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| 1 | Excavation | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. 2.6.1 All kinds of soil |
| 2 | Earthfilling | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 3 | RCCbreaking | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 4 | PCC | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level - 1-3-6 (1 Cement -3 coarse sand (zone-III) - 6 graded stone aggregate 20 mm nominal size) |
| 5 | RCC | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level - 1-1.5-3 (1 cement - 1.5 coarse sand (zone-III)- 3 graded stone aggregate 20 mm nominal size) |
| 6 | SANDFILLING | Supplying and filling in plinth with sand under floors, including watering,ramming, consolidating and dressing complete. |
| 7 | STEELREINFORCEMENT | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level and below plinth level.5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 8 | SHUTTERINGBELOWPLINTHLEVEL | Centering and shuttering including strutting, propping etc. and removal of form as per directions of Engineer-in-charge at all leads and lift 5.9.1 in Foundations, footings, bases of columns (All the Below Plinth level) etc. |
| 9 | SHUTTERINGABOVEPLINTHLEVEL | Centering and shuttering including strutting, propping etc. and removal of form as per directions of Engineer-in-charge at all leads and lift 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts, (All the above Plinth level) |
| 10 | DRYSTONEPITCHING | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete |
| 11 | GROUTING | Providing and Grouting of pockets with cementitious grout Non Shrink of approved make by suitable means Free flowing pump curing etc Complete as per directions of Engineer in charge The payment shall be made on the basis of actual weight of approved grout used as per directions of Engineer in charge |
| 12 | CEMENTPUNNING | Neat cement punning. |
| 13 | DEMOLISHINGBRICKWORK | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge 15.7.4 In cement mortar |
| 14 | BRICKWORKCONSTRUCTION | Brick work with non modular fly ash bricks conforming to IS-12894, class designation 10 average compressive strength in super structure above plinth level up to floor V level in - |
| 15 | PAINTINGONWALLS | Finishing walls with textured exterior paint of required shade - 13.45.1 New work (Two or more coats applied at 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied at 2.20kg/ 10 sqm |
| 16 | FINISHPAINTONWALLS | Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489-2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additive New work (Two or more coats applied at 1.43 litre/10 sqm. Over and including priming coat of exterior primer applied at 0.90 litre/10 sqm. |
| 17 | CEMENTPLASTERING | 15 mm cement plaster with mix -1-6 (1 cement- 6 fine sand) at all heights and lead as per directions of Engineer-in-charge. |
| 18 | RANDOMRUBBLEMASONRY | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1-6-12 (1 cement - 6 coarse sand - 12 graded stone aggregate 20 mm nominal size) upto plinth level with 7.1.1 Cement mortar 1-6 (1 cement - 6 coarse sand) |
| 19 | COLLAPSABLESTEELSHUTTERING | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. |
