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| 1 | S.T.P. |
| 2 | for Civil work |
| 3 | Total station survey/DGPS of the project area, construction of level pillars at all important locations, soil investigation, designing (As per relevant seismic zone), supplying all materials, for construction of 7.00 MLD (with 2.25 peak factor) capacity Sewage Treatment Plant based on SBR technology with 6.50 KLD Co-treatment, consisting of Inlet / Stilling Chamber, Primary Treatment Units, SBR Basins, Chlorine Contact Tank, Chlorination House , Sludge Sump & Pump House, Centrifuge, H.T. Substation, D.G. set house, S.B.R. air blower room, necessary Piping work with required Valves, MCC & Control building cum Laboratory, Laboratory Equipments with necessary glass wares and chemicals etc., Security cabin, Staff Quarter (3 nos. type B,with all doors, windows fixtures and plumbing fittings & approved painting complete) , construction of boundary wall (as per site condition upto plinth level and as per departmental type design above plinth level), fixing of 3.60 m wide main gate & 1.20 m wide wicket gate, Construction of road in STP campus and cc approach road, 300x300 mm size drain, Construction of Artificial Recharging of Ground water.Supply of all materials ,Construction of 250.00 SqM Administrative Building, ( including internal and external water supply, sewerage system internal and external, fixing of Gates, doors , windows, electrification and power wiring, supply of all electric items such as fan, Air Conditioner , bulb, etc and supply of Chairs , Tables for all rooms and earth filling upto plinth lable as per direction by Engineer Incharge,etc. complete in all respect),Provision of Lighting in campus, land ecapping, leveling, dressing for development of STP/IPS works site and horticulture in campus as per direction of Engineer-in- charge including all materials, labour T&P etc complete.The desired treated effluent parameters are BOD<10 mg/l, COD<50 mg/l, TSS<20mg/l, TN<10 mg/l, TP (asp)<1 mg/l and Fecal Coliforms <100 MPN/100 ml or as per latest CPHEEO / NMCG / CPCB / UPPCB guidelines / Hon`ble NGT order / directions, including 3 months Trial & run after successful testing and commissioning complete in all respect for this project. all as per Scope of Work and detailed specifications. |
| 4 | Supply of all materials, labour T&P etc. for construction of boundary wall as per site condition upto plinth level and ap per departmental type design above plinth level at STP Campus required for proper completion of work.Supply and fixing of 3.60 m wide main gate & 1.20 m wide wicket gate including construction of pillars as per departmental type design including supply of all materials, labour, T&P etc. required for proper completion of works.Provide all meterial, labour, T&P etc. required for proper completion of work including leveling, dressing for development of STP/IPS works site.Earth filling in STP campus as per requiredment and as per direction of Engineer-in- charge .Supply of all materials, labour T&P etc. and construction of road in STP compound and approach Road upto STP Site, Construction of 300x300 mm size drain Supply of all materials ,Construction of Administrative Building, including internal and external water supply, sewerage system internal and external, fixing of Gates, doors , windows, electrification and power wiring, supply of all electric items such as fan, Air Conditioner , bulb, etc and supply of Chairs , Tables for all rooms and earth filling upto plinth lable as per direction by Engineer Incharge.upplying of all material, pipes, grates, etc. complete in all respect. Construction of Artificial Recharging of Ground water Through roof top rain water of buildings, supplying of all material, pipes, grates, etc. complete in all respect. (Unit Estimate Attached) Provision of Lighting in campus, land ecapping and aboriculture in campus as per direction of Engineer-in- charge including all materials, labour T&P etc complete. |
| 5 | M.P.S. (Main Pumping Station) |
