Uttar Pradesh State Industrial Development Corporation Limited-UPSIDC has published Tender For Upgradation ,Design, Survey, Engineering, Construction, Supply, Erection, Testing And Commissioning Of Pre Treatment Unit Of Existing (4 To 6) Mld Common Effluent Treatment Plant (Cetp) In Apparel Park At I.A Tds City Distt Ghaziabad. Submission Date for this Tender is 19-04-2023. Effluent Treatment Plant Tenders in Ghaziabad Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Earth work in excavation in ordinary soil in all type of foundationtrenches including dressing of the side and ramming of bottom lifts up to 1.5 m including getting out the excavation soil and disposal of surplusexcavated soil as direction with a lead of 50m |
| 2 | Depth from 0.0 to 1.50m below G.L. |
| 3 | Depth from 1.5 to 3.0m below G.L. |
| 4 | Depth from 3.0 to 4.5m below G.L. |
| 5 | Depth from 4.5 to 6.0m below G.L. |
| 6 | Depth from 6.0 to 7.5m below G.L. |
| 7 | Depth from 7.5 to 9.0m below G.L. |
| 8 | Depth from 9.0m below |
| 9 | 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 : 6 graded stone aggregate 20 mm nominal size). |
| 10 | Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. Providing M-30 grade concrete instead of M-25 grade BMC/ RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum)Excess/ less cement used as per design mix is payable/recoverable separately). (7997.30+69.75=8067.05 |
| 11 | Centering and shuttering including sturtting, propping, etc. and removal of form work for Foundations, Footings, Bases of Column |
| 12 | Centering and shuttering including sturtting, propping, etc. and removal of form work for Retaining Walls, Walls, Return Walls, Walls including Pilasters, Buttresses, Plinth and String Courses Fillets etc. |
| 13 | Centering and shuttering including sturtting, propping, etc. and removal of form work for Columns, Piers, Abutments, Pillars, Posts and Struts |
| 14 | Reinforcement for RCC works including straightening, cutting, bending, placing in position and binding all complete - Thermo-mechanically treated bars. |
| 15 | Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge.( for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) SS Ladder and SS Jall. |
| 16 | Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge.( for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) |
| 17 | 12 mm cement plaster of mix 1:6 (1 cement: 6 coarse sand). |
| 18 | 15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand) |
| 19 | Finishing walls with textured exterior paint of required shade - new work (2 or more coats applied @ 3.28 liters/10Sq.m.) over and including base coat of water proofing cement paint applied @ 2.20 Kg/10 Sq. m. |
| 20 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 150 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand |
| 21 | Providing and Laying rectified Glazed Ceramic Floor Tiles 300 mm x 300 mm or more (thk. to be specified by the manufacturer) of 1st quality confirming to IS 15622 of approved make in all colors, shades except white, ivory, grey, fume red brown, laid on 20mm tkh. cement mortar 1:4 ( 1 cement : 4 coarse sand) including pointing the joints with cement and matching pigmnets etc. complete. |
| 22 | Providing and laying intergal cement based water proofing including preparation of surface as required for treatment of roofs, balconies, tarraces, etc. |
| 23 | Minor Electrification Work |
| 24 | Sanitary Installation Work |
| 25 | Fire Fighting Work |
| 26 | Raw Sewage Pump House |
| 27 | Earth work in excavation in ordinary soil in all type of foundationtrenches including dressing of the side and ramming of bottom lifts up to 1.5 m including getting out the excavation soil and disposal of surplusexcavated soil as direction with a lead of 50m |
| 28 | Up to 1.50m |
| 29 | From 1.50 to 3.00 m |
| 30 | 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 : 6 graded stone aggregate 20 mm nominal size). |
| 31 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.(Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). |
| 32 | Centering and shuttering including sturtting, propping, etc. and removal of form work for Foundations, Footings, Bases of Column |
