Tender For Construction Of Equalized Pit And Laying Of Sewer Line From O.T. Block, Laundry & Lab To Etp At Rbipmt Hospital In C-281/Clz-Const. Of Equalized Pit And Laying Of Sewer Line From O.T. Block, Laundry & Lab To Etp At Rbipmt Hospital In C-281/Clz, Delhi-Delhi

Construction Of Equalized Pit And Laying Of Sewer Line From O.T. Block, Laundry & Lab To Etp At Rbipmt Hospital In C-281 / Clz-Const. Of Equalized Pit And Laying Of Sewer Line From O.T. Block, Laundry & Lab To Etp At Rbipmt Hospital In C-281 / Clz; 1 Electrical Mr Items 2 Od7042 / 2023-2024:1 Package Effluent Treatment Plant Comprising Of Followings Units With Five Year Comprehensive Maintenance. 1.1- Sludge Drying Beds, Moc: Msep, Size = 0.6 X 0.6 X 0.35 M + Hb, Qty 2 Nos. 1.2 - Cogulation Tank, Moc: Msep, Size = 0.6 X 0.6 X 0.35 M + 0.5 M Free Board , Qty 1 No. 1.3 - Floculation Tank, Moc: Msep, Size = 0.6 X 0.6 X 0.30 M + 0.2 M Free Board , Qty 1 No. 1.4 - Tube Settler, Moc: Msep, Size = 0.75 X 0.6 X 1.05 M + Hb, Qty 2 Nos. 1.5 - Clear Water Tank, Moc: Msep, Size = 1.05 X 0.6 X 1.0 M + 0.2 M Free Board, Qty 1 No. 3 Od7043 / 2023-2024:Supply, Installation, Testing & Commissioning Of Non Clogging Type Pumps Having Ci Casing & Impeller Complete With All Accessories, Motor Of Required Capacity. Delivery Header With Isolation Valve, Pressure Gauge On Delivery Line With Isolation Cock, Level Controller ( With Wiring ) To Control The Level Of Sump Automatically With Five Year Comprehensive Maintenance. 2.1, Capacity, Kl / Hr - 1 2.2, Head, Meter - 10 Mtr 2.3, Type, Centrifugal Self Priming Non Clog Type 4 Od7044 / 2023-2024:Supplying, Installing, Testing & Commissioning Of Horizontal Centrifugal Filter Feed Pumps Ci Body, Ci Impeller, Ss Shaft, With Mechanical Seal Along With Coupled Motor, Pressure Gauge With Isolation Cock, Isolation Valve, Nrv On Delivery Line With Five Year Comprehensive Maintenance. 3.1, Capacity, Kl / Hr - 1 3.2, Head, Meter - 20 Mtr 3.3, Type, Centrifugal Monoblock Type Pump 5 Od7046 / 2023-2024:Supply, Installation, Testing And Commissioning Twin Type Air Blowers ( One Working & One Standby ) Capable Of Delivering 20M3 / Hr Of Free Air At 0.3Kg / Cm2 Driven Through Belt Or Directly Coupled Through Flexible Coupling To A Tefc Motor Including Base Frame With Five Year Comprehensive Maintenance. 4.1 Capacity Cum / Hr=20 4.2 Head Kg / Sqm 0.30 4.3 Type Twin Lobe 6 Od7048 / 2023-2024:Supplying, Installing, Testing And Commissioning Of Frp Vessel Filter. Filter Shall Include Media, Standard Fittings Like Pressure Gauges, Sampling Cock, Backwash, Rinse Drain, Vacuum Breaker, Including Frontal Piping With Five Year Comprehensive Maintenance. 5.1, Capacity, Kl / Hr- 1 5.2, Vessel Diameter, Meter 0.3 5.3, Height Of Vessel, Meter - 1.2 5.4, Moc, Frp 5.5, Accessory, The Unit Will Be Complete With Frontal Piping, Valves And First Lot Of Media 7 Od7051 / 2023-2024:Supplying, Installing, Testing And Commissioning Of Dosing System For Alum, Poly And Chlorine Dosing Consisting Of One Ldpe Tank Of 40 Litres Capacity With Five Year Comprehensive Maintenance. 