| 20 | DESINGNINGPUMPFOUNDATION1 | Designing of RCC foundation for PERISTALTIC PUMP FOR Existing tank New 8V-2C/D/C with VFD 80/80 |
| 21 | DESINGNINGPUMPFOUNDATION2 | Designing of RCC foundation forPERISTALTIC PUMP FOR DECANTER SOLID DISCHARGE REPULPER TANK TO SDU DISSOLUTION TANK 65/65 |
| 22 | DESINGNINGPUMPFOUNDATION3 | Designing of RCC foundation for Centrifugal pump for pumping Decanter Centrate to SDU thickener 80/40 |
| 23 | DESINGNINGPUMPFOUNDATION4 | Designing of RCC foundation for Centrifuge feed Pump with VFD Alloy 20 80/40 |
| 24 | DESINGNINGPUMPFOUNDATION5 | Designing of RCC foundation for PERISTALTIC PUMP FOR H2SO4 Dosing with VFD 40/40 |
| 25 | DESINGNINGPUMPFOUNDATION6 | Designing of RCC foundation for Screw Pump |
| 26 | DESINGNINGPUMPFOUNDATION7 | Designing of RCC foundation for Pump from Liquid Centrate tank to Precipitation tank Alloy 20 80/40 |
| 27 | DESINGNINGPUMPFOUNDATION8 | Designing of RCC foundation for Cloth Wash Water Pump with Motor (4.3 LPM at4 bar) |
| 28 | DESINGNINGPUMPFOUNDATION9 | Designing of RCC foundation for Squeezing water Pump with Motor |
| 29 | DESINGNINGPUMPFOUNDATION10 | Designing of RCC foundation for Acidified water feed pump Alloy 20 for cake wash 50/40 |
| 30 | DESINGNINGPUMPFOUNDATION11 | Designing of RCC foundation for Press filter feed pump with VFD Centrifugal Alloy 20 40/25 |
| 31 | DESINGNINGPUMPFOUNDATION12 | Designing of RCC foundation for AI filtrate to dissolution by pump Alloy 20 50/25 |
| 32 | DESINGNINGPUMPFOUNDATION13 | Designing of RCC foundation for PERISTALTIC PUMP FOR Underflow with VFD 40/40 |
| 33 | DESINGNINGPUMPFOUNDATION14 | Designing of RCC foundation for Cloth wash water transfer pump Alloy 20 50/25 |
| 34 | DESINGNINGPUMPFOUNDATION15 | Designing of RCC foundation for Cloth wash thickener overflow transfer pump Alloy 20 50/25 |
| 35 | DESINGNINGPUMPFOUNDATION16 | Designing of RCC foundation for PERISTALTIC PUMP FOR pumping to thickener with VFD 65/65 |
| 36 | DESINGNINGPUMPFOUNDATION17 | Designing of RCC foundation for Flocculant Transfer Pump |
| 37 | DESINGNINGPUMPFOUNDATION18 | Designing of RCC foundation for Flocculant Dosing Pump |
| 38 | DESINGNINGPUMPFOUNDATION19 | Designing of RCC foundation for PERISTALTIC PUMP FOR NaoH Peristaltic pump with VFD 40/40 |
| 39 | DESINGNINGPUMPFOUNDATION20 | Designing of RCC foundation for PERISTALTIC PUMP FOR H2O2 Peristaltic pump with VFD 40/40 |
| 40 | DESINGNINGPUMPFOUNDATION21 | Designing of RCC foundation for PERISTALTIC PUMP FOR Thickener u/f pump with VFD 65/65 |
| 41 | DESINGNINGPUMPFOUNDATION22 | Designing of RCC foundation for PERISTALTIC PUMP FOR Pump to Existing HBF repulping and washing tank with VFD 40/40 |
| 42 | DESINGNINGPUMPFOUNDATION23 | Designing of RCC foundation for Hot water from rotary kiln to cooling tower pump CF8 |
| 43 | DESINGNINGPUMPFOUNDATION24 | Designing of RCC foundation for Cold water from cooling tower to Rotary kiln pump CF8 |
| 44 | DESINGNINGPUMPFOUNDATION25 | Designing of RCC foundation for H2O2 Unloading Pumps 80/50 |
| 45 | DESINGNINGPUMPFOUNDATION26 | Designing of RCC foundation for H2O2 Sump- Pumps 80/40 |