| 33 | Centering and shuttering including sturtting, propping, etc. and removal of form work for Retaining Walls, Walls, Return Walls, Walls including Pilasters, Buttresses, Plinth and String Courses Fillets etc. |
| 34 | Centering and shuttering including sturtting, propping, etc. and removal of form work for Columns, Piers, Abutments, Pillars, Posts and Struts |
| 35 | Reinforcement for RCC works including straightening, cutting, bending, placing in position and binding all complete - Thermo-mechanically treated bars. @ 120 kg/m3 of Concrete |
| 36 | 12 mm cement plaster of mix 1:6 (1 cement: 6 coarse sand). |
| 37 | 15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand) |
| 38 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade - new work (2 or more coats) over and including primimg coat with cement primer |
| 39 | Finishing walls with textured exterior paint of required shade - new work (2 or more coats applied @ 3.28 liters/10Sq.m.) over and including base coat of water proofing cement paint applied @ 2.20 Kg/10 Sq. m. |
| 40 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 150 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand |
| 41 | Providing and laying intergal cement based water proofing including preparation of surface as required for treatment of roofs, balconies, tarraces, etc. |
| 42 | Minor Electrification Work |
| 43 | Sanitary Installation Work |
| 44 | Fire Fighting Work |
| 45 | Primary Unit |
| 46 | Earth work in excavation in ordinary soil in all type of foundationtrenches including dressing of the side and ramming of bottom lifts up to 1.5 m including getting out the excavation soil and disposal of surplusexcavated soil as direction with a lead of 50m |
| 47 | Up to 1.50m |
| 48 | From 1.50 to 3.00 m |
| 49 | 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 : 6 graded stone aggregate 20 mm nominal size). |
| 50 | Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. Providing M-30 grade concrete instead of M-25 grade BMC/ RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum)Excess/ less cement used as per design mix is payable/recoverable separately). (7997.30+69.75=8067.05 |
| 51 | Centering and shuttering including sturtting, propping, etc. and removal of form work for Foundations, Footings, Bases of Column |
| 52 | Centering and shuttering including sturtting, propping, etc. and removal of form work for Retaining Walls, Walls, Return Walls, Walls including Pilasters, Buttresses, Plinth and String Courses Fillets etc. |
| 53 | Centering and shuttering including sturtting, propping, etc. and removal of form work for Columns, Piers, Abutments, Pillars, Posts and Struts |
| 54 | Reinforcement for RCC works including straightening, cutting, bending, placing in position and binding all complete - Thermo-mechanically treated bars. |
| 55 | Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge.( for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) |
| 56 | 12 mm cement plaster of mix 1:6 (1 cement: 6 coarse sand). |
| 57 | 15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand) |
| 58 | Finishing walls with textured exterior paint of required shade - new work (2 or more coats applied @ 3.28 liters/10Sq.m.) over and including base coat of water proofing cement paint applied @ 2.20 Kg/10 Sq. m. |
| 59 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 150 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand |
| 60 | Providing and Laying rectified Glazed Ceramic Floor Tiles 300 mm x 300 mm or more (thk. to be specified by the manufacturer) of 1st quality confirming to IS 15622 of approved make in all colors, shades except white, ivory, grey, fume red brown, laid on 20mm tkh. cement mortar 1:4 ( 1 cement : 4 coarse sand) including pointing the joints with cement and matching pigmnets etc. complete. |
| 61 | Supplying and stacking at site: Murum |
| 62 | Minor Electrification Work |
| 63 | Sanitary Installation Work |
| 64 | Fire Fighting Work |
| 65 | Oil & Grease removel system |