6.1, Capacity, Liter, 40 6.2, Moc, Ldpe 8 Od7052 / 2023-2024:Sitc Of Air Piping Shall Comprise Of Pipes Droppers / Laterals With Upvc Header Complete With All Fitting Such As Tees, Crosses, Plugs, Sockets, Elbows, Reducer, Supporters & Clamps, Puddle Flange Etc Cutting Chases And Making Good.Contractor To Submit Detailed P& I Indicating There Propasal With Five Year Comprehensive Maintenance. Non Clog Type Air Dispersion System Capable Of Handling 3-5 Cfm Of Air With Oxygen Transfer With Efficiency Of 3-4% Per / Meter Water Depth. Air Dispersion Grid Shall Be Assembled In Modular Form So They Can Be Replaced / Repaired Easily From Platform At The Top ( Coarse Bubble Difusers ) All Piping To Complete The System 7.1, Type, Non Clog Segmented 7.2, Moc, Upvc 7.3, Quantity, Set, To Complete The System 9 Od7053 / 2023-2024:Sitc Of Control Panel Mcc With Five Year Comprehensive Maintenance. Design, Fabrication, Assembling, Wiring, Supply, Installation, Testing And Commissioning Of Motor Control Center Shall Be Fabricated Out Of 14 Gauge Crca Sheet Steel Double Door, Out Dood Compartment Panels Shall Be Treated With All Anticorrosive Process Before Painting As Per Specifications With 2 Coats Of Red Oxide Primer And Final Approved Shade Of Powder Coated Paint. 2 Nos. Earthing Terminals Shall Be Provided For 3 Phase, 4 Wire, 50 Hz Supply System. Lifting Hooks Shall Also Be Provided In Case Of Large Panels. Approval Shall Be Taken For Each Panel Before Fabrication With Five Year Comprehensive Maintenance Complete With All Switch Gear & Accessories As Per Attached Drawing. 8.1, Internal Electrical Components, 8.2, Cabling From Panel To Motor With Ms Conduit As Required. 8.3, Earthing, As Per Approved Drawings / Is Codes Or Engineer In Charge Instructions. 10 Od7054 / 2023-2024:Supply, Installation, Testing & Commissioning Tube Deck Media For Tube Settler Tank With Five Year Comprehensive Maintenance 11 122.1.29:Supply Of Xlpe Insulated Pvc Sheathed Al. Conductor Armoured Cable 1.1Kv Grade Conforming To Is-7098 Of Following Size:-4C*16 Sqmm 12 122.1.30:Supply Of Xlpe Insulated Pvc Sheathed Al. Conductor Armoured Cable 1.1Kv Grade Conforming To Is-7098 Of Following Size:-4C*25 Sqmm 13 Dar Electrical Items 14 7.5.2:Laying Of One Number Pvc Insulated And Pvc Sheathed / Xlpe Power Cable Of 1.1 Kv Grade Of Following Size In The Existing Rcc / Hume / Metal Pipe As Required.Above 35 Sq. Mm And Upto 95 Sq. Mm 15 7.6.1:Laying Of One Number Pvc Insulated And Pvc Sheathed / Xlpe Power Cable Of 1.1 Kv Grade Of Following Size In The Existing Masonry Open Duct As Required.Upto 35 Sq. Mm 16 7.7.1:Laying And Fixing Of One Number Pvc Insulated And Pvc Sheathed / Xlpe Power Cable Of 1.1 Kv Grade Of Following Size On Wall Surface As Required.Upto 35 Sq. Mm ( Clamped With 1Mm Thick Saddle ) 17 14.16.1.A:Supplying And Laying Of Following Size Dwc Hope Pipe Lsi Marked Along With All Accessories Like Socket, Bend, Couplers Etc. Conforming To Is 14930, Part Ii Complete With Fitting And Cutting, Jointing Etc.Direct In Ground ( 75 Em Below Ground Level ) Including Excavation And Refilling The Trench But Excluding Sand Cushioning And Protective Covering Etc. , Complete As Required.63 Mm Dia ( Od-63 Mm & Id-51 Mm Nominal ) 18 Civil Work 19 2.6.1: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 10 Sqm 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.All Kinds Of Soil 20 2.10.1.2:Excavating Trenches Of Required Width For Pipes, Cables, Etc Including Excavation For Sockets, And Dressing Of Sides, Ramming Of Bottoms, Depth Up To 1.5 M, Including Getting Out The Excavated Soil. And Then Returning The Soil As Required, In Layers Not Exceeding 20 Cm In Depth, Including Consolidating Each Deposited Layer By Ramming, Watering, Etc. And Disposing Of Surplus Excavated Soil As Directed, Within Alead Of 50 M:Pipes, Cables Etc. Exceeding 80 Mm Dia But Not Exceeding 300 Mm Dia 21 2.26.1:Extra For Every Additional Lift 1.5 M Or Part There Of In Excavation / Banking Excavated Or Stacked Materials.All Kinds Of Soil 22 4.1.10:Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level:1:5:10 ( 1 Cement : 5 Coarse Sand ( Zone-Iii ) Derived From Natural Sources : 10 Graded Stone Aggregate 40 Mm Nominal Size Derived From Natural Sources ) 23 5.1.2: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 ) Derived From Natural Sources : 3 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources ) 24 5.2.2:Reinforced Cement Concrete Work In Walls ( Any Thickness ) , Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts And Struts Etc. Above Plinth Level Upto Floor Five Level, Excluding Cost Of Centering, Shuttering, Finishing And Reinforcement :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 ) 25 5.9.1:Centering And Shuttering Including Strutting, Etc. And Removal Of Form For:Foundations, Footings, Bases Of Columns, Etc For Mass Concrete 26 5.9.2:Centering And Shuttering Including Strutting, Etc. And Removal Of Form For:Walls ( Any Thickness ) Including Attached Pilasters, Butteresses, Plinth And String Courses Etc. 27 5.9.3:Centering And Shuttering Including Strutting, Etc. And Removal Of Form For:Suspended Floors, Roofs, Landings, Balconies And Access Platform 28 5.9.5:Centering And Shuttering Including Strutting, Etc. And Removal Of Form For:Lintels, Beams, Plinth Beams, Girders Bressumers And Cantilevers 29 5.22.6:Steel Reinforcement For R.C.C Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Levelthermo - Mechanically Treated Bars Of Grade Fe-500D Or More 30 6.1.1:Brick Work With Common Burnt Clay F.P.S ( Non Modular ) Bricks Of Class Designation 7.5 In Foundation And Plinth In:Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) 31 6.4.1:Brick Work With Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Designation 7.5 In Superstructure Above Plinth Level Up To Floor V Level In All Shapes And Sizes In:Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) 32 10.25.2:Steel Work Welded In Built Up Sections / Framed Work, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer Using Structural Steel Etc. As Required.In Gratings, Frames, Guard Bar, Ladder, Railings, Brackets, Gates And Similar Works 33 13.4.1:12 Mm Cement Plaster Of Mix:1:4 ( 1 Cement : 4 Coarse Sand ) 34 13.5.1:15 Mm Cement Plaster On Rough Side Of Single Or Half Brick Wall Of Mix:1:4 ( 1 Cement : 4 Coarse Sand ) 35 13.16.1:6 Mm Cement Plaster Of Mix:1:3 ( 1 Cement : 3 Fine Sand ) 36 13.18:Neat Cement Punning 37 13.44.1:Finishing Walls With Water Proofing Cement Paint Of Required Shade:New Work ( Two Or More Coats Applied @ 3.84 Kg / 10 Sqm ) 38 11.26.1:Kota Stone Slab Flooring Over 20 Mm ( Average ) Thick Base Laid Over And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab, Including Rubbing And Polishing Complete With Base Of Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) 25 Mm Thick 39 11.27:Kota Stone Slab 20 Mm Thick In Risers Of Steps, Skirting, Dado And Pillars Laid On 12 Mm ( Average ) Thick Cement Mortar 1:3 ( 1 Cement : 3 Coarse Sand ) And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slabs, Including Rubbing And Polishing Complete. 40 15.2.1:Demolishing Cement Concrete Manually / By Mechanical Means Including Disposal Of Material Within 50 Metres Lead As Per Direction Of Engineer - In-Charge.Nominal Concrete 1:3:6 Or Richer Mix ( I / C Equivalent Design Mix ) 41 15.3:Demolishing R.C.C. Work Manually / By Mechanical Means Including Stacking Of Steel Bars And Disposal Of Unserviceable Material With In 50 Metres Lead As Per Direction Of Engineer -In-Charge. 