plain pipe, Slotted pipe (as required upto 50% of plain pipes) rings, well cap bail plug, clamp reducer, central guide, suport structure etc. as required & as per typed design complete in all respect. |
| 29 | (Note- Axial Length of Reducer without Ring shall be measured with casing pipe) |
| 30 | 350 mm dia M.S. Pipe |
| 31 | 250 mm dia M.S. Plain/slotted |
| 32 | PEA-GRAVEL (As per IS:4097) |
| 33 | 1.65 mm to 4.50 mm size Pea gravel of Lalkuwan quarry duly screened, washed and properly stacked at sitefor Tubewell |
| 34 | Drilling of bore by rig machine As Per IS:2800(Part I & II): |
| 35 | Drilling of bore by 675 mm dia bit GL to 54 mt. BGL. |
| 36 | Drilling of bore by 600 mm dia bit from 54 mt GL to 100 mt. BGL. |
| 37 | Drilling of bore by 600 mm dia bit 100 m BGL to 134 m. BGL. |
| 38 | Lowering of tube well assembly With M.S. rings, Bail Plug, Reducer Including welding: |
| 39 | Lowering of 350 mm dia M.S. Housing pipe from GL to 54 m.BGL |
| 40 | Lowering of 250 mm dia M.S. Plain/slotted pipe 54 m. BGL to 100 m. BGL |
| 41 | Lowering of 250 mm dia M.S. Plain/slotted pipe 100 m. BGL to 120 m. BGL |
| 42 | Development of tube well by 250 PSI air compressor and 3 cusec O.P. Unit to yield sand free discharge. |
| 43 | Development and testing of tube well by Air Compressor. |
| 44 | Development and testing of tube Well O.P.Unit to yield sand free Discharge. |
| 45 | Chemical |
| 46 | test (Analysis of water sample) |
| 47 | Logging of borehole by departmental/approved electric logger |
| 48 | NEW PUMPING PLANT & VOLTAGE STABILIZER FOR ZONE -3 |
| 49 | SCADA comptiable 50 hp starter, Control Panal,complete Cabling etc switch gear complete in all respect with all required material T&P labour etc. |
| 50 | SITC of 3000 lpm and 50 met head submersible pump set with motor and required material complete in all respect. |
| 51 | Supply, Installation and Commissioning of automatic servo voltage Stabilizer-75 KVA(Input Voltage 230V±450V)to Output Voltage 415V± 1% As per IS 9815-1994 |
| 52 | SITC of equipments for the items as given below : |
| 53 | Main piping and valves with 150 mm dia Size 24 mtr. Column pipe(2 nos metal sheeted Sluice Valves and 1 no Reflux Valve) |
| 54 | Gauges( Pressure & Depth) |
| 55 | 2Ton Lifting Tackle suitable for 30hp Pumping plant |
| 56 | Tools |
| 57 | Misc. Items such as Prtection Ring, Cutout, Electric resistance Rubber sheet, Transformer oil etc. |
| 58 | Power wiring & Earthing |
| 59 | Painting of pumping plants and other equipments |
| 60 | Internal and External electrification |
| 61 | Coloumn Pipe 3 mtr long |
| 62 | CHLORINATION SYSTEM FOR TUBEWELL FOR ZONE-3 |
| 63 | SITC of Electronic type Dozer for chlorination complete in all respect. |
| 64 | 3 MONTHS TRIAL RUN OF PUMPING PLANT FOR ZONE-3 |
| 65 | 3 Months Trial Run Charges for Tubwell and other e&m equipments including chlorination during trial run |
| 66 | CONSTRUCTION OF TUBEWELL 300x200 MM SIZEFOR ZONE-4 |
| 67 | Transportation, Erection, Dismantling of Rig Machine and its T&P |
| 68 | Transportation, Erection, Dismantling of Compressor 250/350 PSI |
| 69 | Transportation, Erection, Dismantling of 2 Cusec/ 3 Cusec O.P. Unit and Yield test |
| 70 | Supply of Tubewell Assembly |
| 71 | M.S.Tubewell assembly with all required parts like plain pipe, Slotted pipe (as required upto 50% of plain pipes) rings, well cap bail plug, clamp reducer, central guide, suport structure etc. as required & as per typed design complete in all respect. |
