View Bid Results For Epoxy Grouting Tenders

We found 1305 Bid Results related to epoxy grouting tenders. You can find Contractor details who won epoxy grouting tenders along with contract details in Bid awards announcements section.

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Showing 1–27 of 1305 tenders matching your filters
1.
Defence #11478095 Technical Bid
Tender For Provision Of Certain Revenue And Minor Work At Age B/R Ii Under Ge(N) Patiala=- 1 Dismantling, Floor, Hearth Or Wall Tiling Including Cm (Bedding (But Not Backing), Removing Serviceable Tiles To Store & Rubbish Off The Premises Complete All As Specified And Directed 2 M&L For Single Charge, Vitrified, Stain & Scratch Resistant, Premium Quality Coloured Tiles Area Of Each Tiles Exceeding 0.42 Sqm But Not Exceeding 1.00 Sqm, In Floors Etc Mm And 8-10 Mm Thick, In Any Pattern Of Light & Dark Tiles As Approved, Laid Over 15 Mm Thick Screed In Cm (1:6) Epoxy Cartridge Tile Grout Using Filling The Joint Of Tiles Complete All As Specified.Note- Epoxy Black,Golden Colour,Complete All As Specified And Directed. 3 All As Per Item No 2 Above But As In Skirting Over 10 Mm Thick Rendering In Cm 1:4 Complete All As Specified And Directed. 4 M&L For Ceramic Glossy Finish, Joint Free Premium Quality Coloured Tiles 600 X 300 Mm And 8-9 Mm Thick, In Any Pattern Of Light & Dark/Highlighters Tiles Etc As Approved, On Vertical Surfaces Such As In Skirting/Dado Etc, Set And Including 10 Mm Thick Rendering In Cement Mortar (1:4) And Pointed In White Cement With Pigment To Match The Colour Of Tiles Complete All As Specified. 5 M & L For 15 Mm Thick Artificial Granite (Of Any Type) Work Steps, Jambs, Pillars, Window- Cills, Cooking Platforms And Like In Cement Mortar (1:4) Including Pointing In White Cement (1:2) Using Marble Dust With Admixture Of Pigment To Match With Shade Of Granite. Including Screed Bed Or Bedding Layer Of Mortar 20 Mm Thick For Laying Floor Finishes Complete All As Specified. 6 Providing And Laying Premium (1St) Quality Straight Edge, Ceramic Tiles Exterior Grade Scratch Resistance Of Size 300X300X7 To 8 Mm Thick In Floors Etc. In Any Shade And Design/Pattern Of Light & Dark Tiles Etc Set And Including 15 Mm Thick Rendering In Cement Mortar (1:6) And Pointed In White Cement With Pigment To Match Complete All As Specified. 7 Taking Up Or Down Existing Steel Tubing And Connections, 15Mm Bore Complete All As Specified. 8 S&F For Cpvc Pipe Fixed On Wall/Ceiling Or Laying In Floor Of 15Mm Bore Incl Fittings Complete All As Specified And Directed. 9 Taking Up Or Down Existing Steel Tubing And Connections, 20Mm Bore Complete All As Specified. 10 S&F For Cpvc Pipe Fixed On Wall/Ceiling Or Laying In Floor Of 20Mm Bore Incl Fittings Complete All As Specified And Directed. 11 S&F In Repair Angle Stop Cock With Wall Flange 15Mm Cast Copper Alloy, Screwed For Iron Pipe Or For Brass Ferrule Long Body.Make: Jaquar Cat Part No-Fon-40053Pm Or Equivalent In /Hindware/Kohlar. 12 S&F In Repair 15 Mm Bore Bib Cock With Wall Flange, Cast Copper Alloy, Chromium Plated, Fancy Type With Screwed Down, Screwed For Iron Pipe Or For Brass Ferrule Long Body.Make: Jaquar Cat Part No Opp-15037Pm Or Equivalent In/Hindware/Kohlar. 13 S&Fin Repair Brass Chromium Plated Basin Mixer For Mixing Hot & Cold Water Screwed Down For Iron Pipe Of 15Mm Bore All As Specified And As Directed. Make: Jaquar Cat Part No Orp-10011Bpm Or Equivalent In /Hindware/Kohlar 14 S&F In Repair 15Mm Cp Connection 600Mm Long Including Washer And Brass Nuts All As Specified. 