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| 1 | 12 MLD STP & 14.50 KLD Co- Treatment |
| 2 | Construction of Sewage Treatment Plant of 12.0 mld Capacity With 14.50 KLD Co-treatment including Pre-Treatment(Latest Independent Technology). The cost includes cost of suitable foundation, Inlet chamber, pre-Treatment units (including one stand-by unit), Primary/Secondary treatments, Disposal of treated sewage by gravity, Sludge thickening, Sludge dewatering. The STP shall be fully automatic based on PLC/ SCADA with real time remote monitoring system and Online effluent monitoring system with Analysers/sensors and Transmitters for parameters-BOD,COD,PH,Flow,TN,TP,AN/others as relevant at inlet & outlet 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/COD/TSS/ others as relevant for monitoring in reactors,Inlet and outlet and other required instrumentations including IP based CCTV cameras installed at various location during construction and O&M period. The Cost also includes : DG sets, Electric Substation,& Transformers- for complete STP and MPS load ,Pumps and HT/LT/Control Panels, Laboratory, Store room, admin block, Approach road including all complete works, Site development ,Cesspool Vehicles(capacity 4 KL & 1 KL : one no. each / as per design) , Boundary wall with gate as per Depatmental type design, Staff quarters and other required buildings including toilet for labours complete in all respect.(Price breakup - Civil works: 60% & E/M works : 40%) |
| 3 | Rising Main |
| 4 | Supply of following sizes DI pipes Class K-7 including all joints materials, such as rubber gaskets cartage to site store, loading, unloading, insurance, taxes exercise etc. |
| 5 | 300 mm dia |
| 6 | 500 mm dia |
| 7 | Supply DI specials such as bends, reducers, collars etc. including cartage, loading, unloading, taxes, exercise etc. complete |
| 8 | 300 mm dia |
| 9 | 500 mm dia |
| 10 | 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. |
| 11 | In ordinary soil (0.00-1.50) |
| 12 | In hard 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 | 300 mm dia |
| 15 | 500 mm dia |
| 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 | 300 mm dia |
| 18 | 500 mm dia |
| 19 | 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. |
| 20 | 300 mm dia |
| 21 | 500 mm dia |
| 22 | Supply of all materials, labour, T&P etc. and construct scour valve chamber as per type design. |
| 23 | Masonary type |
| 24 | Supply of following size double ball CI air valves with gun metal sheet. |
| 25 | 50 mm dia |
| 26 | Cartage of following size double ball CI air valves with gun metal sheet. |
| 27 | 50 mm dia |
| 28 | Supply of all materials, labour, T&P etc. and construct air valve chamber as per type design. |
| 29 | 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. |
| 30 | Bitumen Road |
| 31 | Interlocking |
| 32 | Permanent reinstatement of road including supply of all materials, labour, T&P etc. required for proper completion of work. |
| 33 | Bitumen Road |
| 34 | Interlocking |
| 35 | Intermediate Pumping Station 6 M Dia |
| 36 | Barricading of both side of trenches with the help of Balli, Bamboo etc. in three rows upto 1m high post should be fixed at 3m etc. including all labour, materials etc. complete as per direction of Enginner in charge measurement of barricading will be only one side. |
| 37 | Excavation in foundation in Oridinary soil including lift as specified and lead upto 50 m filling water and ramming of excavated earth, all T&P, labour, materials etc. complete for the proper completion of the work and as per direction of engineer in charge. |
| 38 | 0.00 - 1.50 M |
| 39 | 1.50 - 3.00 M |
| 40 | 3.00 - 4.50 M |
| 41 | 4.50 - 6.00 M |
| 42 | 6.00 - 7.50 M |
| 43 | 7.50 - 9.00 M |
| 44 | 9.00 - 10.50 M |
| 45 | Granular bedding with well graded granular material including including suupply of material, labour, T&P etc. required for the proper completion of work |
| 46 | 9.00 - 10.50 M |
| 47 | Cement concrete with 20mm gauge approved stone ballast, Coarse sand and cement in proportion 4:2:1 including supply of all materials, labour T&P etc. required for proper completion of work below GL |
| 48 | For Sump Well |
| 49 | 9.00 - 10.50 M |