| 72 | (Note- Axial Length of Reducer without Ring shall be measured with casing pipe) |
| 73 | 350 mm dia M.S. Pipe |
| 74 | 250 mm dia M.S. Plain/slotted |
| 75 | PEA-GRAVEL (As per IS:4097) |
| 76 | 1.65 mm to 4.50 mm size Pea gravel of Lalkuwan quarry duly screened, washed and properly stacked at sitefor Tubewell |
| 77 | Drilling of bore by rig machine As Per IS:2800(Part I & II): |
| 78 | Drilling of bore by 675 mm dia bit GL to 54 mt. BGL. |
| 79 | Drilling of bore by 600 mm dia bit from 54 mt GL to 100 mt. BGL. |
| 80 | Drilling of bore by 600 mm dia bit 100 m BGL to 134 m. BGL. |
| 81 | Lowering of tube well assembly With M.S. rings, Bail Plug, Reducer Including welding: |
| 82 | Lowering of 350 mm dia M.S. Housing pipe from GL to 54 m.BGL |
| 83 | Lowering of 250 mm dia M.S. Plain/slotted pipe 54 m. BGL to 100 m. BGL |
| 84 | Lowering of 250 mm dia M.S. Plain/slotted pipe 100 m. BGL to 120 m. BGL |
| 85 | Development of tube well by 250 PSI air compressor and 3 cusec O.P. Unit to yield sand free discharge. |
| 86 | Development and testing of tube well by Air Compressor. |
| 87 | Development and testing of tube Well O.P.Unit to yield sand free Discharge. |
| 88 | Chemical |
| 89 | test (Analysis of water sample) |
| 90 | Logging of borehole by departmental/approved electric logger |
| 91 | NEW PUMPING PLANT & VOLTAGE STABILIZER FOR ZONE-4 |
| 92 | SCADA comptiable 50 hp starter, Control Panal,complete Cabling etc switch gear complete in all respect with all required material T&P labour etc. |
| 93 | SITC of 3000 lpm and 45 met head submersible pump set with motor and required material complete in all respect. |
| 94 | Supply, Installation and Commissioning of automatic servo voltage Stabilizer-75 KVA(Input Voltage 230V±450V)to Output Voltage 415V± 1% As per IS 9815-1994 |
| 95 | SITC of equipments for the items as given below : |
| 96 | Main piping and valves with 150 mm dia Size 24 mtr. Column pipe(2 nos metal sheeted Sluice Valves and 1 no Reflux Valve) |
| 97 | Gauges( Pressure & Depth) |
| 98 | 2Ton Lifting Tackle suitable for 30hp Pumping plant |
| 99 | Tools |
| 100 | Misc. Items such as Prtection Ring, Cutout, Electric resistance Rubber sheet, Transformer oil etc. |
| 101 | Power wiring & Earthing |
| 102 | Painting of pumping plants and other equipments |
| 103 | Internal and External electrification |
| 104 | Coloumn Pipe 3 mtr long |
| 105 | CHLORINATION SYSTEM FOR CWR FOR ZONE-4 |
| 106 | SITC of Electronic type Dozer at CWR for chlorination complete in all respect. |
| 107 | E./M. Works at CWR FOR ZONE-4 |
| 108 | Electrical Works |
| 109 | H.T.Panel( Comprising with 1 -I/C and 2 -O/G. |
| 110 | Supply , Installation, Testing and Comissioning of incoming panel 2mm. thick factory made 11 KV, 630 A, 20kA / 3 sec, 1 no. VCB (Vaccume circuit breaker) with over load, Earth fault, short circuit relay, copper bus bar, bus support and insulation marerial epoxy resin,ring core protection & metering CT, Auxiliary relay for WTI, OTI, Bucholz alarm & trip along with annuciator panel, master trip relay, mechanical ON / OFF / Earth indication, Voltage presence indicator, Shunt trip coil, 24 V DC power pack, VT ratio of suitable capacity, Digital multi function meter, with Bus PT panel,Voltmeter with selector switch, R Y B phase indication, Anti reflex operating handle, right angle boots etc.VCB Panel should have 1 power pack with battery charger and charging device complete in all respect. |