15 S&F In Repair Europen Wc China Ware Coloured Cascade With Cistern And Complete Fitting.Make: Jaquar/Hindware/Kohlar 16 S&F In Repair Counter Top Wash Basin Of Size 600 X465Mm With Wash Basin Cabinet Size 600X455X600Mm Including Bottle Trap , Brass Waste Fitting Complete All As Specified. Make:-Cera/Hindware/Jaguar 17 S&F In Repair Toilet Roll Holder Stainless Steel Flap All As Specified. Make- Jaquar Cat Part No Can-1153S Or Equivalent In /Hindware/Kohlar 18 S&F In Repair Towelrack 600Mm Long With Lower Hanger (Stainless Steel) All As Specified.(Make: Jaquar Cat Part No Acn -1181S Or Equivalent In /Hindware/Kohlar 19 S&F In Repair Soap Dispenser With Glass Bottle (Stainless Steel) All As Specified. Make- Jaquar Cat Part No Acn -1135N As Equivalent /Hindware/Kohlar 20 S&F In Repair Soap Dish Holder With Glass (Stainless Steel) All As Specified. Make- Jaquar Cat Part No Akp -35731P Or Equivalent In /Hindware/Kohlar 21 S&Fin Repair Towel Ring Square With Round Flange (Stainless Steel) All As Specified. Make- Jaquar Cat Part No Acn -1121N Or Equivalent In /Hindware/Kohlar 22 S&F In Repair Healthfaucet With 1Mtr Long Easy Flex Tube In Chrome Finish And Wall Hook Of 15 Mm Bore With Cp Pipe Complete Set Of Make -Jaquar Cat Part No Ald - 565 Or Equivalent In Parryware/Prayag 23 S&F In Repair Looking Mirror 5Mm Thick Size 3.5X3.5 Feet Incl Stud And Fastners Complete All As Specified And Directed. 24 S&F In Double Arm Wall Mounted Reversible Plain/Magnifying (X3) Pivotal Mirror All As Specified. Jaquar Cat Part No Acn -1193N Or Equivalent In /Hindware/Kohlar 25 S&F In Repair Glass Shelf Corner With Bracket Of Size 225Mm X 225Mm Thickness Of Glass 6Mm) With Cp Brass Railing And Brass Screws.Make- Jaquar Cat Part No Acn -1173 Or Equivalent In /Hindware/Kohlar 26 S&F Grating Doom 125Mm Of Ptmt. 27 S & F In Repair Vitreous China Urinal Half Stall Type White (Excluding Flushing Cistern ) Including Waste Fitting, Waste Pipe Complete All As Specified.Make-Jaquar/Hindware/Kohlar 28 S&F Ms Work In Tubular/Pipe/Angle Sections For Frame Work For Roof, Vertical Poles, Rafters And Purlins Including Washer Etc Complete All As Directed. 29 S & F Pre-Painted Galvalume Aluminum Zinc Coating Gi Based Corrugated Steel Sheet 0.50 Mm Thick Of An Colour Having Tensile Strength Of 550 Mpa As In Roof Covering/Cladding To Wall,Fixed With Self Tapping Screws As Specified. ( Design Of Sheet As Mangalore Tiles Pattern In Red Colour ). 30 S & F Pre-Painted Galvalume Aluminum Zinc Coating Gi Based Plain Steel Sheet 0.50 Mm Thick Of An Colour Having Tensile Strength Of 550 Mpa As In Roof Covering/Cladding To Wall,Fixed With Self Tapping Screws As Specified. 31 M & L Two Coats Of Synthetic Enamel Paint Over A Coat Of Red Oxide Primer Incl Preparation Of New Surfaces Of Any Description Over 10 Cm Width Or Girth Complete All As Specified And As Directed. 32 M&L 25Mm Thick Factory Made Coloured Interlocking Designer Polished Floor Tiles (Ultra Pattern) Of Grade M-35 Of Shape And Size As Directed,And 100Mm X 100Mm Size Tiles Piece On Every Joint Of Tiles Flooring Laid Over & Including 20Mm Thick Screed Bed In Cement Mortar 1:4 Complete All As Specified And Directed . Note: Sample Shall Be Got Approved From Ge Before Commencement Of Work 33 S&F In Repair Stainless Steel Drapery Rod Of 20 Mm Inner Dia (In Lengths As Directed) Of & Including Decorative Finial At Both Ends And Pair Of S S Steel Brackets Fixed At Both Ends With Pvc Rawl Plug & Steel Screws On Walls/Beam, (Victorian Design)All As Specified & As Directed. Make -Sample Can Be Seen In The Office Of Engg-In-Charge For Checking And Quoting The Same 34 Demolition Of Cement Concrete Un -Reinforced In Ground Floors And Pavings N.Exc 15Cm Thickness Complete All As Specified. 35 M& L For 25Mm Thick Pcc 1:2:4 Type Bo Using 12.5 Mm Graded Stone Aggregate As In Floor Complete As Specified And Directed. 