| 66 | Earth work in excavation in ordinary soil in all type of foundationtrenches including dressing of the side and ramming of bottom lifts up to 1.5 m including getting out the excavation soil and disposal of surplusexcavated soil as direction with a lead of 50m |
| 67 | 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 : 6 graded stone aggregate 20 mm nominal size). |
| 68 | Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. Providing M-30 grade concrete instead of M-25 grade BMC/ RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum)Excess/ less cement used as per design mix is payable/recoverable separately). (7997.30+69.75=8067.05 |
| 69 | Centering and shuttering including sturtting, propping, etc. and removal of form work for Foundations, Footings, Bases of Column |
| 70 | Centering and shuttering including sturtting, propping, etc. and removal of form work for Retaining Walls, Walls, Return Walls, Walls including Pilasters, Buttresses, Plinth and String Courses Fillets etc. |
| 71 | Reinforcement for RCC works including straightening, cutting, bending, placing in position and binding all complete - Thermo-mechanically treated bars. |
| 72 | 12 mm cement plaster of mix 1:6 (1 cement: 6 coarse sand). |
| 73 | 15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand) |
| 74 | Finishing walls with textured exterior paint of required shade - new work (2 or more coats applied @ 3.28 liters/10Sq.m.) over and including base coat of water proofing cement paint applied @ 2.20 Kg/10 Sq. m. |
| 75 | Providing and Laying rectified Glazed Ceramic Floor Tiles 300 mm x 300 mm or more (thk. to be specified by the manufacturer) of 1st quality confirming to IS 15622 of approved make in all colors, shades except white, ivory, grey, fume red brown, laid on 20mm tkh. cement mortar 1:4 ( 1 cement : 4 coarse sand) including pointing the joints with cement and matching pigmnets etc. complete. |
| 76 | Minor Electrification Work |
| 77 | Sanitary Installation Work |
| 78 | Machanical Works for CETP |
| 79 | Raw Sewage Pumping Station |
| 80 | Motorised Sluice Gates Size of Channel: 0.6 m Wide x 0.8 m Height Type of Mounting – Wall Thimble Mounted Type of Spindle - rising spindle Direction of opening – Upward Water Head – Seating / Unseating (For Extended spindle – 4m, For Self Contained as per Mfg. Standard) Class of Gate - Extended spindle - Class –II Type of operation – Electric Actuator (Integral Starter) Operating indication – Required Operating Height - 10m Material of Construction: Wall Thimble / Frame / Shutter and Slide - CI IS 210 Gr. FG 260 Seating faces / Wedge – SS316 / Bronze Stem (Spindle) /Stem nut - SS316 Yoke -MS |
| 81 | Mechanical Coarse Screen Size of Channel: 0.6 m Wide x 1.1 m SWD + 0.5FB Avg. Flow to Each Screen – 5 MLD Peak Flow to Each Screen- 12.5 MLD Type – Inclined Multi Rake Bar Screen Angle of Inclination – 75 deg. Clear Opening – 20mm Flat Size – 50x 10mm Bar Profile – Rectangular Operating Height / Chanel Depth – 10 m Material of Construction: Screen / Frame / Raked tines / Screen canopy / Chutes / Fasteners including Anchor bolts – SS316 (Dead Plate – 3mm Thick. Min) |
| 82 | Manual Coarse Screen Size of Channel: 0.6 m Wide x 1.1 m SWD + 0.5FB Avg. Flow to Each Screen – 5MLD Peak Flow to Each Screen- 12.5 MLD Type – Fix Bar Angle of Inclination – 45 deg. Clear Opening – 20mm Flat Size – 50x 10mm Bar Profile – Rectangular Material of Construction: SS316 |
| 83 | Raw Sewage Pumps Capacity -450 m3/hr @ 25 m head, Type – Submersible Non Clog Speed – Less than 1000 RPM Handle Solid Size – 100mm Specific Gravity – 1.05 Pump Efficiency – Min. 70% Operation - start and stop automatically based on the level in the wet well (VFD Suitable) Motor Cooling System – Cooling Jacket Accessories – Lifting Chain Bow Shackle at every 1m – 15m Length each Pump Guide Pipe with square Guide rail bar - 15m Length each Pump Cable Length – Min. 30m All required Pump Protection - Water Leakage Detector, Bearing Temperature Detector, Thermal Overload Protection, Seal Detector etc. Material of Construction: Pump Casing - CI FG 260; IS 210 to 2 to 3 %Ni. Motor Casing & other Parts - CI FG 260; IS 210 Impeller - CF8 M - SS 316 Rotor Shaft - SS 410 Auto coupling with Integral Bend - CI FG 260; IS 210 Lifting Chain / Guide Pipe – SS316 |