| 50 | RCC work with cement, coarse sand and 20mm gauge stone ballast in proportion of 1:1½:3 (excluding cost of reinforcement and its bending) but including its fixing and binding with 0.50mm thick binding wire (to be supplied by the contractor) and necessary shuttering, supply of all materials, labour T&P etc. required for proper completion of work. |
| 51 | FOR SUMP RAFT |
| 52 | 9.00 - 10.50 M |
| 53 | RCC work with cement, coarse sand and 20mm gauge stone ballast in proportion of 1:1½:3 (excluding cost of reinforcement and its bending) but including its fixing and binding with 0.50mm thick binding wire (to be supplied by the contractor) and necessary shuttering, supply of all materials, labour T&P etc. required for proper completion of work. |
| 54 | RCC WALL |
| 55 | Above GL (0.00 - 3.00 m) |
| 56 | Wall Thickness = 0.40 M |
| 57 | 0.00 - 1.50 M (3.14 x 6.8 x 0.4)x1.5 |
| 58 | 1.50 - 3.00 M (3.14 x 6.8x0.40)x1.5 |
| 59 | Wall Thickness = 0.50 M |
| 60 | 0.00 - 1.50 M (3.14 x 6.5x0.50)x1.5 |
| 61 | 1.50 - 3.00 M (3.14 x 6.5x0.50)x1.5 |
| 62 | Wall Thickness = 0.60 M |
| 63 | 6.00 - 7.50 M (3.14 x 7.2x0.60)x1.5 |
| 64 | 7.50 - 9.00 M (3.14 x 7.2x0.60)x1.5 |
| 65 | 9.00 - 10.50 M (3.14 x 7.2x0.60)x1.5 |
| 66 | Same as above but in T-Beam slab and canti lever chajja in proportion 1:1.5:3 |
| 67 | Mild steel or iron work in plain work such as in RCC work wrought to required shape as necessary including bending for proper completion of the work including supply of the steel and wastage. |
| 68 | Supply and fixing of MS Railing over cantilever and lifting platform made of 50x50x6mm MS angle vertical posts 1 M high fixed at 1.20 M interval and 3 rows of MS flat 40 x 5mm welded to the vertical posts including fixing in slab and painting etc. complete. |
| 69 | Supply and fixing of steel ladder including supply of all materials, labour and T&P etc. complete for proper completion of work. |
| 70 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 71 | Apex painting over exposed part of sump well with 2 coats of approved apex paint over priming coat complete |
| 72 | Provision for MS jali to cover the chamber |
| 73 | PUMP HOUSE |
| 74 | First class brick work in 1:6 cement & Local sand mortar in foundation and plinth including supply of all materials, labour, T&P etc. required for the proper completion of the work. |
| 75 | RCC work with cement, coarse sand and 20mm gauge stone ballast in proportion of 1:1½:3 (excluding cost of reinforcement and its bending) but including its fixing and binding with 0.50mm thick binding wire (to be supplied by the contractor) and necessary shuttering, supply of all materials, labour T&P etc. required for proper completion of work. |
| 76 | Mild steel or iron work in plain work such as in RCC work wrought to required shape as necessary including bending for proper completion of the work including supply of the steel and wastage. |
| 77 | 12 mm thick plaster with cement and coarse sand mortar I:4 over brick work minimum thickness not to be less than 10 mm including supply of all material, labour T & P etc. required for proper completion of work. |
| 78 | Ornamental plaster on out side of PH =ai+aii-aiv-av |
| 79 | FLOORING |
| 80 | Kota Stone flooring in PH |
| 81 | 40mm thick 1:2:4 PCC floor with cement, coarse sand and 20mm gauge stone ballast without base concrete. |
| 82 | Supply and fixing of I.S.M.B. 250 and M.S. grill, door including one coat of redoxide and two coats of black Japan paint including fabrication, supply and fixing of chequered plates. |
| 83 | Provision for water proofing compound. |
| 84 | Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. |
| 85 | Supply of all materials, labour, T&P etc. for fabrication of M.S. flat grills in windows. |
| 86 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/ moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. |
| 87 | Door&Window |
| 88 | Supply of rubber matting. |
| 89 | Supply and fixing of exhaust fan. |
| 90 | Apex painting over exposed part of sump well with 2 coats of approved apex paint over priming coat complete |
| 91 | Enamel painting in door & windows including labour and material costs. |
| 92 | Provision of lightening conductor |
| 93 | M.S. Gratings |
| 94 | Main Pumping Station 8 M Dia |
| 95 | Barricading of both side of trenches with the help of Balli, Bamboo etc. in three rows upto 1m high post should be fixed at 3m etc. including all labour, materials etc. complete as per direction of Enginner in charge measurement of barricading will be only one side. |