| 46 | DESINGNINGPUMPFOUNDATION27 | Designing of RCC foundation for H2O2 Transfer Pumps 80/50 |
| 47 | DESIGNINGTANKFOUNDATION1 | Designing of RCC foundation for Hot water insulated tank -SS 304L |
| 48 | DESIGNINGTANKFOUNDATION2 | Designing of RCC foundation for Solid Discharge tank for Decantor Solids with agitator 1No -SS-304L |
| 49 | DESIGNINGTANKFOUNDATION3 | Designing of RCC foundation for Decantor filtrate tank- SS-304L |
| 50 | DESIGNINGTANKFOUNDATION4 | Designing of RCC foundation for 15m3 Dissolution tank (EF) -SS316L |
| 51 | DESIGNINGTANKFOUNDATION5 | Designing of RCC foundation for H2SO4 Tank, 2m3 MS |
| 52 | DESIGNINGTANKFOUNDATION6 | Designing of RCC foundation for Liquid Centrate Tank, 15 m3 -SS316L |
| 53 | DESIGNINGTANKFOUNDATION7 | Designing of RCC foundation for Centrifuge Solid Discharge i.e AI Repulper tank SS316L |
| 54 | DESIGNINGTANKFOUNDATION8 | Designing of RCC foundation for AI Filtrate tank,2.0 m3 SS316L |
| 55 | DESIGNINGTANKFOUNDATION9 | Designing of RCC foundation for Acidified water Day tank SS316L |
| 56 | DESIGNINGTANKFOUNDATION10 | Designing of RCC foundation for High Density Spillage Thickener 1m X2.4 mSWD, 15 degree slope SS 316L |
| 57 | DESIGNINGTANKFOUNDATION11 | Designing of RCC foundation for Cloth wash tank SS316L |
| 58 | DESIGNINGTANKFOUNDATION12 | Designing of RCC foundation for Cloth wash Thickener overflow tank -SS-304L |
| 59 | DESIGNINGTANKFOUNDATION13 | Designing of RCC foundation for 15m3 Precipitation Tank ( Elevated Floor) SS316L |
| 60 | DESIGNINGTANKFOUNDATION14 | Designing of RCC foundation for High Density Thickener 4m X3m SWD SS 316L |
| 61 | DESIGNINGTANKFOUNDATION15 | Designing of RCC foundation for NaoH tanks -SS316L |
| 62 | DESIGNINGTANKFOUNDATION16 | Designing of RCC foundation for H2O2 tank -SS316L |
| 63 | DESIGNINGTANKFOUNDATION17 | Designing of RCC foundation for H2O2 unloading & Transfer tanks |
| 64 | DESIGNINGTANKFOUNDATION18 | Designing of RCC foundation for Thickener u/f tank SS316L |
| 65 | DESIGNINGTANKFOUNDATION19 | Designing of RCC foundation for Agitator for SDU Repulping Tank, 3 No. of capacity 10m3 (2.2 m Dia X 2.9 m H) |
| 66 | DESIGNINGTANKFOUNDATION20 | Designing of RCC foundation forAgitated Hot water insulated tank -SS 304L |
| 67 | DESIGNINGTANKFOUNDATION21 | Designing of RCC foundation for Agitated Solid Discharge tank for Decantor Solids with agitator 1No -SS-304L |
| 68 | DESIGNINGTANKFOUNDATION22 | Designing of RCC foundation for Agitated Decantor filtrate tank- SS-304L |
| 69 | DESIGNINGTANKFOUNDATION23 | Designing of RCC foundation for Agitated 15m3 Dissolution tank (EF) -SS316L |
| 70 | DESIGNINGTANKFOUNDATION24 | Designing of RCC foundation for Agitated Centrifuge Solid Discharge i.e AI Repulper tank SS316L |
| 71 | DESIGNINGTANKFOUNDATION25 | Designing of RCC foundation for Agitated Cloth wash tank SS316L |
| 72 | DESIGNINGTANKFOUNDATION26 | Designing of RCC foundation for Agitated 15m3 Precipitation Tank ( Elevated Floor) SS316L |
| 73 | DESIGNINGTANKFOUNDATION27 | Designing of RCC foundation for Agitated Thickener u/f tank SS316L |
| 74 | DESIGNINGOFEQUIPMENTFOUNDATION1 | Designing of RCC foundation for Decantor |
| 75 | DESIGNINGOFEQUIPMENTFOUNDATION2 | Designing of RCC foundation for Centrifuge |