| 6 | Design (hydraulic, structural & architectural), supply, construction, testing and commissioning all civil structures for 7.00 MLD average Flow with 2.25 peak factor capacity MPS including pumping out sub soil water, interconnection with Sump, including hydraulic testing, Metering room, H.T. panel room, Transformer and D.G. R.C.C.platform, R.C.C. screen channel, R.C.C. Gate valve chamber, R.C.C. Sluice valve chamber, R.C.C. Air valve chamber, R.C.C. common header chamber etc complete including all labor, material, specials, T&P etc complete for proper completion of work in all respect, all as per Scope of Work and detailed specifications. |
| 7 | Rising Main from MPS to STP and STP to Disposal place |
| 8 | Supply of following sizes DI pipes Class K-7 and Specials including all joints materials, such as bends, reducers, collars, rubber gaskets cartage to site store, loading, unloading, insurance, taxes exercise etc. |
| 9 | 300 mm dia |
| 10 | 400 mm dia |
| 11 | Excavation for sewer pipe line in ordinary/kankar soil in trenches with lift upto 1.5m and lead upto 50m refilling of excavated earth into trenches and removal and disposal of surplus earth with in a distance of 50m from centre of the trenches. |
| 12 | In ordinary soil (0.00-1.50) |
| 13 | Carting of following sizes of pipes and specials from store to site of works (within 8 Kms.) and lowering them into trenches and laying true to alignment including jointing, testing and cutting of pipes. |
| 14 | 400 mm dia |
| 15 | Making rubber gasket joints including all materials, labour, T&P etc. complete. |
| 16 | Supply of following sizes of CI D/F non rising GM spindle type scour valve with cap. Class-10 (working pressure 10 Kg./cm² conforming to IS:790 at site store. |
| 17 | 400 mm dia |
| 18 | Carting of scour valve of following sizes to site of work, lowering in already prepared trenches and fixing them in position, making flange joints including supply of all materials, such as bolts, nuts, rubber insertion, white lead, testing etc. complete. |
| 19 | 400 mm dia |
| 20 | Supply of all materials, labour, T&P etc. and construct scour valve chamber as per type design. |
| 21 | Masonary type |
| 22 | Supply of following size double ball CI air valves with gun metal sheet. |
| 23 | 50 mm dia |
| 24 | Cartage of following size double ball CI air valves with gun metal sheet. |
| 25 | 50 mm dia |
| 26 | Supply of all materials, labour, T&P etc. and construct air valve chamber as per type design. |
| 27 | Dismantling of roads for laying sewers including sorting out and stacking of serviciable materials, and diposal of unserviciable materials upto a distance of 60m and its reinstatement after filling and proper compaction of trenches. |
| 28 | Bitumen Road |
| 29 | CC Road |
| 30 | Interlocking Road |
| 31 | Permanent reinstatement of road including supply of all materials, labour, T&P etc. required for proper completion of work. |
| 32 | Bitumen Road |
| 33 | CC Road |
| 34 | Interlocking Road |
| 35 | TAPPING ARRANGEMENT AT DRAIN |
| 36 | Provision for coffer dam and required pumping to divert nala flow ( 1-5 mld) during construction of Nala flow during construction Nala cross wall (weir) Including supply of all materials, labour T&P and its maintenance complete including Construction of Temporary Drain. |
| 37 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 38 | 0.00 - 1.50 m |
| 39 | 1.50- 3.00 m |
| 40 | 1 :4:8 (1 cement : 4 coarse sand (zone-Ill) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 41 | 1.50-3.00 |
| 42 | Cement concrete with 20mm gauge stone ballast, coarse sand and cement in proportion 4:2:1 in foundation including supply of all materials, labour T&P etc. required for proper completion of work. |
| 43 | 1.50-3.00 |
| 44 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 45 | In foundation |
| 46 | Steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. mild steel and medium tensile steel bars |
| 47 | Supply and fixing of single face sluice gate of following size including construction of necessary RCC column cross beams and fixing and grouting of sluice gate in position true to alignment complete 1.5 x1.00m. |
| 48 | Sluice gate 1.5 x 1.0 m |
| 49 | Construction of necessary, fixing and grouting of sluice gates. |
| 50 | Disposal of surplus earth at proper place by truck upto a distance of 10 Km. including loading, unloading etc. all complete. |