| 96 | Excavation in foundation in Oridinary soil including lift as specified and lead upto 50 m filling water and ramming of excavated earth, all T&P, labour, materials etc. complete for the proper completion of the work and as per direction of engineer in charge. |
| 97 | 0.00 - 1.50 M |
| 98 | 1.50 - 3.00 M |
| 99 | 3.00 - 4.50 M |
| 100 | 4.50 - 6.00 M |
| 101 | 6.00 - 7.50 M |
| 102 | 7.50 - 9.00 M |
| 103 | 9.00 - 10.50 M |
| 104 | Granular bedding with well graded granular material including including suupply of material, labour, T&P etc. required for the proper completion of work |
| 105 | 9.00 - 10.50 M |
| 106 | Cement concrete with 20mm gauge approved stone ballast, Coarse sand and cement in proportion 4:2:1 including supply of all materials, labour T&P etc. required for proper completion of work below GL |
| 107 | For Sump Well |
| 108 | 9.00 - 10.50 M |
| 109 | RCC work with cement, coarse sand and 20mm gauge stone ballast in proportion of 1:1½:3 (excluding cost of reinforcement and its bending) but including its fixing and binding with 0.50mm thick binding wire (to be supplied by the contractor) and necessary shuttering, supply of all materials, labour T&P etc. required for proper completion of work. |
| 110 | FOR SUMP RAFT |
| 111 | 9.00 - 10.50 M |
| 112 | RCC work with cement, coarse sand and 20mm gauge stone ballast in proportion of 1:1½:3 (excluding cost of reinforcement and its bending) but including its fixing and binding with 0.50mm thick binding wire (to be supplied by the contractor) and necessary shuttering, supply of all materials, labour T&P etc. required for proper completion of work. |
| 113 | RCC WALL |
| 114 | Above GL (0.00 - 3.00 m) |
| 115 | Wall Thickness = 0.40 M |
| 116 | 0.00 - 1.50 M (3.14 x 6.8 x 0.4)x1.5 |
| 117 | 1.50 - 3.00 M (3.14 x 6.8x0.40)x1.5 |
| 118 | Wall Thickness = 0.50 M |
| 119 | 0.00 - 1.50 M (3.14 x 8.5x0.50)x1.5 |
| 120 | 1.50 - 3.00 M (3.14 x 8.5x0.50)x1.5 |
| 121 | Wall Thickness = 0.60 M |
| 122 | 6.00 - 7.50 M (3.14 x 9.2x0.60)x1.5 |
| 123 | 7.50 - 9.00 M (3.14 x 9.2x0.60)x1.5 |
| 124 | 9.00 - 10.50 M (3.14 x 9.2x0.60)x1.5 |
| 125 | Same as above but in T-Beam slab and canti lever chajja in proportion 1:1.5:3 |
| 126 | Mild steel or iron work in plain work such as in RCC work wrought to required shape as necessary including bending for proper completion of the work including supply of the steel and wastage. |
| 127 | Supply and fixing of MS Railing over cantilever and lifting platform made of 50x50x6mm MS angle vertical posts 1 M high fixed at 1.20 M interval and 3 rows of MS flat 40 x 5mm welded to the vertical posts including fixing in slab and painting etc. complete. |
| 128 | Supply and fixing of steel ladder including supply of all materials, labour and T&P etc. complete for proper completion of work. |
| 129 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 130 | Apex painting over exposed part of sump well with 2 coats of approved apex paint over priming coat complete |
| 131 | Provision for MS jali to cover the chamber |
| 132 | PUMP HOUSE |
| 133 | First class brick work in 1:6 cement & Local sand mortar in foundation and plinth including supply of all materials, labour, T&P etc. required for the proper completion of the work. |
| 134 | RCC work with cement, coarse sand and 20mm gauge stone ballast in proportion of 1:1½:3 (excluding cost of reinforcement and its bending) but including its fixing and binding with 0.50mm thick binding wire (to be supplied by the contractor) and necessary shuttering, supply of all materials, labour T&P etc. required for proper completion of work. |
| 135 | Mild steel or iron work in plain work such as in RCC work wrought to required shape as necessary including bending for proper completion of the work including supply of the steel and wastage. |
| 136 | 12 mm thick plaster with cement and coarse sand mortar I:4 over brick work minimum thickness not to be less than 10 mm including supply of all material, labour T & P etc. required for proper completion of work. |
| 137 | Ornamental plaster on out side of PH =ai+aii-aiv-av |
| 138 | FLOORING |
| 139 | Kota Stone flooring in PH |
| 140 | 40mm thick 1:2:4 PCC floor with cement, coarse sand and 20mm gauge stone ballast without base concrete. |