42 15.7.4: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.In Cement Mortar 43 15.60:Disposal Of Building Rubbish / Malba / Similar Unserviceable, Dismantled Or Waste Materials By Mechanical Means, Including Loading, Transporting, Unloading To Approved Municipal Dumping Ground Or As Approved By Engineer-In-Charge, Beyond 50 M Initial Lead, For All Leads Including All Lifts Involved 44 19.1.2:Providing, Laying And Jointing Glazed Stoneware Pipes Class Sp - 1 With Stiff Mixture Of Cement Mortar In The Proportion Of 1:1 ( 1 Cement : 1 Fine Sand ) Including Testing Of Joints Etc. Complete:150 Mm Diameter 45 19.1.3:Providing, Laying And Jointing Glazed Stoneware Pipes Class Sp - 1 With Stiff Mixture Of Cement Mortar In The Proportion Of 1:1 ( 1 Cement : 1 Fine Sand ) Including Testing Of Joints Etc. Complete:200 Mm Diameter 46 19.2.2:Providing And Laying Cement Concrete 1:5:10 ( 1 Cement : 5 Coarse Sand : 10 Graded Stone Aggregate 40 Mm Nominal Size ) All - Round S.W. Pipes Including Bed Concrete As Per Standard Design:150 Mm Diameter S.W.Pipe 47 19.2.3:Providing And Laying Cement Concrete 1:5:10 ( 1 Cement : 5 Coarse Sand : 10 Graded Stone Aggregate 40 Mm Nominal Size ) All - Round S.W. Pipes Including Bed Concrete As Per Standard Design:200 Mm Diameter S.W. Pipe 48 19.6.3:Providing And Laying Non-Pressure Np2 Class ( Light Duty ) R.C.C. Pipes With Collars Jointed With Stiff Mixture Of Cement Mortar In The Proportion Of 1:2 ( 1 Cement : 2 Fine Sand ) Including Testing Of Joints Etc. Complete:250 Mm Dia R.C. C. Pipe 49 19.9.1.1:Constructing Brick Masonry Circulartype Manhole 0.91 M Internal Dia At Bottam And 0.56M Dia At To [ In Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) , In Side Cement Plaster 12 Mm Thick With Cement Mortar 1:3 ( 1 Cement: 3 Coarse Sand ) Finished With A Floating Coat Of Neat Cement, Foundation Concrete 1:3:6 Mix ( 1 Cement: 3 Coarse Sand: 6 Graded Stone Aggregate 40 Mm Nominal Size ) , And Making Necessarychannel In Cement Concrete 1:2:4 ( 1 Cement:2 Coarse Sand: 4 Graded Stone Aggregate 20 Mm Nominal Size ) Finished With A Floating Coat Of Neat Cement, All Complete As Per Standard Design:0.91 M Deep With S.F.R.C Cover And Frame ( Heavy Duty, Hd-20 Grade Designation ) 560 Mm Internal Diameter Conforming To Is: 12592, Total Weight Of Cover And Frame To Be Not Less Than 182 Kg, Fixed In Cement Concrete 1:2:4 ( 1 Cement: 2 Coarse Sand: 4 Graded Stone Aggregate 20 Mm Nominal Size ) Including Centering, Shuttering All Complete. ( Excavation, Foot Rests And 12 Mm Thick Cement Plaster At The External Surface Shall Be Paid For Separately ) :With Cement Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Designation 7.5 50 19.15.1:Providing M.S. Foot Rests Including Fixing In Manholes With 20X20x10 Cm Cement Concrete Blocks 1:3:6 ( 1 Cement : 3 Coarse Sand: 6 Graded Stone Aggregate 20 Mm Nominal Size ) As Per Standard Design.With 20X20 Mm Square Bar 51 19.21.2:Making Connection Of Drain Or Sewer Line With Existing Manhole Including Breaking Into And Making Goodthe Walls, Floors With Cement Concrete 1:2:4 Mix ( 1 Cement:2 Coarse Sand: 4 Graded Stone Aggregate 20 Mm Nominal Size ) Cement Plastered On Both Sides With Cement Mortar 1:3 ( 1 Cement: 3 Coarse Sand ) Finished With A Floating Coat Of Neat Cement And Making Necessary Channels For The Drain Etc. Complete.For Pipes 250 To 300 Mm Diameter 52 15.59:Dismantling Of Flexible Pavement ( Bituminous Courses ) By Mechanical Means And Disposal Of Dismantled Material Up To A Lead Of 1 Kilo Metre, As Per Direction Of Engineer-In-Charge. 