| 51 | Fabricate, supply and fix MS ladder made of MS angle 60x60x6 and 20mm round bars etc. complete. |
| 52 | Provision for construction of board crested cement, concrete, weir in main nala for diversion of flow including supply of all materials, T&P etc. for proper completion of work. |
| 53 | Dismantling of nala RCC wall to make way for inlet of nala flow into the tapping channel including necessary repairs and removal and disposal of debries upto a distance of 50m and lift upto 5.0m complete. |
| 54 | COLLECTION CHAMBER AT DRAIN |
| 55 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 56 | 1 :4:8 (1 cement : 4 coarse sand (zone-Ill) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 57 | 3.00-6.00 M. |
| 58 | Cement concrete with 20mm gauge stone ballast, coarse sand and cement in proportion 4:2:1 in foundation including supply of all materials, labour T&P etc. required for proper completion of work. |
| 59 | 3.00-6.00 M. |
| 60 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 61 | Steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. mild steel and medium tensile steel bars |
| 62 | RCC DRAINS WITH COVERS |
| 63 | Construction of RCC Drain of Size (1.0 M X 2.0 M X 1.6 M) with RCC cover. Supply of all material complete in all respects. |
| 64 | INTERCEPTOR SEWER AND APPURTENANT WORKS |
| 65 | Providing and erecting 1.00 metre high temporary barricading at site as per drawing/ direction of Engineerin- Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge. (Note :- One time payment shall be made for providing barricading from start of work till completion of work i/c shifting. The barricading provided shall remain to be the property of the contractor on completion of the work). |
| 66 | Excavation for following depth below ground level for laying of sewers, manholes, gulley pits, sumps etc. in ordinary soil including cutting of joints pits, triming, dressing, leveling, refilling of trenches in 15 cm layer. @ 70% of total Quantity |
| 67 | (A) Ordinary soil |
| 68 | A. 0.00 - 1.50 m. depth |
| 69 | B. 1.50 - 3.00 m. depth |
| 70 | C. 3.00 - 4.50 m. depth |
| 71 | D. 4.50 - 6.00 m. depth |
| 72 | E. 6.00 - 7.50 m. depth |
| 73 | Granular bedding with well graded granular material including including suupply of material, labour, T&P etc. required for the proper completion of work |
| 74 | a. 0.00 - 1.50 m. depth |
| 75 | b. 1.50 - 3.00 m. depth |
| 76 | c. 3.00 - 4.50 m. depth |
| 77 | d. 4.50 - 6.00 m. depth |
| 78 | Cement concrete work in bedding below G.L. at specified depth with cement, coarse sand and 20 mm guage approved stone ballast (1:2:4) including supply of all materials, labour, T&P etc. required for proper completion of work. |
| 79 | b. 3.00 - 4.50 m. depth |
| 80 | c. 4.50 - 6.00 m. depth |
| 81 | c. 4.50 - 6.00 m. depth |
| 82 | PCC work in bedding below ground level at special depth with well graded crushed roack of gravel maximum size 25 mm or PCC 1:4:8 |
| 83 | c. 3.00 - 4.50 m. depth |
| 84 | d. 4.50 - 6.00 m. depth |
| 85 | e. 6.00 - 7.50 m. depth |
| 86 | Provide and fix open timbering (covering 1/3rd surface area by planks) in trenches for the depth from 0.00 to 3.00 m. below ground level consisting of 4.00 cm. thick approved country wood planks for polling boards (125 cm x 75 cm) Indian sal wood waller. |
| 87 | (a) 0.0 - 3.00 m |
| 88 | Same as above but for close timbering below ground level with 50 mm. Thick country wood planks 150 mm. X 75 mm. Indian sal wood walers and 125 mm. Thick sal ballies. |
| 89 | 3.00 - 6.00 m. depth |
| 90 | 6.00 - 9.00 m. depth |
| 91 | Same as items N. 6 but left in Trenchess (used timbering) @ 2 % |
| 92 | 3.00 - 6.00 m. depth |
| 93 | 6.00 - 9.00 m. depth |
| 94 | Supply of AC pipes for Destination Rate per meter in Rs. Any where in U.P. upto stores of consignees, including cost of one no. A,C. coupling with a set of 3 Rubber rings per pipe length, inclusive of all taxes and duties, third party inspection charges, packing and farwarding charges, transit insurance charges, road transportation charges etc |
| 95 | For AC Sewer Pipes Class-II |
| 96 | 200 mm dia |
| 97 | 250 mm dia |