| 111 | Supply , Installation, Testing and Comissioning of outgoing panel 2mm. thick factory made 11 KV, 630 A, 20kA / 3 sec 1 no. VCB circuit breaker with over load, Earth fault, short circuit relay, copper bus bar, bus support and insulation marerial epoxy resin,ring core protection & metering CT, Auxiliary relay for WTI, OTI, Bucholz alarm & trip along with annuciator panel, master trip relay, mechanical ON / OFF / Earth indication, Voltage presence indicator, Shunt trip coil, 24 V DC power pack, Digital multi function meter, with Bus PT panel, voltage transformers, HT fuses, Voltmeter with selector switch, R Y B phase indication, Anti reflex operating handle, right angle boots etc.Every VCB Panel should have 1 power pack with battery charger and charging device complete in all respect |
| 112 | Providing & Laying XLPE insulated as per IS:7098/II/85 H.T.cable as per PWD specification for electrical Works for working voltage 11 K.V.(E) in existing RCC / Hume /Stoneware / PVC pipe/ open duct/cable trench, on existing cable trays or on surface etc. including making necessary connection, testing etc. |
| 113 | 3 core X 120sq.mm. armored HT Cable (From HT Panel to Transformers) |
| 114 | Trench making and covering of trench in all respect. Ref.E130300, E130400, E130500 and E130700 and (PRE BSR 2021) |
| 115 | SITC of 11 KV End Termination Kit Indoor type (3 core, 120sq.mm) |
| 116 | 11 KV, 2.5 mm thick with proof voltage 22 KV / 3 min. and Break DownVoltage 45 KV Ref.8.10.2 (PRE BSR 2022) |
| 117 | Transformer: S I T C of star rated Copper wound distribution Transformer of 160 KVA rating 11/0.433KV Delta-Star Connected, Vector Group Dyn 11,ONAN Cooled & as per BEE star level- 2 & BIS approved as per IS 2026- 1977 & losses as defined as per IS 1180 part I 2014. including standard accessories like conservator, silica gel breather, radiator, fins, HT cable box & LT cable boxes, temperature rise in winding/oil 35-40 degree C& 40-45 degree C for above 160 KVA, ISI marked drain valve, Dial type Temperature gauge, first filling of transformer oil as per IS :335-1953, Epoxy based paint, including carrying of pre-commission Testing & Charging of Transformer complete in all respect. |
| 118 | (i)Rating and diaphram plate |
| 119 | (ii)Earthing terminals |
| 120 | (iii)Lifting lugs |
| 121 | (iv)Dial type thermometer for winding temp. indication. |
| 122 | (v)Marshalling box |
| 123 | (vi)Enclosure |
| 124 | (vii)Safety interlock facility for doors. |
| 125 | (viii)Externally operated off load changing switch with lock&key. |
| 126 | (ix)Under base skid with flat roller |
| 127 | (x)L.T.& H.T. terminal boxes |
| 128 | L.T. Panel |
| 129 | SITC of 0.415 kV L.T. control panel for pumping plant-L.T. control panel suitable to operatedon 415 ± 6 %volt , 3 Phase , 50 Hz, AC supply as per details given below-(A) 2 Nos incoming panels and 1 outgoing panel, each consisting of following items -(i) 400 amp MCCB- 1 No.(ii)C.Ts of suitable ratio- 1 No.(iii)Ammeter with selector switch - 1 No.(iv) Voltmeter with selector switch- 1 No. (v)Power factor meter(0.5 Lag&0.5Lead) - 1 No.(vi)Frequency meter-1 No.(vii)KWH meter - 1 No. (viii)2 Pole over current relay& one pole earth fault relay - 1 No.(B)Bus bar chamber having 3 Nos. bus bars for phase and 1 No. bus bar for neutral of suitable size – 1 No. (C) 3 Nos. composite panels for pumping plants, each consisting of following items –(i)160 A MCCB -1 No.(ii)C.Ts. of suitable ratio- 1 No.(iii)Ammeter with selector switch - 1 No.(iv) Automatic start / stop device according to level in the sump- 1 No.(v)Indicating lamps(Auto/manual/low level/ reverse rotation) - 1 Set (D) 3 Nos. outgoing panels for miscellaneousworks, each consisting of following items – (i) MCB of 40 A capacity- 1 No.(ii) C.Ts. of suitable ratio- 1 No. (iii) Ammeter with selector switch - 1 No.(iv) Indicating lamps- 1 Set (E)APFC Panel for total load. |