36 S & F 75 Mm Dia Pvc ( Swr ) Floor Trap, Plain With Grating Including Jointing With Solvent Cement Complete All As Specified. 37 S & F Floor Door Stopper Of Aluminium Alloy And Tongue, Anodised With Hard Drawn Steel Overall Length Of Cover Plate 140Mm.As In Repairs Complete All As Specified. 38 Dismantling Of Wall And Ceiling Board(Fiblre, Pulp, Insulation Etc) Any Thickness Including Cover Fillets Complete All As Specified And As Directed. 39 S & F Powder Coated Aluminum Alloy Interlocking Snap Grid Frame Work For False Ceiling Size 600Mm X 600Mm Consists Of Main Tee Runners Of Size 38Mm X 38Mm X 1.5Mm And Cross Tee Of Size 38Mm X 38Mm X 1.5Mm, Spaced Between The Main Tee At 600Mm Centre To Centre To Form A Grid Of 600Mm X 600Mm Complete All As Specified And As Directed And As Per Manufacturer. Instruction. 40 M & L For 4Mm Thick Non Asbestos Fibre Cement Building Boards Of Make E Board Classic Designer Board (Cascade Or Occenic) Of M/S Everest Industries Ltd Or Equivalent As Approved, By Ge Fixed Or Laid/ Inserted To Timber/Gi/Aluminium Framework With Complete All As Specified And As Directed. 41 Taking Down Cement Mortar Plastering On Brick Or Stone Walls, Etc. Including Raking Out Joints,Hacking For Key,Scrubbing Down With Water, Etc Complete All As Specified And As Directed. 42 M&L For Rendering 15Mm (In Two Layers 10Mm+5Mm) Thick Plaster In Cm (1:4) On Faces Of Brick Work Or Concrete Surfaces, Finished Even And Smooth Without Using Extra Cement Complete All As Specified And As Directed. 43 M&L For Rendering 5Mm Thick Plaster In Cm (1:3) On Faces Of Brick Work Or Concrete On Surfaces Of Ceiling, Finished Even And Smooth Without Using Extra Cement Complete All As Specified And As Directed. 44 Complete Removal Of Existing Treatment Including Washing Rubbing Down And Stopping Of Painted Surfaces And Applying 1-2 Mm Thick Metallic Texture Painting (Top Quality) On Walls In Any Colour/Shade/Pattern/Design Including Preperatory Work For Base By Applying Primer/Putty Coat By Any Authorised Applicator Complete All As Specified And Directed 45 M&L For New Plaster Surfaces And Applying 1-2 Mm Thick Metallic Texture Painting (Top Quality) On Walls In Any Colour/Shade/Pattern/Design Including Preperatory Work For Base By Applying Primer/Putty Coat By Any Authorised Applicator Complete All As Specified And Directed 46 M&L For Preparing New Plastered Or Unplastered Surfaces Of Ceiling, And Applying Three Coats Of White Wash Complete All As Specified And Directed. 47 M & L For Cement Concrete As Pcc 1:5:10 Type E-2 Using (40Mm Graded Stone Aggregate) As Foundations,Filling And Mass Concrete Complete All As Specified. 48 M&L For 75 Mm Thick Pcc 1:3:6 Type C-1 (Using 20Mm Graded Stone Aggregate) As In Plinth Protection/Floors Complete All As Specified And Directed. 49 Demolition Of Brick Work Or Stone/Boulder Masonary, Laid In Cement Mortar Or Cement Lime Mortar Complete All As Specified. 50 M&L Brick Work, Straight Or Curved On Plan N.Exc 6M Mean Radius In Cm 1:6 Using Old Size Brick Complete All As Specified. 51 Taking Down Chowkat Or Frame With Shutters (With Out Taking Off Shutter From The Frame ) Not Exceeding 1.5 Sqm Each As Directed By Engineer-In-Charge. 52 S&F For Factory Made Single Extruded Wpc (Wood Polymer Composite) Solid Door Frames/Chowkhat Comprising Of 100 Mm X 65 Mm Size, Applying Pvc Solvent Cement And Screwed With Full Body Threaded, Star Headed Ss Screws Having Minimum Frame Density Of 750 Kg/Cum And Resistance To Spread Of Flame Of Class A Category With Property Of Being Termite/Borer Proof, Water/Moisture Proof And Fire Retardant And Fixed In Position With Mild Steel Hold Fast/Lugs/Ss Dash Fasteners Of Required Dia And Length Complete All As Specified And As Directed By Engr-In-Charge. 