| 98 | Supply of following type RCC NP-3/NP-4 pipe with SS ends with epoxy coating as per IS 458-2003 (Ammended upt ot date including all taxes (Central and local) with rubber gasket as per IS 5382/1985 or (Ammended up to date) including, transportation, labour required, transportation loading and unloading and stacking etc. (excluding cost of laying and jointing testing and commissioning) The pipe shall be ISI marked. |
| 99 | For RCC Sewer Pipes NP3/NP4 |
| 100 | 300 mm dia |
| 101 | 400 mm dia |
| 102 | 700 mm dia |
| 103 | 800 mm dia |
| 104 | 900 mm dia |
| 105 | Carting of following sizes of pipes including transportation, loading and unloading and R.C.C. non pressure pipes class NP3 Pipe socket/spigot rubber ring jointing and specials from store to the site of work lowering the same into trenches in the following depth below ground level, true to alignment, caulking the joints with necessary open yarn soaked. |
| 106 | For RCC NP-3/NP-4 Pipes |
| 107 | 200 mm. Dia |
| 108 | 0.00 - 1.50 m. depth |
| 109 | 1.50 - 3.00 m. depth |
| 110 | 250 mm. Dia |
| 111 | 1.50 - 3.00 m. depth |
| 112 | 3.00 - 4.50 m. depth |
| 113 | For RCC NP-3/NP-4 Pipes |
| 114 | 300 mm. Dia |
| 115 | 1.50 - 3.00 m. depth |
| 116 | 3.00 - 4.50 m. depth |
| 117 | 4.50 - 6.00 m. depth |
| 118 | 400 mm. Dia |
| 119 | 4.50 - 6.00 m. depth |
| 120 | 700 mm. Dia |
| 121 | 1.50 - 3.00 m. depth |
| 122 | 3.00 - 4.50 m. depth |
| 123 | 4.50 - 6.00 m. depth |
| 124 | 6.00 - 7.50 m. depth |
| 125 | 800 mm. Dia |
| 126 | 6.00 - 7.50 m. depth |
| 127 | 900 mm. Dia |
| 128 | 3.00 - 4.50 m. depth |
| 129 | 4.50 - 6.00 m. depth |
| 130 | Supply of all materials, labour and T&P and constructing Masonry Circular manhole with concentric cone at bottom top circular brick masonry in CM(1:4) with sulphate resistant cement with 12mm thick smooth plaster on both side in CM 1:4 with suphate resistant cement including foundation concrete 250mm thick and haunches and channels in CC 1:2:4 proportion, finishing channels in smooth rendering, providing C.I. foot steps, 1:2:4 coping and providing and fixing of approved make and quality SRRC frame as per IS-12592 and cover of 600 mm dia etc. with provision of placing and removing mild steel shoring box wherever required upto depth 4.95m and 9m respectively complete as directed by Engineer-in-charge. Following sizes as per type design and drawing. |
| 131 | 900 mm internal dia, 1.65 m deep |
| 132 | 1200 mm internal dia, 2.30 m deep |
| 133 | 1500 mm internal dia, 4.95 m deep |
| 134 | 1800 mm internal dia, 9.00 m deep |
| 135 | Increase/decrease in manhole shaft for every additional depth in following size of circular manhole. |
| 136 | 1800 mm internal dia, 9.00 m deep |
| 137 | Dismantling of roads for laying sewers including sorting out and stacking of serviciable materials, and diposal of unserviciable materials upto a distance of 60m and its reinstatement after filling and proper compaction of trenches. |
| 138 | Bitumen Road |
| 139 | PWD Bitumen Road |
| 140 | CC Road |
| 141 | Interlocking |
| 142 | Permanent reinstatement of road including supply of all materials, labour, T&P etc. required for proper completion of work. |
| 143 | Reinstatement of Road after Laying of pipe in Internal Bitumen Road including sand filling, GBM 125mm thick compacted layer, WBM 150mm thick, priming coat, bitumen emulsion over priming coat, BM 40mm thick and 25mm thick SDBC etc. (Detailed analysis attached) |
| 144 | Reinstatement of Road after Laying of pipe in Internal Bitumen Road including sand filling, GBM 125mm thick compacted layer, WBM 150mm thick, priming coat, bitumen emulsion over priming coat, BM 40mm thick and 25mm thick SDBC etc. (Detailed analysis attached) for PWD roads. |
| 145 | Reinstatement of C.C.Road 100mm thick in 1:2:4 cement fine sand & stone ballast 20mm guage with base concrete 150mm thick PCC1:4:8 with cement, coarse sand and 40mm guage stone ballast including all material, labour T & P etc. complete |
| 146 | Permanent reinstatement of interlocking tiles with 40 % new tiles (80mm thick M-30 Grade) over PCC 1:6:12 stone ballast 75mm thick including all material, Labour, T&P etc. complete. |
| 147 | Electrical and Mechanical Works of STP including co-treatment Plant |