53 2.25:Filling Available Excavated Earth ( Excluding Rock ) In Trenches, Plinth, Sides Of Foundation Etc. In Layers Not Exceeding 20 Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering, Lead Up To 50 M And Lift Up To 1.5 M. 54 16.42:Cement Concrete 1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 40 Mm Nominal Size ) In Pavements, Laid To Required Slope And Camber In Panels As Required Including Consolidation Finishing And Tamping Complete 55 19.6.4:Providing And Laying Non-Pressure Np2 Class ( Light Duty ) R.C.C. Pipes With Collars Jointed With Stiff Mixture Of Cement Mortar In The Proportion Of 1:2 ( 1 Cement : 2 Fine Sand ) Including Testing Of Joints Etc. Complete:300 Mm Dia R.C.C. Pipe 56 19.10.1:Extra Depth Circular Type Manhole 0.91 M Internal Dia ( At Bottom ) Beyound 0.91 M To 1.67 Mwith Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Designation 7.5 57 19.16:Providing Orange Colour Safety Foot Rest Of Minimum 6 Mm Thick Plastic Encapsulated As Per Is: 10910 On 12 Mm Dia Steeel Barconforming To Is:1786, Having Minimum Cross Section As 23 Mm X 25 Mm And Over Allminimum Length 263 Mm And Width As 165 Mm With Minimum 112 Mm Space Between Protruded Legs Having 2 Mm Tread On Top Surface By Ribbing Or Chequering Besides Necessary And Adequate Anchoring Projections On Tail Length On 138 Mm As Per Standard Drawing And Suitable To With Stand The Bend Test And Chemical Resistance Test As Per Specifications And Having Manufactures Permanent Identification Mark To Be Visible Even After Fixing Including Fixing In Manholes With 30X20x15 Cm Cement Concrete Block 1:3:6 ( 1Cement: 3 Coarse Sand: 6 Graded Stone Aggregate 20 Mm Nominal Size ) Complete As Per Design 58 19.19.4.1:Providing And Fixing In Position Pre-Cast R.C.C. Manhole Cover And Frame Of Required Shape And Approved Quality.Ehd - 35Circular Shape 560 Mm Internal Dia 59 19.27.1:Constructing Brick Masonry Road Gully Chamber 50X45x60 Cm With Bricks In Cement Mortar 1:4 ( 1 Cement: 4 Coarse Sand ) Including 500X450 Mm Pre- Cast R.C.C. Horizontal Grating With Frame Complete As Per Standard Design:With Common Burnt Clay F.P.S ( Non Modular ) Bricks Of Class Designation 7.5 60 19.21.3:Making Connection Of Drain Or Sewer Line With Existing Manhole Including Breaking Into And Making Goodthe Walls, Floors With Cement Concrete 1:2:4 Mix ( 1 Cement:2 Coarse Sand: 4 Graded Stone Aggregate 20 Mm Nominal Size ) Cement Plastered On Both Sides With Cement Mortar 1:3 ( 1 Cement: 3 Coarse Sand ) Finished With A Floating Coat Of Neat Cement And Making Necessary Channels For The Drain Etc. Complete.For Pipes 350 To 450 Mm Diameter 61 110.10:Providing And Fiving Name Board Made Of Ms Sheet 90X60cm, 1Mm Thick With Frame Of Ms Angle 50X50x6mm, Two Diagonal Braces At The Back Of The Sheet Of Ms Flat 40X6mm, Total Height Of The Board Above Ground Level 2.40M, Length Of Legs Below Ground 0.30M Embedded In Cc Block 1:2:4 ( 1 Cement: 2 Coarse Sand: 4 Graded Stone Aggregate 20Mm Nominal Size ) 30X30x45cm Including Excavation And Removal Of Surplus Earth With In 50M Lead, Applying Priming Coat Of Approved Steel Primer, Painting With Synthetic Enamel Paint Of Approved Quality And Lettering With Enamel Paint Of Approved Colour ( One Side ) As Per Drawing / Direction Of Engineer-In-Charge

INR 1180 /-

INR 148952.0 /-

INR 74.47 Lakhs /-

Work Name:Const. of Equalized Pit and laying of sewer line from O.T. Block, Laundry & Lab to ETP at RBIPMT Hospital in C-281/CLZ-Const. of Equalized Pit and laying of sewer line from O.T. Block, Laundry & Lab to ETP at RBIPMT Hospital in C-281/CLZ

Sl. No.	Item Description
1	Electrical MR Items