| 130 | LT Cable laying and jointing |
| 131 | Power and control cable-Supply of 185 sq. mm 3.5 core cable - 2 Run required for power from L.T. panel of sub station to L.T. panel of pump house, 50 sq. mm 3 core-3 run cable for power from starters to pumpset including lugging and jointing, laying, trench excavation and compaction etc. complete in all respect. |
| 132 | Earthing |
| 133 | Plate Earthing as per IS:3043 with copper Earth plate of purity >95% of size 600mm x 600mm x 3.0mm by embodying 3 mtr. below the ground level with 20 mm dia. G.I. \"B\" class watering Pipe ,including all accessorieslike nut, bolts, reducer, nipple, wire meshed funnel, and Heavy duty weather proof poly-propylene earth pit chamber with lockable Jam free lid suitable for safe working load 5000 Kg or more of size Top Dia. 225 to260 mm, Bottom Dia 300 to 350 mm. and Height 250 to 300 mm. and embodying the pipe complete with alternate layers salt and coke/charcoal, testing of earth resistance for value of 5 ohms or less as required & must record by engineer in charge during site visit and ensure to enter in measurment book. All as per pre approved by Engineer incharge. |
| 134 | Pipe Earthing as per IS:3043- 1987 with 3.0 Mtr. Long, 40 mm dia. \" B \" class G.I. Pipe IS: 1239 (Part-1) 2004, Equivalent to BS : 1387 with perforated holes of 12 mm dia ,including all accessories like nut, bolts, reducer, nipple, wire meshed funnel, and Heavy duty weather proof polypropylene earth pit chamber with lockable Jam free lid suitable for safe working load 5000 Kg or more of size Top Dia. 225 to 260 mm, Bottom Dia 300 to 350 mm. and Height 250 to 300 mm. and embodying the pipe complete with alternate layers salt and coke/ charcoal, testing of earth resistance for value of 5 ohms or less as required & must record by engineer in charge during site visit and ensure to enter in measurment book.All as per pre approved by Engineer in charge. |
| 135 | Supply & Laying of 50mmX6mm size GI earth strip in horizontal or vertical run in ground/surface/recess including riveting,soldering, saddles, Jointing shall be done by overlapping and with 2 set of GI nut bolt & spring washer spaced at 50cm making connection etc.(20meter for each earthing) Ref.E140611 (PRE BSR 2021) |
| 136 | Charges of Electrical safety Clearance |
| 137 | Expenditure on B&L Form, Challan etc. |
| 138 | Proper fencing of substation portion as per I.E. rules. (Ref. Ongoing AMRUT Work Aligarh Sewarage) |
| 139 | Earthing |
| 140 | Compraising of Soft Starter, suitable to meet the basic requirement of motor protections and suitable to run 60 HP motor (To be fixed in composite panel of LT Panel)- Ref. UP Jal Nigam E&M SOR, 2020 |
| 141 | Mechanical Works |
| 142 | Pump |
| 143 | 4700 LPM 35M head Clear Water 980 RPM, surfacedischarge,self water lubricated, Bottom Suction with 4.5 M long column Assembly ( Column Pipeshaft & Rubber spider) Discharge head, Top shaft, rachet to prevent reverse rotation, suitable to couple with 3 phase 4 Pole, Vertical hollow shaft1450 RPM squirrel cage 400 V±10% 50 Hz, AC, Motor etc. (Budgetory offer of chandra Pumps) |
| 144 | Casing-2% Ni Cl. IS.210 grade F.G.220 with hardness 275 BHN. |
| 145 | Impeller-Stainless steel CF-8M |
| 146 | shaft-stainless steel AISI-410 |