| 76 | DESIGNINGOFEQUIPMENTFOUNDATION3 | Designing of RCC foundation for Press filter |
| 77 | DESIGNINGOFEQUIPMENTFOUNDATION4 | Designing of RCC foundation for Rotary kiln |
| 78 | DESIGNINGOFEQUIPMENTFOUNDATION5 | Designing of RCC foundation for Compressor |
| 79 | DESIGNINGOFEQUIPMENTFOUNDATION6 | Designing of RCC foundation for Bag filter |
| 80 | DESIGNINGOFEQUIPMENTFOUNDATION7 | Designing of RCC foundation for Pushh fan |
| 81 | DESIGNINGOFEQUIPMENTFOUNDATION8 | Designing of RCC foundation for Pull fan |
| 82 | DESIGNINGOFEQUIPMENTFOUNDATION9 | Designing of RCC foundation for Area Sump pumps |
| 83 | DESIGNINGOFSTRUCTURALPLATFORM | Designing of RCC foundations,design of Structural supports at 4.3 meter level for supporting tanks, centrifugal decantors, tower press etc.. ,on platform |
| 84 | DESIGNOFROOFSHEETING | Designing for Roof sheeting |
| 85 | ERECTIONOFEQUIPMENT1 | Erection along with alignment of PERISTALTIC PUMP FOR Existing tank New 8V-2C/D/C with VFD 80/80 |
| 86 | ERECTIONOFEQUIPMENT2 | Erection along with alignment of PERISTALTIC PUMP FOR DECANTER SOLID DISCHARGE REPULPER TANK TO SDU DISSOLUTION TANK 65/65 |
| 87 | ERECTIONOFEQUIPMENT3 | Erection along with alignment of Centrifugal pump for pumping Decanter Centrate to SDU thickener 80/40 |
| 88 | ERECTIONOFEQUIPMENT4 | Erection along with alignment of Centrifuge feed Pump with VFD Alloy 20 80/40 |
| 89 | ERECTIONOFEQUIPMENT5 | Erection along with alignment of PERISTALTIC PUMP FOR H2SO4 Dosing with VFD 40/40 |
| 90 | ERECTIONOFEQUIPMENT6 | Erection along with alignment of Screw Pump |
| 91 | ERECTIONOFEQUIPMENT7 | Erection along with alignment of Pump from Liquid Centrate tank to Precipitation tank Alloy 20 80/40 |
| 92 | ERECTIONOFEQUIPMENT8 | Erection along with alignment of Cloth Wash Water Pump with Motor (4.3 LPM at 4 bar) |
| 93 | ERECTIONOFEQUIPMENT9 | Erection along with alignment of Squeezing water Pump with Motor |
| 94 | ERECTIONOFEQUIPMENT10 | Erection along with alignment of Acidified water feed pump Alloy 20 for cake wash 50/40 |
| 95 | ERECTIONOFEQUIPMENT11 | Erection along with alignment of Press filter feed pump with VFD Centrifugal Alloy 20 40/25 |
| 96 | ERECTIONOFEQUIPMENT12 | Erection along with alignment of AI filtrate to dissolution by pump Alloy 20 50/25 |
| 97 | ERECTIONOFEQUIPMENT13 | Erection along with alignment of PERISTALTIC PUMP FOR Underflow with VFD 40/40 |
| 98 | ERECTIONOFEQUIPMENT14 | Erection along with alignment of Cloth wash water transfer pump Alloy 20 50/25 |
| 99 | ERECTIONOFEQUIPMENT15 | Erection along with alignment of Cloth wash thickener overflow transfer pump Alloy 20 50/25 |
| 100 | ERECTIONOFEQUIPMENT16 | Erection along with alignment of PERISTALTIC PUMP FOR pumping to thickener with VFD 65/65 |
| 101 | ERECTIONOFEQUIPMENT17 | Erection along with alignment of Flocculant Transfer Pump |
| 102 | ERECTIONOFEQUIPMENT18 | Erection along with alignment of Flocculant Dosing Pump |
| 103 | ERECTIONOFEQUIPMENT19 | Erection along with alignment of PERISTALTIC PUMP FOR NaoH Peristaltic pump with VFD 40/40 |
| 104 | ERECTIONOFEQUIPMENT20 | Erection along with alignment of PERISTALTIC PUMP FOR H2O2 Peristaltic pump with VFD 40/40 |