| 84 | FlatBelt Conveyor 0.6 m Wide x 5 m Long, MOC - SS304 |
| 85 | Chain Electrical Hoist with Trolley for Pump House 5 Ton, 5m Lift |
| 86 | Primary Treatment Units |
| 87 | Mechanical Fine Bar Screens Size of Channel: 0.6 m Wide x 1 m SWD + 0 .5m FB Avg. Flow to Each Screen –5 MLD Peak Flow to Each Screen- 12.5 MLD Type – Step Type Angle of Inclination – 45 deg. Clear Opening – 6mm Bar Thickness – 3mm Bar Profile – Rectangular Material of Construction: SS316 Operation-Automatic |
| 88 | Manual Fine Bar Screens Size of Channel: 0.6 m Wide x 1 m SWD +0 .5m FB Avg. Flow to Each Screen –5MLD Peak Flow to Each Screen- 5 MLD Type – Fix Bar Angle of Inclination – 45 deg. Clear Opening – 10mm Bar Thickness – 5mm Bar Profile – Rectangular Material of Construction: SS316 |
| 89 | Motorised Sluice Gates Size of Channel: 0.6m Wide x 0.8 m Height Type of Mounting – Wall Thimble Mounted Type of Spindle - rising spindle Direction of opening – Upward Water Head – Seating / Unseating (Self Contained as per Mfg. Standard) Class of Gate -Self Contained- Class-I Type of operation – Electric Actuator (Integral Starter) Operating indication – Required Material of Construction: Wall Thimble / Frame / Shutter and Slide - CI IS 210 Gr. FG 260 Seating faces / Wedge – SS316 / Bronze Stem (Spindle) /Stem nut - SS316 Yoke -MS |
| 90 | Flat Belt Conveyor 0.6 m Wide x 5 m Long, MOC - SS304 |
| 91 | Detritor Mechanism including Grit Collection Mechanism, Grit Classifier Mechanism & Organic Return Pumps Tank Size - 5 m x 4.5 m x 1 m Type of Mechanism – Mechanical Scraper & Screw Classifier MOC- Scraper Mechanism / Screw Classifier- SS316 |
| 92 | Motorised Sluice Gates for Grit Chamber and Bypass Size of Channel: 0.6 m Wide x 0.8 m Height Type of Mounting – Wall Thimble Mounted Type of Spindle - rising spindle Direction of opening – Upward Water Head – Seating / Unseating (Self Contained as per Mfg. Standard) Class of Gate -Self Contained- Class-I Type of operation – Electric Actuator (Integral Starter) Operating indication – Required Material of Construction: Wall Thimble / Frame / Shutter and Slide - CI IS 210 Gr. FG 260 Seating faces / Wedge – SS316 / Bronze Stem (Spindle) /Stem nut - SS316 Yoke -MS |
| 93 | Was Pump With Motor |
| 94 | WAS Pump with Moto Capacity -60 m3/hr @ 8 m head,Type – Submersible Non Clog Speed – Less than 1000 RPM Handle Solid Size – 100mm Specific Gravity – 1.05 Pump Efficiency – Min. 70% Operation - start and stop automatically based on the level in the wet well (VFD Suitable) Motor Cooling System – Cooling Jacket Accessories – Lifting Chain Bow Shackle at every 1m – 10m Length each Pump Guide Pipe with square Guide rail bar - 10m Length each Pump Cable Length – Min. 20m All required Pump Protection - Water Leakage Detector, Bearing Temperature Detector, Thermal Overload Protection, Seal Detector etc. Material of Construction: Pump Casing - CI FG 260; IS 210 to 2 to 3 %Ni. Motor Casing & other Parts - CI FG 260; IS 210 Impeller - CF8 M - SS 316 Rotor Shaft - SS 410 Auto coupling with Integral Bend - CI FG 260; IS 210 Lifting Chain / Guide Pipe – SS316 |
| 95 | Piping Work & Valves Works |
| 96 | Rising Main Piping |
| 97 | Lateral Piping |
| 98 | Rising Main Valve |
| 99 | Electrical & Instrumentation Work |
| 100 | LT Panels (PCC-, MCC -1 TO 4, LDB) |
| 101 | HT/LT Cables |
| 102 | HT/LT Cables Termination |
| 103 | HT/LT Cable Trays & Supports (MOC-AL) |
| 104 | Plant & office lighting with solar panel |
| 105 | Plant Earthing |
| 106 | Structural steel for supports to electrical installations |
| 107 | Safety Equipment"s |
| 108 | Erection hardware including consumables as required during erection. |
| 109 | Installation, Testing & Commissioning of Entire Plant |
| 110 | Design & Engineering and vetting for Civil Work |
| 111 | Design & Engineering and vetting for Machanical Work |
| 112 | Design & Engineering and vetting for Electrical & Instrumental work |
| 113 | Construction of chamber for 100mm sluices valve |
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