2	OD7042/2023-2024:1 Package Effluent Treatment Plant Comprising of followings units with five year Comprehensive Maintenance. 1.1- Sludge Drying beds, MOC: MSEP, Size = 0.6 x 0.6 x 0.35 m + HB, Qty 2 Nos. 1.2 - Cogulation Tank, MOC: MSEP, Size = 0.6 x 0.6 x 0.35 m + 0.5 m Free Board , Qty 1 No. 1.3 - Floculation Tank, MOC: MSEP, Size = 0.6 x 0.6 x 0.30 m + 0.2 m Free Board , Qty 1 No. 1.4 - Tube Settler, MOC: MSEP, Size = 0.75 x 0.6 x 1.05 m + HB, Qty 2 Nos. 1.5 - Clear Water Tank, MOC: MSEP, Size = 1.05 x 0.6 x 1.0 m + 0.2 m Free Board, Qty 1 No.
3	OD7043/2023-2024:Supply, installation, testing & commissioning of non clogging type pumps having CI casing & impeller complete with all accessories, motor of required capacity. Delivery header with isolation valve, pressure gauge on delivery line with isolation cock, level controller (with wiring) to control the level of sump automatically with five year Comprehensive Maintenance. 2.1, Capacity, KL/Hr - 1 2.2, Head, Meter - 10 mtr 2.3, Type, Centrifugal self priming Non clog type
4	OD7044/2023-2024:Supplying, installing, testing & commissioning of Horizontal centrifugal filter feed pumps CI Body, CI Impeller, SS Shaft, with mechanical seal along with Coupled motor, pressure gauge with isolation cock, Isolation valve, NRV on delivery line with five year Comprehensive Maintenance. 3.1, Capacity, KL/Hr - 1 3.2, Head, Meter - 20 mtr 3.3, Type, Centrifugal Monoblock type pump
5	OD7046/2023-2024:Supply, installation, testing and commissioning Twin type air blowers (one working & one standby) capable of delivering 20m3/hr of free air at 0.3kg/cm2 driven through belt or directly coupled through flexible coupling to a TEFC motor including base frame with five year Comprehensive maintenance. 4.1 capacity cum/hr=20 4.2 Head kg/sqm 0.30 4.3 Type Twin lobe
6	OD7048/2023-2024:Supplying, installing, testing and commissioning of FRP vessel filter. Filter shall include media, standard fittings like pressure gauges, sampling cock, backwash, rinse drain, vacuum breaker, including frontal piping with five year Comprehensive Maintenance. 5.1, Capacity, KL/Hr- 1 5.2, Vessel Diameter, meter 0.3 5.3, Height of vessel, meter - 1.2 5.4, MOC, FRP 5.5, Accessory, The unit will be complete with frontal piping, valves and first lot of media
7	OD7051/2023-2024:Supplying, installing, testing and commissioning of dosing system for alum, poly and chlorine dosing consisting of one LDPE tank of 40 litres capacity with five year Comprehensive Maintenance. 6.1, Capacity, Liter, 40 6.2, MOC, LDPE
8	OD7052/2023-2024:SITC of Air piping shall comprise of pipes droppers/laterals with uPVC Header complete with all fitting such as tees, crosses, plugs, sockets, Elbows, reducer,supporters & clamps, Puddle flange etc cutting chases and making good.Contractor to submit detailed P& I indicating there propasal with five year Comprehensive Maintenance. Non clog type air dispersion system capable of handling 3-5 cfm of air with oxygen transfer with efficiency of 3-4% per/meter water depth. Air dispersion grid shall be assembled in modular form so they can be replaced/repaired easily from platform at the top (Coarse bubble Difusers) All piping to complete the system 7.1, Type, Non clog segmented 7.2, MOC, uPVC 7.3, Quantity, set, To complete the system