| 105 | ERECTIONOFEQUIPMENT21 | Erection along with alignment of PERISTALTIC PUMP FOR Thickener u/f pump with VFD 65/65 |
| 106 | ERECTIONOFEQUIPMENT22 | Erection along with alignment of PERISTALTIC PUMP FOR Pump to Existing HBF repulping and washing tank with VFD 40/40 |
| 107 | ERECTIONOFEQUIPMENT23 | Erection along with alignment of Hot water from rotary kiln to cooling tower pump CF8 |
| 108 | ERECTIONOFEQUIPMENT24 | Erection along with alignment of Cold water from cooling tower to Rotary kiln pump CF8 |
| 109 | ERECTIONOFEQUIPMENT25 | Erection along with alignment of H2O2 Unloading Pumps 80/50 |
| 110 | ERECTIONOFEQUIPMENT26 | Erection along with alignment of H2O2 Sump- Pumps 80/40 |
| 111 | ERECTIONOFEQUIPMENT27 | Erection along with alignment of H2O2 Transfer Pumps 80/50 |
| 112 | ERECTIONOFEQUIPMENT28 | Erection along with alignment of Hot water insulated tank -SS 304L |
| 113 | ERECTIONOFEQUIPMENT29 | Erection along with alignment ofSolid Discharge tank for Decantor Solids with agitator 1No -SS-304L |
| 114 | ERECTIONOFEQUIPMENT30 | Erection along with alignment of Decantor filtrate tank- SS-304L |
| 115 | ERECTIONOFEQUIPMENT31 | Erection along with alignment of 15m3 Dissolution tank (EF) -SS316L |
| 116 | ERECTIONOFEQUIPMENT32 | Erection along with alignment ofH2SO4 Tank, 2m3 MS |
| 117 | ERECTIONOFEQUIPMENT33 | Erection along with alignment of Liquid Centrate Tank, 15 m3 -SS316L |
| 118 | ERECTIONOFEQUIPMENT34 | Erection along with alignment of Centrifuge Solid Discharge i.e AI Repulper tank SS316L |
| 119 | ERECTIONOFEQUIPMENT35 | Erection along with alignment of AI Filtrate tank,2.0 m3 SS316L |
| 120 | ERECTIONOFEQUIPMENT36 | Erection along with alignment of Acidified water Day tank SS316L |
| 121 | ERECTIONOFEQUIPMENT37 | Erection along with alignment of High Density Spillage Thickener 1mX 2.4 mSWD, 15degree slope SS 316L |
| 122 | ERECTIONOFEQUIPMENT38 | Erection along with alignment of Cloth wash tank SS316L |
| 123 | ERECTIONOFEQUIPMENT39 | Cloth wash Thickener overflow tank -SS-304L |
| 124 | ERECTIONOFEQUIPMENT40 | Erection along with alignment of 15m3 Precipitation Tank ( Elevated Floor) SS316L |
| 125 | ERECTIONOFEQUIPMENT41 | Erection along with alignment of High Density Thickener 4mX 3m SWD SS 316L |
| 126 | ERECTIONOFEQUIPMENT42 | Erection along with alignment of NaoH tanks -SS316L |
| 127 | ERECTIONOFEQUIPMENT43 | Erection along with alignment of H2O2 tank -SS316L |
| 128 | ERECTIONOFEQUIPMENT44 | Erection along with alignment of H2O2 unloading & Transfer tanks |
| 129 | ERECTIONOFEQUIPMENT45 | Erection along with alignment of Thickener u/f tank SS316L |
| 130 | ERECTIONOFEQUIPMENT46 | Erection along with alignment of Agitator for SDU Repulping Tank, 3 No. of capacity 10m3 (2.2 m Dia X 2.9 m H) |
| 131 | ERECTIONOFEQUIPMENT47 | Erection along with alignment of Agitated Hot water insulated tank -SS 304L |
| 132 | ERECTIONOFEQUIPMENT48 | Erection along with alignment of Agitated Solid Discharge tank for Decantor Solids with agitator 1No -SS-304L |
| 133 | ERECTIONOFEQUIPMENT49 | Erection along with alignment of Agitated Decantor filtrate tank- SS-304L |