53 S&F 28-30 Mm Thick Moulded Wpc Factory Made 100% Solid Door (Conforming As Per Is-4020) Made From 100% Lead Free Single Extruded With 2, 4 Or 6 Raised Panel Design On The Front Side With 10 Mm Deep Mould On Single Side With Wood Grain Texture And Back Side Palin With Density Not Less Than 600 Kg/Cum. Manufactured By An Iso : 9001-2015 Certified Company. The Door Should Be Water Proof, Termite Proof, Fire Etardant And Having Screw Holding Capacity Complete All As Specified 54 S&F Stainless Steel (304 Grade) Finished Butt Hinges 125Mm Complete All As Specified And Directed 55 S & F Extruded Brass Handles, Fabricated Type Polished 150 Mm Complete All As Specified. 56 S & F Brass , Barrel Tower Bolts, With Cast Or Sheet Barrel And Rolled Or Cast Bolts And Fixed 200 Mm Complete All As Specified. 57 M&L For 250Mm Long Brass, Sliding Door Bolt Withsand Or Die-Cast Brass Hasp, Staple (Bolt Type) And Fixing Bolt With Rolled Or Drawn Brass Bolts And Fixed Complete All As Specified And As Directed. 58 Dismantling Pvc Pipes With Fittings Upto 75Mm To 110Mm Dia Complete All As Specified And Directed By Engr-In Charge.. 59 S&F For Pvc (Swr) Pipe 110 Mm Dia Single Socketed In Any Length With Rubber Ring Jointed Level Fixed To Walls Complete All As Specified And As Directed. 60 S&F For Pvc (Swr) Pipe 75 Mm Dia Single Socketed In Any Length With Rubber Ring Jointed Level Fixed To Walls Complete All As Specified And As Directed. 61 S&F For Pvc (Swr) Bends With Access Door 110 Mm Dia Complete All As Specified And As Directed. 62 All As Per Item No 61 Above But 75 Mm Dia. 63 S&F Pvc (Swr) Plain Bend 110 Mm Dia Complete All As Specified And As Directed. 64 S&F Pvc (Swr) Plain Bend 75 Mm Dia Complete All As Specified And As Directed. 65 S&F Pvc (Swr) Branch Piece Single Or Double T Equal Or Unequal With Access Door 110 Mm Dia Complete All As Specified And As Directed. 66 All As Per Item No 65 But 75 Mm Dia. 67 S&F Pvc (Swr) Vent Cowl 110 Mm Dia Complete All As Specified And As Directed. 68 Excavating In Post Holes (Or Similar Holes) Each N Exc 0.5 Cum, Getting Out, Returning, Filling In And Ramming Earth Or Broken Rubble Mixed With Earth Around, In Layers Not Exceeding 25Cm, Watering, And Removing Surplus Soil To A Distance N Exc 50 M And Making Good Surface 69 M&L For Cutting Chases, Pinning In, Making Good To Facings Where Required And Pointing In Cement Mortar 1:3 To Ends Or Edges Of Landings, Steps, Cills, Sunshades, Shelves, Lintels, Etc.; And Cutting Chases For Concealed Water Tubing Or Concealed Conduit Wiring, Etc. And Making Good, Cutting Not Exc 10 Cm Girth All As Specified. 70 Taking Down Carefully Existing Points Wiring On Surface Conduit/Concealed Conduit Including Conduit From Surface And Expect Conduit In Concealed Wiring For Light/Fan/Socket/Power/Bell From Wall & Roof Along With Fitting And Fixtures Such As Switches, Sockets, Ceiling Roses, Batten Holders, Unserviceable Light Fittings, Pieces Of Wires, Gutties, Conduit, Wooden Boards Etc Removing Materials To Store For Keeping In Safe Custody Of Contractor For Which The Credit Has Been Considered Under Schedule Of Credit And Making Good The Disturbed Portion Of All Floor, Ceiling Etc All As Specified And Directed. 