| 148 | Cost of all electrical, mechanical & instrumentation at Inlet chamber, pre-Treatment units, Primary/Secondary treatments, Disinfection,Sludge thickening and Sludge dewatering. The STP shall be fully automatic based on PLC/ SCADA with real time remote monitoring system and Online effluent monitoring system with provision for access from state level Master Control Station having state of art turbo-blowers, inlet/outlet analysers, corrossion resistant (SS-316) motorised actuator operated gates. The STP shall also have flow meters installed at inlet, outlet and bypass, Level sensors, DO/PH/BOD/TSS Monitors in reactors,Inlet and outlet and other required instrumentations. The Cost also includes DG sets,Electric Substation, Transformers,STP's Pumps and HT/LT/Control Panels, Laboratory Equipments. |
| 149 | Electrical and Mechanical Works of MPS |
| 150 | H.T.Panel 11 KV floor mounting, single row type H.T. panel having 1 No. incoming and 2 Nos. outgoing VCB panels (Breaker and panel should be of same OEM) complete with insulated bus bars, all necessary metering, Trivector meter and safety equipments to be operated from SCADA also |
| 151 | Transformer: Oil type step down transformer suitable for out door installation and parallel operation for 200 KVA or suitable size,11/0.4 KV and as per latest amendment of IS 1180, Level II, with its all accessories and mountings complete.The transformer should be provided with off load circuit tapchanger for +10% to –10% in steps of 2.5% each.These tapings should be controlled by an externally operated off circuit tap changing switch. The temperature rise of winding by measuring resistance should not exceed 55ºC over an ambient of 45ºC maximum. The transformer should have cable box on HT/LT side for termination of cables. The vector group transformer will be DYN-11. |
| 152 | Main L.T. Panel 2mm thick MS sheet fabricated factory wired dust & vermin proof cubical and floor mounting type control panel comprising of following. Incoming panel- 3 nos. Reputed make cubical floor mounting extensible type panel complete with 4Pole air insulated aluminium Bus bar of 400 Amp. or suitable sizes with Incommer feeder from Transformer and DG sets 315 A or suitable size,50KA,MCCB 4 pole,Al BusBars, Digital Multifunction meter compatable toSCADA, metering, Protection CT's, IDMT 3O/C&1 E/F,indicating lamps,control fuse ,wiring etc.complete in all respect Housed in sheet steel cubical panel fitted with all above Load Distribution panel- Floor mounting extensible type cubical panel with common aluminium bus bar for 3 phase and one neutral comprising of suitable MCCB with over load trip, manual On/Off arrangement,indicating lamp, Ampere meter of suitable capacity, selector switch and internal wiring complete in all respect.(For 5 Nos. Pumps,1 for screens, 1 for Lighting, 1 for APFC) APFC Panel of suitable size Spare feeder for each 1 type Spare feeder of 63Amp.x2Nos and Spare feeder of 32 Ampx2 Nos |
| 153 | Supply and laying of 2run (1w+1s)95 sq mm or suitable size, AL, 3 core 11 KV grade XLPE cable from U.P.P.C.L Meter to H.T. panel to 11 KV incoming Panel and 11 KV out going panels to transformers. |
| 154 | Supply and laying of 1100 volt grade 240sq mm or suitable size, 3½ core PVC Armoured Aluminium cable from transformer to L.T. panel (2 run for each transformer) |
| 155 | Cable Jointing kit, lugs for above cable etc. complete |
| 156 | Double earthing of all sub-station equipments i.e HT Panel, transformer, LT Panel as per relevent IS Std/IEC Rules complete with salt, charcoal, G.I. earth electrode, C.I. earth boxes, G.I. watering pipe, G.I. earth strip of adequate capacity and labour . |
| 157 | Installation and commissioning of 11 KV/0.4 KV substations including HT Panels, Transformer, L.T. main control panel,cable etc complete including all labour T&P complete in all respect. |
| 158 | Provision for routine testing of equipments such as transformer, HT Panels and main LT Panel at manufacturer’s work’s and at site |
| 159 | Protection units i.e fire extiguishers, T&P and other safety gears for substation and pump house as per direction of E.I.C |
| 160 | Construction of foundations of Transformers and panels |