| 147 | Discharge of pump=3100 lpm |
| 148 | Total Head= 35 M |
| 149 | Speed= 980 |
| 150 | Quantity of pumps. |
| 151 | Main piping and Valves. |
| 152 | Main piping and valves 250 mm dia delivery, 350 mm diacommon header line. |
| 153 | Valves. |
| 154 | Confirming to IS 780/2906 or as applicable |
| 155 | PN rating- 1.0 |
| 156 | Type of liquid to be handled-potable water |
| 157 | Material of construction |
| 158 | Body-CI,IS-210 grade FG 200 |
| 159 | Wedge-CI IS210 Grade FG200 |
| 160 | Spindle-Stainless steel AISI304 |
| 161 | Sheet and face Ring-SS ASTMA 743 Grade C.F.8 M |
| 162 | Channel& Shoe-S.S.AISI,.304 |
| 163 | Drain& Air plug-S.S.AISI.304 |
| 164 | Bushing arrangement-Halprene on bronze |
| 165 | Rivets-AISI:304 |
| 166 | Fasteners-MS |
| 167 | Motor Operated Sluice Valves |
| 168 | Sluice Valve 250 mm dia (Ref. UP Jal Nigam E&M SOR, 2020) |
| 169 | Sluice Valve 350 mm dia (Ref. UP Jal Nigam E&M SOR, 2020) |
| 170 | Reflux Valve |
| 171 | Reflux valve 250 mm dia N.B.(Ref. Attached SOR of IVC with CE (E/M), UP Jal Nigam Letter) |
| 172 | Pipings |
| 173 | Note : Regarding the size of pipes, Tee, Bend etc, contrctor is required to designed them self and may got it approved by the department before execution of works along with layout drawing taking 200mm pipe 30m and 300 mm pipe 15m with 7.1mm thickness.(Ref. MJP SOR, 2021-22) |
| 174 | 250 mm,thickness 6.4 mm delivery pipes for all three pumping plant |
| 175 | 350 mm,thickness 7.1 mm delivery pipes for all three pumping plant |
| 176 | Specials like bend, tee, D Joint etc.@ of 10% |
| 177 | Nut Bolt, Washer Rubber packing etc @ of 5% |
| 178 | INSTALLATION, TESTING & COMMISSIONING |
| 179 | Installation & Commissioning of all 3 Nos. Pump set,Piping & Valves as mentioned in above @10% of supplied items. |
| 180 | Electro magnetic flow meter |
| 181 | Suitable Electro magnetic flow metersuitable to measure 0 to 20 MLD flow to be fitted in 350 mm dia main header line. |
| 182 | Errection, commissioning,Testing charges of flow meter @10% |
| 183 | E.O.T. Crane |
| 184 | SITC of E.O.T. crane providing, erecting and commissioning single girder electrically operated rectangular over head travelling crane with 6 m lift complete with wire rope hoist, class II duty, all three motions electrically operated by suitable rating motor IP 54, control panel and down pendent control block. |
| 185 | Chequerred plate and guards |
| 186 | SITC of 3mm thick M.S chequerred plate over all the run of cables trenches to cover properly and M.S. grill and M.S. guard over all pipes ducts and other point where required as per site condition. |
| 187 | PAINTING |
| 188 | Painting of all pumps piping and valves with two coat enamel paint. |
| 189 | LIGHT WIRING & Electrification (Ref. UP Jal Nigam E&M SOR, 2019) |
| 190 | Complete Internal Electrification of LT Panel room with 2 Nos. Exhaust Fan |
| 191 | Complete Internal Electrification of HT Panel room with 2 Nos. Exhaust Fan |
| 192 | Water works Campus with Solar Panel and LED Light of 3 sets. |
| 193 | Supply of 1 No. Spare star delta starter, 1 Set Switch Fuse Unit and 100 met Cable suitable for 3000 lpm and 50 met head submersible pump Set. |
| 194 | 3 MONTHS TRIAL RUN OF PUMPING PLANT OF TUBEWELLS FOR ZONE-4 |
| 195 | 3 Months Trial Run Charges for 3 NosTubwells and other e&m equipments including chlorination during trial run |
| 196 | 3 MONTHS TRIAL RUN OF PUMPING PLANT AT CWR FOR ZONE-4 |
| 197 | 3 Months Trial Run Charges for CWR with all equipments including chlorination at CWR. |