| 141 | Supply and fixing of I.S.M.B. 250 and M.S. grill, door including one coat of redoxide and two coats of black Japan paint including fabrication, supply and fixing of chequered plates. |
| 142 | Provision for water proofing compound. |
| 143 | Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. |
| 144 | Supply of all materials, labour, T&P etc. for fabrication of M.S. flat grills in windows. |
| 145 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/ moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. |
| 146 | Door&Window |
| 147 | Supply of rubber matting. |
| 148 | Supply and fixing of exhaust fan. |
| 149 | Apex painting over exposed part of sump well with 2 coats of approved apex paint over priming coat complete |
| 150 | Enamel painting in door & windows including labour and material costs. |
| 151 | Provision of lightening conductor |
| 152 | M.S. Gratings |
| 153 | 2 Nos Collection Chamber at Drain |
| 154 | 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. |
| 155 | 1 :5:10 (1 cement : 5 coarse sand (zone-Ill) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 156 | 3.00-6.00 M. |
| 157 | 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. |
| 158 | 3.00-6.00 M. |
| 159 | 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). |
| 160 | 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 |
| 161 | 2 Nos Tapping Arrangement at Drain |
| 162 | Provision for coffer dam and required pumping to divert nala flow during construction of Nala flow during construction Nala cross wall (weir) Including supply of all materials, labour T&P and its maintenance complete including Construction of Temporary Drain. |
| 163 | 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. |
| 164 | 0.00 - 1.50 m |
| 165 | 1.50- 3.00 m |
| 166 | 1 :5:10 (1 cement : 5 coarse sand (zone-Ill) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 167 | 1.50-3.00 |
| 168 | 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. |
| 169 | 1.50-3.00 |
| 170 | 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). |
| 171 | In foundation |
| 172 | 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 |
| 173 | Supply and fixing of 1.50m wide and 1.00m high manual MS screen made of 10mm wide 20mm deep flat iron with angle frame 55x55x10mm |
| 174 | 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. |
| 175 | Sluice gate 1.5 x 1.0 m |
| 176 | Construction of necessary, fixing and grouting of sluice gates. |
| 177 | Fabricate, supply and fix MS ladder made of MS angle 60x60x6 and 20mm round bars etc. complete. |
| 178 | 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. |
| 179 | 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. |
| 180 | Effluent Sewer & Appurtenant |
| 181 | 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 |
| 182 | (A) Ordinary soil |
| 183 | 1.50 - 3.00 m. depth |
| 184 | (B) Same as item no 2a but excavation in soil mixed with kankar and boulders. @ 30% of total Quantity |
| 185 | 1.50 - 3.00 m. depth |
| 186 | Granular bedding with well graded granular material including including suupply of material, labour, T&P etc. required for the proper completion of work |
| 187 | 1.50 - 3.00 m. depth |
| 188 | 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. |
| 189 | 1.50 - 3.00 m. depth |
| 190 | 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 |
| 191 | 1.50 - 3.00 m. depth |
| 192 | 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. |
| 193 | For RCC Sewer Pipes NP3/NP4 |
| 194 | 1200 mm dia |
| 195 | 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. |
| 196 | For RCC NP-3/NP-4 Pipes |
| 197 | 1200 mm. Dia |
| 198 | 1.50 - 3.00 m. depth |
| 199 | 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. |
| 200 | 1800 mm internal dia, 9.00 m deep |
| 201 | Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 10 Kms. From the site of work and including watering, dressing etc. Rate to include the cost of all materials, labours T&P etc. required for proper completion of work. |
| 202 | Boundary Wall,Gate & Site Development IPS Campus |
| 203 | Supply of all materials, labour T&P etc. for construction of boundary wall as per departmental type design at IPS Campus required for proper completion of work. |
| 204 | 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.(IPS) |
| 205 | Supply of all materials, labour T&P etc. and construct Interlocking road in IPS compound. |
| 206 | Construction of 300x300 mm size drain at IPS campus |