9	OD7053/2023-2024:SITC of Control Panel MCC with five year Comprehensive Maintenance. Design, fabrication, assembling, wiring, supply, installation, testing and commissioning of motor control center shall be fabricated out of 14 gauge CRCA sheet steel Double door, out dood Compartment Panels shall be treated with all anticorrosive process before painting as per specifications with 2 coats of red oxide primer and final approved shade of powder coated paint. 2 Nos. earthing terminals shall be provided for 3 phase, 4 wire, 50 Hz supply system. Lifting hooks shall also be provided in case of large panels. Approval shall be taken for each panel before fabrication with five year Comprehensive Maintenance Complete with all Switch Gear & Accessories as per attached drawing. 8.1, Internal Electrical components, 8.2, Cabling from Panel to Motor with MS Conduit as Required. 8.3, Earthing, As per approved drawings / IS codes OR engineer in charge instructions.
10	OD7054/2023-2024:Supply, installation, testing & commissioning tube deck media for tube settler tank with five year Comprehensive Maintenance
11	122.1.29:Supply of XLPE insulated PVC sheathed Al. Conductor Armoured Cable 1.1KV grade conforming to IS-7098 of following size:-4C*16 sqmm
12	122.1.30:Supply of XLPE insulated PVC sheathed Al. Conductor Armoured Cable 1.1KV grade conforming to IS-7098 of following size:-4C*25 sqmm
13	DAR Electrical items
14	7.5.2:Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required.Above 35 sq. mm and upto 95 sq. mm
15	7.6.1:Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing masonry open duct as required.Upto 35 sq. mm
16	7.7.1:Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required.Upto 35 sq. mm (clamped with 1mm thick saddle)
17	14.16.1.a:Supplying and laying of following size DWC HOPE pipe lSI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 em below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc. , complete as required.63 mm dia (OD-63 mm & ID-51 mm nominal)
18	Civil Work
19	2.6.1: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 10 sqm 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.All kinds of soil
20	2.10.1.2:Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil. and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within alead of 50 m:Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia
21	2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil
22	4.1.10:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)
23	5.1.2: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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
24	5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level upto floor five level, excluding cost of centering, shuttering, finishing and reinforcement :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)
25	5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
26	5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
27	5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
28	5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
29	5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
30	6.1.1:Brick work with common burnt clay F.P.S (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand)
31	6.4.1:Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in:Cement mortar 1:4 ( 1 cement : 4 coarse sand)
32	10.25.2:Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
33	13.4.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand)
34	13.5.1:15 mm cement plaster on rough side of single or half brick wall of mix:1:4 ( 1 Cement : 4 coarse sand)
35	13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
36	13.18:Neat cement punning
37	13.44.1:Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm)
38	11.26.1:Kota stone slab flooring over 20 mm ( average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1:4 (1 cement : 4 coarse sand)25 mm thick
39	11.27:Kota stone slab 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement : 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.