| 161 | Clearance from Director of Electrical safety. Govt of U.P. |
| 162 | Proper fencing of substation portion as per I.E. rules. |
| 163 | Suitable VFD starter For 24 X7 Running Hour with RS 485 Port suitable for integration with RTU to operate 80 HP or suitable size submersible pump set & control panel with PMU to meet the basic requirement of motor protections such as No volt and under voltage protection and thermal over load protection. panel are equipped to take signals from the thermistor in the windings, the seal monitor and the Reverse rotation trip device and automatic start/stop device according to level in the sump. |
| 164 | Suitable VFD starter For 24 X7 Running Hour with RS 485 Port suitable for integration with RTU to operate 20 HP or suitable size submersible pump set & control panel with PMU to meet the basic requirement of motor protections such as No volt and under voltage protection and thermal over load protection. panel are equipped to take signals from the thermistor in the windings, the seal monitor and the Reverse rotation trip device and automatic start/stop device according to level in the sump. |
| 165 | The Vertical submersible non clog pump should be single stage having two vanes semi open shrouded impeller coupled with submersible motor of 80 HP or suitable size Rating 400 Volt ±10%,3 phase 50 Hz, solid handling capacity 100 mm, suitable to pump raw sewage with an specific gravity 1.03 having following construction of material- Casing & suction Bowl: CI IS 210 FG 260 with suitable coating inside casing of 500 DFT, suitable for protection against corroison, erosion and prevent oxidation. Impeller: Duplex stainless steel CD4MCu (Chromium24.5% minimum, Carbon≤0.04%) as per ASTM A890 Gr1A or DIN 1.4474-EN 10088,Hardness 220-260 BHNPump Shaft: Stainless Steel: AISI 410 Wear Ring:/Neck Ring: Duplex stainless steel CD4MCu (Chromium 24.5% minimum , Carbon≤0.04%) its hardness to be 50 BHN less than impeller hardness'Pump and line shaft Sleeve: Stainless Steel with Ceramic coating strainer: SS 304 Coupling between Pump & Starter: Flexible Pin Bush Type Bearings : Anti friction L-10 with 60000 Hrs life Discharge of pump=95 lps Speed=960 Guide rail system of SS 316 for 80 HP or suitable size submersible pump sets comprises of guide pipe ,Pedestal, bracket, upper guide rail holder and lifting chain with D-Sackle etc complete for above pump set. |
| 166 | The Vertical submersible non clog pump should be single stage having two vanes semi open shrouded impeller coupled with submersible motor of 20 HP or suitable size Rating 400 Volt ±10%,3 phase 50 Hz, solid handling capacity 60 mm, suitable to pump raw sewage with an specific gravity 1.03 having following construction of material- Casing & suction Bowl: CI IS 210 FG 260 with suitable coating inside casing of 500 DFT, suitable for protection against corroison, erosion and prevent oxidation. Impeller: Duplex stainless steel CD4MCu (Chromium24.5% minimum, Carbon≤0.04%) as per ASTM A890 Gr1A or DIN 1.4474-EN 10088,Hardness 220-260 BHNPump Shaft: Stainless Steel: AISI 410 Wear Ring:/Neck Ring: Duplex stainless steel CD4MCu (Chromium 24.5% minimum , Carbon≤0.04%) its hardness to be 50 BHN less than impeller hardness'Pump and line shaft Sleeve: Stainless Steel with Ceramic coating strainer: SS 304 Coupling between Pump & Starter: Flexible Pin Bush Type Bearings : Anti friction L-10 with 60000 Hrs life Discharge of pump=45 lps Speed=960 Guide rail system of SS 316 for 20 HP or suitable size submersible pump sets comprises of guide pipe ,Pedestal, bracket, upper guide rail holder and lifting chain with D-Sackle etc complete for above pump set. |
| 167 | PLC Compatible Actuator based suitable for Sluice Valve 150 mm dia or suitable size (Material D.I.) |
| 168 | PLC Compatible Actuator based suitable for Sluice Valve 250 mm dia or suitable size (Material D.I.) |
| 169 | PLC Compatible Actuator Based Suitable for Sluice Valve 350 mm dia or suitable size(Material D.I.) |
| 170 | Reflux valve 150 mm dia N.B. or suitable size (Material D.I.) |
| 171 | Reflux valve 250 mm dia N.B. or suitable size (Material D.I.) |
| 172 | Dismantling joints. (Material D.I.) |