| 207 | Provision of Lighting in campus as per direction of Engineer-in-charge including all materials , labour T&P etc complete. IPS Campus |
| 208 | Provision of land ecapping and aboriculture in campus as per direction of Engineer-in- charge including all materials, labour T&P etc complete. IPS Campus |
| 209 | E/M Works : |
| 210 | Main Pumping Station: |
| 211 | Pumping Plants- |
| 212 | SITC of Submersible non clog pumpset should be single stage having two vanes enclosed impeller coupled with submersible motor 3 phase 50 Hzof tentative 174 lps, 20 Mtr head /as per site requirement .Solid handling capacity 100mm, suitable to pump raw sewage with an specific gravity 1.03 .(2W + 2S) |
| 213 | Main Piping, Valves and Common Header- |
| 214 | SITC of Motor Operated Actuator with 400 mm dia Sluice Valve for Pumps |
| 215 | SITC of Motor Operated Actuator with 500 mm dia Sluice Valve for Pumps |
| 216 | SITC of DI D/F Reflux valve 400 mm dia |
| 217 | SITC of DI D/F Reflux valve 500 mm dia |
| 218 | SITC of Dismantelling Joint 400 mm |
| 219 | SITC of Dismantelling Joint 500 mm |
| 220 | Supply & Installation of Ductile Iron Main Pipings & fittings |
| 221 | Supply of Nut bolts, Washer(S.S.) & Rubber packing |
| 222 | L.T. Control Panel- |
| 223 | Supply & installation of 2mm thick MS sheet fabricated factory wired dust & vermin proof cubical and floor mounting type control panel compatible to SCADA to RS485 Port consisting APFC as following complete in all respect for MPS -INCOMMING (from UPPCL ,For DG ,01 spare ):- 03 no. MCCB/ACB motorized & microprocessor based suitable capcity with voltmeter with selectrer switch, amp. meter with selecter switch, Trivector meter indicating lamp, toggle switch instrument switch & extension type suitable Amp Bus bar.OUTGOING:-(i) Outgoing consist of required Amp. A.C.B./MCCB Scada compatible motorized & microprocessor based.- 05 Nos( 01 spare).For Auxiliary Load-(i) 3 No. 32 Amp. MCCB(ii) 1 No. 63 Amp. MCCB (iii) 2 No. 16 Amp. MCCB |
| 224 | SITC of Air Cooled The Variable frequency drive (VFD) shall be of a modern proven design, shall be fully digital, PLC/Microprocessor based, energy efficient, and shall provide very high reliability, high power factor, low harmonic distortion and low vibration and wear and noise, VFDs shall comply with the latest edition of IEEE 519 & IEC 61000 for both individual as well as total harmonic voltage and current distortion limits, VFD shall be capable of withstanding the thermal and dynamic stresses and the transient mechanical torque, resulting from short circuit. Any damage resulting from such a short circuit or internal fault shall be limited to the component concerned, VFD System shall maintain a power factor of 0.95 (minimum),Overall efficiency shall be minimum 96.5% for LV VFD, suitable for the LT motor offered for operation in AC three Phase 50Hz (+/- 5%), 415V(+/-10%) suitable to SCADA operation with RS485 port of following rating. |
| 225 | Rating Capacity 90 KW/suitable for relevant pumpsets. |
| 226 | S.I.T.C. of 500 mm dia CE/UL certified Electro magnetic flow meter suitable to measure flow to be fitted in 450 mm dia main header line having following technical specification. |
| 227 | S.I.T.C. of 3ton E.O.T. crane along with gantry girders, chain pulley block and geared trolley suitable for span & clear lift as per site reequirement complete in all respect for pump house. Detailed specifications are as below confirming to I.S. 3177 and I.S.3832. |
| 228 | Supply of Toolbox of 30\\"x18\\"x11\\"Fabricated from 18 Gauge MS sheet fully black painted comprising of followings.Ring Spanner of 12 PCs-1SetD/E Spanners of 12 PCs-1SetAdjustable wrench12\\"-1No.Pipe wrench 24\\"size-12No.Pipe wrench 18\\" size-1No.Pipe wrench 12\\" Size-1No.Bearing Puller-1No.Crimpling Tools upto 400mm² (Hydraulic Type)Heavy duty sockets 20mm to 50mm-1SetChain wrench 36\\"-2Nos.Omsiated plier-1No.L&Key set-1SetScrewdriver-1SetRotary oil pump 1 No. |
| 229 | Supply and Laying of 2R x 300 Sqmm / as suitable 3.5 core Aluminium conductor armoured cable from STP Control Panel to MPS Control Panel (2R x 100 m x 2 ) |
| 230 | Earthing complete in all respect. Earthing system shall executed as per IS : 3043 and I.E. rules. (for Motor Pump set, Control Panel and Mechanical screen) |
| 231 | Painting of all pumps piping and valves with two coat enamel paint. |