40	15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
41	15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.
42	15.7.4: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.In cement mortar
43	15.60:Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved
44	19.1.2:Providing, laying and jointing glazed stoneware pipes class SP - 1 with stiff mixture of cement mortar in the proportion of 1:1 ( 1 cement : 1 fine sand) including testing of joints etc. complete:150 mm diameter
45	19.1.3:Providing, laying and jointing glazed stoneware pipes class SP - 1 with stiff mixture of cement mortar in the proportion of 1:1 ( 1 cement : 1 fine sand) including testing of joints etc. complete:200 mm diameter
46	19.2.2:Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all - round S.W. pipes including bed concrete as per standard design:150 mm diameter S.W.pipe
47	19.2.3:Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all - round S.W. pipes including bed concrete as per standard design:200 mm diameter S.W. pipe
48	19.6.3:Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand) including testing of joints etc. complete:250 mm dia R.C. C. pipe
49	19.9.1.1:Constructing brick masonry circulartype manhole 0.91 m internal dia at bottam and 0.56m dia at to[ in cement mortar 1:4 (1 cement : 4 coarse sand), in side cement plaster 12 mm thick with cement mortar 1:3 ( 1 cement: 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix ( 1 cement: 3 coarse sand: 6 graded stone aggregate 40 mm nominal size ), and making necessarychannel in cement concrete 1:2:4 ( 1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design: 0.91 m deep with S.F.R.C cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to IS: 12592, total weight of cover and frame to be not less than 182 kg, fixed in cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately):With cement burnt clay F.P.S. (non modular) bricks of class designation 7.5
50	19.15.1:Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) as per standard design.With 20x20 mm square bar
51	19.21.2:Making connection of drain or sewer line with existing manhole including breaking into and making goodthe walls, floors with cement concrete 1:2:4 mix( 1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 ( 1 cement: 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete.For pipes 250 to 300 mm diameter
52	15.59:Dismantling of flexible pavement ( bituminous courses ) by mechanical means and disposal of dismantled material up to a lead of 1 kilo metre, as per direction of Engineer-in-charge.
53	2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
54	16.42:Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size ) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete
55	19.6.4:Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand) including testing of joints etc. complete:300 mm dia R.C.C. pipe
56	19.10.1:Extra depth circular type manhole 0.91 m internal dia ( at bottom) beyound 0.91 m to 1.67 mWith common burnt clay F.P.S. ( non modular) bricks of class designation 7.5
57	19.16:Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS: 10910 on 12 mm dia steeel barconforming to IS:1786, having minimum cross section as 23 mm x 25 mm and over allminimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactures permanent identification mark to be visible even after fixing including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 ( 1cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) Complete as per design
58	19.19.4.1:Providing and fixing in position Pre-cast R.C.C. manhole cover and frame of required shape and approved quality. EHD - 35Circular shape 560 mm internal dia
59	19.27.1:Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 ( 1 cement: 4 coarse sand) including 500x450 mm pre- cast R.C.C. horizontal grating with frame complete as per standard design:With common burnt clay F.P.S(non modular) bricks of class designation 7.5
60	19.21.3:Making connection of drain or sewer line with existing manhole including breaking into and making goodthe walls, floors with cement concrete 1:2:4 mix( 1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 ( 1 cement: 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete.For pipes 350 to 450 mm diameter
61	110.10:Providing and fiving name board made of MS Sheet 90x60cm, 1mm thick with frame of MS angle 50x50x6mm, two diagonal braces at the back of the sheet of MS flat 40x6mm, total height of the board above ground level 2.40m, length of legs below ground 0.30m embedded in CC block 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size) 30x30x45cm including excavation and removal of surplus earth with in 50m lead, applying priming coat of approved steel primer, painting with synthetic enamel paint of approved quality and lettering with enamel paint of approved colour (one side) as per drawing/direction of Engineer-in-Charge