| 134 | ERECTIONOFEQUIPMENT50 | Erection along with alignment of Agitated 15m3 Dissolution tank (EF) -SS316L |
| 135 | ERECTIONOFEQUIPMENT51 | Erection along with alignment of Agitated Centrifuge Solid Discharge i.e AI Repulper tank SS316L |
| 136 | ERECTIONOFEQUIPMENT52 | Erection along with alignment of Agitated Cloth wash tank SS316L |
| 137 | ERECTIONOFEQUIPMENT53 | Erection along with alignment of Agitated 15m3 Precipitation Tank ( Elevated Floor) SS316L |
| 138 | ERECTIONOFEQUIPMENT54 | Erection along with alignment of Agitated Thickener u/f tank SS316L |
| 139 | ERECTIONOFEQUIPMENT55 | Erection along with alignment of Decantor |
| 140 | ERECTIONOFEQUIPMENT56 | Erection along with alignment of Centrifuge |
| 141 | ERECTIONOFEQUIPMENT57 | Erection along with alignment of Press filter |
| 142 | ERECTIONOFEQUIPMENT58 | Erection along with alignment of Rotary kelen |
| 143 | ERECTIONOFEQUIPMENT59 | Erection along with alignment of Compressor |
| 144 | ERECTIONOFEQUIPMENT60 | Erection along with alignment of Bag filter |
| 145 | ERECTIONOFEQUIPMENT61 | Erection along with alignment of Pushh fan |
| 146 | ERECTIONOFEQUIPMENT62 | Erection along with alignment of Pull fan |
| 147 | ERECTIONOFEQUIPMENT63 | Erection along with alignment of Area Sump pumps |
| 148 | ERECTIONOFSTEELSTRUCTURES | Fabrication& erection, painting of structural steel items |
| 149 | ERECTIONOFROOFSHEETS | Roof sheeting work (To be billed after completion of full work only) erection |
| 150 | ERECTIONOFEQUIPMENT64 | Erection along with alignment of Capacity 5MT, rope length - 12 meters |
| 151 | ERECTIONOFEQUIPMENT65 | Erection along with alignment of Capacity 2MT, rope length - 12 meters |
| 152 | ERECTIONOFEQUIPMENT66 | Erection along with alignment of Electric hoist Capacity 5MT, rope length - 12 meters |
| 153 | ERECTIONOFEQUIPMENT67 | Erection along with alignment of Electric hoist Capacity 2MT, rope length - 12 meters |
| 154 | SUPPLYOFSTEELSTRUCTURE | Supply of Structural steel of various sections as per approved design requirement |
| 155 | SUPPLYOFROOFSHEETS | Supply of Roof sheets - sheets of sizes 0.55mm thick , along with 2 number of 4 turbo ventilators |
| 156 | SUPPLYOFELECTRICHOIST1 | Supply of Electric hoist Capacity 5MT, rope length - 12 meters |
| 157 | SUPPLYOFELECTRICHOIST2 | Supply of Electric hoist Capacity 2MT, rope length - 12 meters |
| 158 | SUPPLYOFSTEAMPRS | Supply of Steam (automatic with manual over ride ) pressure reducing station size 80NB to reduce steam pressure from 3.5 bar - up to 1.2 bar for water heating |
| 159 | DESINGINGOFPIPERACK | Design of pipeline routing for process ,steam and instrumentation air and structural support. |
| 160 | ERECTIONACTIVITIESOFBAGFILTER | Putting a 1800mm diameter and 750mm height with flanges SS -316 cylinder insert in the existing bag filter with 1000 mm extension of 400 mm in suction and discharge side. |
| 161 | ERECTIONOFTANK | Erection of product holding tank. |
| 162 | DESIGNOFCOMPRESSORHOUSE | Compressor house design and erection |
| 163 | DESIGNOFBAGFILTERDUCT | Design of bag filter suction duct |
| 164 | SUBMISSIONOFFINALGAOFEQUIPMENTLAYOUT | Submission of final GA of equipment layout. |