| 232 | Internal and External Electrification of Pump House and Control Room with exhaust fans as per requirement,complete in all respect. |
| 233 | Supply & Installation of Pole mounted solar based LED light |
| 234 | Bar Screens- |
| 235 | Manual Bar Screen- |
| 236 | Supply, fabrication ,fixing & testing of SS 316 Manual coarse bar screen with flat bar 50 mm x 10 mm spacing of bars 20-40 mm/as per design suitable for mounting in channel of specified size with inclination not more than 45 degree/as per design complete in all respect with Local puch button station as per technical specification suitable for upto 30 MLD flow. |
| 237 | Mechanical Bar screen- |
| 238 | Supply & Installation of Stainless Steel (SS 316) mechanical bar screen of peak capacity having clear gap between screen bar- 20 mm/as per design , size of SS flat shall be 50 mm x 10 mm, angle of installation - 70º/as per design duly followed with conveyer system, electric motor, starter, cable, panel, bins etc. with Differential level indicator transmitter as per site requirement complete in all respect. |
| 239 | Sluice Gate- |
| 240 | Supply & Installation of CI Sluice gate of sitting and unsitting head as per IS 13349 complete set with all gear arrangement and SS 316 Shaft etc as per requirement MOC shall be as below under-Wall thimble CI FG 200 IS 210Frame- CI FG 200 IS 210Shutter & Stiffeners- CI FG 200 IS 210Sear retainer war SS 316Wedge-CI IS210 Grade FG200Rubber seal EPDM rubberSpindle- SS 316Opening Nut- BronzeFasteners-SS-316Thrust Nut- SS-316 |
| 241 | Actuator for above Gates |
| 242 | Installation, testing and comissioning of pumping plant & associated all equipments as per approved drawing including chequerred plate and painting of pumping plant & main piping-valves. |
| 243 | Supply & Installation of CO2 type Fire extinguisher ISI mark confirming to IS 15683- 4.5 Kg. |
| 244 | Supply & Installation of Heavy Duty leak proof fire bucket as per IS 2546/1974 |
| 245 | Supply & Installation of Fire bucket stand for 6 bucket |
| 246 | Supply of Furniture for Plant Operator |
| 247 | Supply of Safety items like PPE Kit ,Gloves,Eye Protection ,Boots ,Fall Protection Gear,Equipment for confined space ,Hazardous Gasess Leak Detector etc asper Tender Doc. |
| 248 | Supply of 3 HP Dewatering Set, Complete in all respect including Supply, Installation, Testing & Commissioning for removal of Sludge/ Sewage water. |
| 249 | Trial Run for 3 months Period |
| 250 | Intermediate Pumping Station: |
| 251 | Pumping Plants- |
| 252 | SITC of Submersible non clog pumpset should be single stage having two vanes enclosed impeller coupled with submersible motor 3 phase 50 Hz, 36 lps, 17 Mtr Head/ as per site requirement.Solid handling capacity 100mm, suitable to pump raw sewage with an specific gravity 1.03. (2W + 2S) |
| 253 | Main Piping, Valves and Common Header- |
| 254 | SITC of Motor Operated Actuator with 200 mm dia Sluice Valve for Pumps |
| 255 | SITC of Motor Operated Actuator with 300 mm dia Sluice Valve for Pumps |
| 256 | Reflux Valve |
| 257 | SITC of DI D/F Reflux valve 200 mm dia |
| 258 | SITC of DI D/F Reflux valve 300 mm dia |
| 259 | SITC of Dismantelling Joint 200 mm |
| 260 | SITC of Dismantelling Joint 300 mm |
| 261 | Supply & Installation of Ductile Iron Main Pipings |
| 262 | Nut bolts, Washer(M.S.) & Rubber packing |
| 263 | L.T. Control Panel- |
| 264 | Supply & installation of 2mm thick MS sheet fabricated factory wired dust & vermin proof cubical and floor mounting type control panel compatible to SCADA to RS485 Port consisting APFC as following complete in all respect for MPS -INCOMMING (from UPPCL ,For DG ,01 spare ):- 03 no. MCCB/ACB motorized & microprocessor based suitable capcity with voltmeter with selectrer switch, amp. meter with selecter switch, Trivector meter indicating lamp, toggle switch instrument switch & extension type suitable Amp Bus bar.OUTGOING:-(i) Outgoing consist of required Amp. A.C.B./MCCB Scada compatible motorized & microprocessor based.- 07 Nos( 01 spare).For Auxiliary Load(i) 3 No. 32 Amp. MCCB(ii) 1 No. 63 Amp. MCCB (iii) 2 No. 16 Amp. MCCB |