| 173 | D.I. Piping for delivery line and commonheader including bend, TEE, flanges, S.S. Nut Bolt and Rubber packing etc. complete |
| 174 | CE/UL Certified pressure transmitter for each Pumps and common header with necessary fittings |
| 175 | Supply, installation, testing and Commissioning of Suitable Electro magnetic flow metersuitable to measure 0 to 30 MLD flow to be fitted in 350 mm dia or suitable size main header line having following technical specification. |
| 176 | SITC of E.O.T. crane of 2 Tonne capacity along with gantry girders, chain pulley block and geared trolley suitable for 10 m span 15m clear lift complete in all respect for pump house. Detailed specifications are as below confirming to relevent I.S. |
| 177 | Installation & Commissioning of all Pump set, starters,Piping & Valves, Gauges as mentioned in above. |
| 178 | Painting of all piping with two coat enamel paint. |
| 179 | Radar type level Transmitter for wetwell and screen channel |
| 180 | internal and external electrification of Light wiring of pump house,Substation, L.T. control room including exhaust fan(2 Nos), Steel tubular poles (4 Nos.), LED Lights of suitable capacity for indoor and outdoor campus |
| 181 | S.I.T.C of suitable for handling peak capacity MultiRack mechanical bar screen having 20 mm clear gap between screen bar of S.S. 316 flat shall be 50mmx10mm size or any other suitable and angle of installation 70-80° duly followed with conveyor belt system including electric motor, starter, cable etc of suitable size in width |
| 182 | S.I.T.C. of suitable manual bar screen for handling peak capacity having 20mm clear gap between screen bar of S.S.316 flat shall be 50mmx10mm size and angle of installation 45° |
| 183 | S.I.T.C. of PLC/SCADA Compatible Actuator operated C.I.Sluice gate confirming to IS13349/92 or AWWA AC-501 having F shaped wall thimble rising spindle type flush bottom closure at upstream and downstream of screen channel |
| 184 | Supply of silent type DG set , engine ,alternator capable of developing 200 KVA or suitable size at 415+6% ,50Hz AC at.85 P.F. lagging and self exciting coupled with suitable BHPdiesel engine through flexible coupling and mounted on common base plate complete with fuel tank inside the acousting system and inbuilt control panel 12 volt lead acide Battery with lead silencer manual control panel & AVM pads D.G. set shall be mounted in open sky resting on the foundation as per the design. |
| 185 | Suitable AMF panel floor mounting type comprising of Ammeter/ Voltmeter with selector switch, power factor meter, short circuit protection of main supply, thermal over load protection, main supply voltage monitor short circuit protection relay, selector switch auto / manual/off, indicating lamps, push button start / stop / re-set etc. |
| 186 | Complete power wiring and earthing of D.G. set and AMF panel as per IER/PWD specification with necessary power and control cable, salt, charcoal, G.I. earth electrodes, watering pipe, C.I. earth boxes and G.I. earth strip of adequate size |
| 187 | Automation of MPS |
| 188 | CE & UL Certified RTU/PLC with redudant CPU & Power Supply in IP 54 enclosure suitable to communicate with GSM based modem unit with CPU & power supply with analog & digital parameters & features as specified. for SPS to store and transmit data on GSM Backbone. GSM/GPRS backbone. RTU/PLC designed with logic to transfer data at multiple stations as specified |
| 189 | GSM/GPRS based wireless communication 4G modem for RTUs/PLC capable to transfer data from remote site to CS with all accessories included with signal enhancer antenna made for pumping plant internet charges. |
| 190 | Intelligent energy meters |
| 191 | Auto phase reversal Unit 315 Amp or suitable size |
| 192 | CE/UL Certified Surge Protector for control panel |
| 193 | CE/UL Certified 7\\" HMl touch screen suitable to communicate with PLC/RTU,Local display and control of Parameters |
| 194 | Control panel with IP 54 protection, industrial grade for all equipments( Separate for control 24 V and power equipments |
| 195 | Complete cabling for SPS |
| 196 | Security Survelliance IP Camera |
| 197 | Installation,Testing and commissioning Please Enable Macros to View BoQ information |