| 265 | Supply & Installation of Air Cooled The Variable frequency drive (VFD) shall be of a modern proven design, shall be fully digital, PLC/Microprocessor based, energy efficient, and shall provide very high reliability, high power factor, low harmonic distortion and low vibration and wear and noise, VFDs shall comply with the latest edition of IEEE 519 & IEC 61000 for both individual as well as total harmonic voltage and current distortion limits, VFD shall be capable of withstanding the thermal and dynamic stresses and the transient mechanical torque, resulting from short circuit. Any damage resulting from such a short circuit or internal fault shall be limited to the component concerned, VFD System shall maintain a power factor of 0.95 (minimum),Overall efficiency shall be minimum 96.5% for LV VFD, suitable for the LT motor offered for operation in AC three Phase 50Hz (+/- 5%), 415V(+/-10%) suitable to SCADA operation with RS485 port of following rating. |
| 266 | Rating Capacity 18 KW/suitable for relevant pumpsets. |
| 267 | S.I.T.C. of 200 mm dia CE/UL certified Electro magnetic flow meter suitable to measure flow to be fitted in 300 mm dia main header line having following technical specification. |
| 268 | S.I.T.C. of 2 ton E.O.T. crane along with gantry girders, chain pulley block and geared trolley suitable for Span & clear lift as per site requirement complete in all respect for pump house. Detailed specifications are as below confirming to I.S. 3177 and I.S.3832. |
| 269 | Toolbox of 30\\"x18\\"x11\\"Fabricated from 18 Gauge MS sheet fully black painted comprising of followings.Ring Spanner of 12 PCs-1SetD/E Spanners of 12 PCs-1SetAdjustable wrench12\\"-1No.Pipe wrench 24\\"size-12No.Pipe wrench 18\\" size-1No.Pipe wrench 12\\" Size-1No.Bearing Puller-1No.Crimpling Tools upto 400mm² (Hydraulic Type)Heavy duty sockets 20mm to 50mm-1SetChain wrench 36\\"-2Nos.Omsiated plier-1No.L&Key set-1SetScrewdriver-1SetRotary oil pump 1 No. |
| 270 | Supply and Laying of 70 Sqmm. 3.5 core Aluminium conductor armoured cable from UPPCL T/F & DG to IPS Control Panel |
| 271 | Earthing complete in all respect. Earthing system shall executed as per IS : 3043 and I.E. rules. (for Motor Pump set, Control Panel and Mechanical screen) |
| 272 | Painting of all pumps piping and valves with two coat enamel paint. |
| 273 | Internal and External Electrification of Pump House and Control Room with exhaust fans as per requirement,complete in all respect. |
| 274 | Supply & Installation of Pole mounted solar based LED light |
| 275 | Manual Bar Screen- |
| 276 | Supply, fabrication ,fixing & testing of SS 316 Manual coarse bar screen with flat bar 50 mm x 10 mm spacing of bars 20-40 mm/as per design suitable for mounting in channel of specified size with inclination not more than 45 degree/as per design complete in all respect with Local push button station as per technical specification suitable for upto 5 MLD flow. |
| 277 | Mechanical Bar screen- |
| 278 | Supply & Installation of Stainless Steel (SS 316) mechanical bar screen of peak capacity having clear gap between screen bar- 20 mm/as per design , size of SS flat shall be 50 mm x 10 mm, angle of installation - 70º/as per design duly followed with conveyer system, electric motor, starter, cable, panel, bins etc. with Differential level indicator transmitter as per site requirement complete in all respect. |
| 279 | Sluice Gate- |
| 280 | S.I.T.C. of CI Sluice gate of sitting and unsitting had as per IS 13349 complete set with all gear arrangement and SS 316 Shaft etc as per requirement MOC shall be as below underWall thimble CI FG 200 IS 210 Shutter & Stiffeners- CI FG 200 IS 210Sear retainer war SS 316Wedge-CI IS210 Grade FG200Rubber seal EPDM rubberSpindle- SS 316Opening Nut- BronzeFasteners-SS-316Thrust Nut- SS-316 |
| 281 | Actuator for above gates |
| 282 | Installation, testing and comissioning of pumping plant & associated all equipments as per approved drawing including chequerred plate and painting of pumping plant & main piping-valves. |
| 283 | Supply & Installation of CO2 type Fire extinguisher ISI mark confirming to IS 15683- 4.5 Kg. |
| 284 | Heavy Duty leak proof fire bucket as per IS 2546/1974 |
| 285 | Supply & Installation of Fire bucket stand for 6 bucket |
| 286 | Supply of Furniture for Plant Operator |
| 287 | Supply of Safety items like PPE Kit ,Gloves,Eye Protection ,Boots ,Fall Protection Gear,Equipment for confined space ,Hazardous Gasess Leak Detector etc asper Tender Doc. |
| 288 | Supply of 3Hp Dewatering Set, Complete in all respect including Supply, Installation, Testing & Commissioning for removal of Sludge/ Sewage water. |
| 289 | Trial Run for 3 months Period |
| 290 | Supply & Installation of silent type DG set(for IPS) , engine ,alternator capable of developing. 50 KVA/as per requirement 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. |
| 291 | Supply & Installation of 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. |
| 292 | Supply & Installation of Anti-Vibration mountings |
| 293 | Supply of Exhaust pipe, fuel line and fuel tank |
| 294 | Supply of Spare parts for D.G. set |
| 295 | 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 |
| 296 | Construction of foundation of D.G. set and AMF panel |
| 297 | Installation of D.G. set and other accessories including commissioning and testing. |
| 298 | SCADA -MPS |
| 299 | SITC of CE & UL Certified PLC/RTU with redudant CPU & Power supply in IP 54 enclosure sutable to Communicate with GSM based modem unit with redudant CPU & Power Supply with annalog & digital Parameter & features as specified for each PS to store and transmit data on GSM backbone, RTU/PLC designed with logic to transfer sata at muliple stations as with control panel specified in tender technical specification. |
| 300 | SITC of G.S.M./G.P.R.S. based wireless communication with 4G modem for RTU/PLC capable to transfer & gather data from remote sites to control stations all accessories included with signal enhancer antenna made for pumping plant internet charges as specified in tender technical specification. |
| 301 | SITC of CE/UL Certified Intelligent Smart Energy Meter |
| 302 | SITC of Auto phase reversal Unit 315 Amp |
| 303 | SITC of CE/UL Certified Radar type Level Transmiter for MPS |
| 304 | SITC of CE/UL Certified Pressure transmitter for each pump. |
| 305 | SITC of CE/UL Certified Surge protector for control panel. |
| 306 | SITC of Security Survelliance IP Camera |
| 307 | SITC of CE/UL Certified 7\\" HMl touch screen suitable to communicate with PLC/RTU,Local display and control of parameters |
| 308 | SITC of Control panel with IP 54 protection, industrial grade for all equipments( Separate for control 24 V and power equipments). |
| 309 | SITC of CE/UL certified 3 KVA UPS with batteries as per specifications mentioned in technical bid document |
| 310 | Complete cabling of Scada works. |
| 311 | Installation, commissioning & testing of Automation related equipments for MPS. |
| 312 | SCADA-IPS |
| 313 | SITC of CE & UL Certified PLC/RTU with redudant CPU & Power supply in IP 54 enclosure sutable to Communicate with GSM based modem unit with redudant CPU & Power Supply with annalog & digital Parameter & features as specified for each PS to store and transmit data on GSM backbone, RTU/PLC designed with logic to transfer sata at muliple stations as with control panel specified in tender technical specification. |
| 314 | SITC of G.S.M./G.P.R.S. based wireless communication with 4G modem for RTU/PLC capable to transfer & gather data from remote sites to control stations all accessories included with signal enhancer antenna made for pumping plant internet charges as specified in tender technical specification. |
| 315 | SITC of CE/UL Certified Intelligent Smart Energy Meter |
| 316 | SITC of Auto phase reversal Unit |
| 317 | SITC of CE/UL Certified Radar type Level Transmiter for IPS |
| 318 | SITC of CE/UL Certified Pressure transmitter for each pump. |
| 319 | SITC of CE/UL Certified Surge protector for control panel. |
| 320 | SITC of Security Survelliance IP Camera |
| 321 | SITC of CE/UL Certified 7\\" HMl touch screen suitable to communicate with PLC/RTU,Local display and control of Parameters |
| 322 | SITC of Control panel with IP 54 protection, industrial grade for all equipments( Separate for control 24 V and power equipments). |
| 323 | SITC of CE/UL certified 3 KVA UPS with batteries as per specifications mentioned in technical bid document |
| 324 | Complete cabling of SCADA works. |
| 325 | Installation, commissioning & testing of Automation related equipments for IPS. |
| 326 | Trail run for STP for Operating Staff |
| 327 | Trail run for STP for Chlorine |
| 328 | Trail run for STP for Polymer |
| 329 | Trail run for STP/MPS for Diesel |
| 330 | Trail run for IPS for Operating Staff |
| 331 | Trail run for IPS for Diesel Please Enable Macros to View BoQ information |