71 M & L For Point Wiring With 1.5 Sqmm Pvc Insulated And Unsheathed Frlsh Single Core Multistranded Copper Conductor For One Light/Fan/Bell Point In And Including New Pvc Rigid Non Metallic Concealed Conduit 19/20 Mm Dia, Medium Duty, Isi Marked To Be Terminated In Pressed Steel Terminal Boxes With Pvc Modular Top Cover Plates Of Suitable Size For Mounting Of Modular Type Switches/Sockets/Regulators Including 1.5 Sqmm Pvc Insulated And Unsheathed Frlsh Single Core Multistranded Copper Earth Continuity Conductor Controlled By One Switch And/Or One Regulator Complete Including Cutting Chases And Making Good The Surfaces In Cm 1:3 And Finishing The Surface As Per Existing Treatment All As Specified And Directed By Engr-In-Charge.Notes: (I) Cost Of Pressed Steel Terminal Boxes And Modular Top Cover Plate Shall Be Included In Point Wiring. (Ii) Wiring Shall Be Done As Per Colour Code In Is For Phase, Neutral And Earth.(Iii) -Cost Of Eye/Bottle Thimbles Used For Connection In Switches/Sockets & Mcbs In Dbs Shall Deemed To Be Included In The Unit Rate Quoted For This Item. 72 All As Per Sl Item No 71.00 Above Herein Before But One Socket Out Let 5 Pins 5 Amp On The Same Board With Other Switches Complete All As Specified And Directed. 73 All As Per Sl Item No 71.00 Above Herein Before But For One Socket Out Let 5 Pins 5 Amp On Independent Board Complete All As Specified And Directed. 74 All As Per Item No71.00 Herein Before But 2.5 Sqmm Pvc Insulated And Unsheathed Frlsh Single Core Multistranded Copper Conductor Incl 2.5 Sqmm Pvc Insulated And Unsheathed Frlsh Copper Earth Wire For Switch Socket Combination 3 Pin 15 Amps On Independent Board. 75 S & F In Replacement Of Modular Switch 1 Way, 6 Amps, 1 Module, 230 Volts Complete All As Specified. 76 S & F In Replacement Of Modular Switch 1 Way, 16 Amps, 1 Module, 230 Volts Complete All As Specified. 77 S & F In Replacement Of Modular Socket 5 Pin 6 Amps, 2 Module 230 Volts Complete All As Specified. 78 S & F In Replacement Of Modular Socket 5 Pin 6 &16 Amps, Combination Type 2 Module Complete All As Specified. 79 S & F In Replacement Of Modular Fan Regulator Step Type, 120 Watts, 2 Module Complete Fixed As In Repair All As Specified. 80 S & F In Replacement Of Ceiling Rose Surface Bakelite Surface 65 X 50Mm 3 Terminals All As Specified & Directed 81 Supply And Fix Incl Taking Down Deco Mini Energy Efficient 0.5 Watt B22 Base Led Bulb Green Colour With Colour Temperature 6500 Kelvin, Controller Type Push Button , Globe Shape For Indoor/ Outdoor Usage All As Specified And Directed By Engr In Charge. 82 Supply And Fix Incl Taking Down Deco Mini Energy Efficient 0.5 Watt B22 Base Led Bulb Red Colour With Colour Temperature 6500 Kelvin, Controller Type Push Button , Globe Shape For Indoor/ Outdoor Usage All As Specified And Directed By Engr In Charge. 83 Supply And Fix Surface/Recess Mounted Led Luminaire 36 Watt Cool White 4000-5000K Suitable For Gridd Celling Cutout Dimensions: 2X2 Ft. Incl Connecting With Twin Core Copper Wire From Ceiling Rose To Fitting, Fixture Size: (Lxwxh) In (595X595X65) Mm Incl Lamp And Driver All As Specified & Directed. 84 S & F In Replacement Tube Light Fitting Self Ballasted Led Batten. Extruded Thermoplastic Body With Pc Diffuser In Square Led Batten 18/20W 6500K Of Capacity ,20 Watt,4 Ft Long Incl 3 Core Flexible Wire 0.5 Sqmm Copper Cable All As Specified And Directed By Engr-In-Charge. 85 S & F In Replacement Tube Light Fitting Self Ballasted Led Batten. Extruded Thermoplastic Body With Pc Diffuser In Square Led Batten 9/10W 6500K Of Capacity ,10 Watt,2 Ft Long Incl 3 Core Flexible Wire 0.5 Sqmm Copper Cable All As Specified And Directed By Engr-In-Charge. 86 Supply And Fix Mirror Light With Linear & Compact 12 W Mirror Light With Decorative Grey End Caps, Polycarbonate Body And Ribbed Opal Diffuser Of Capacity 9 Watt Complete All As Specified And Directed By Engr-In-Charge. 87 M & L For Sub Main Wiring With Two Single Core 4.0 Sqmm Pvc Insulated And Unsheathed Frlsh ,Stranded Copper Conductor Cable Drawn Through Pvc Concealed Conduit 25 Mm Dia Including 4 Sqmm Pvc Insulated Unsheathed Frlsh Stranded Copper Conductor Cable As Earth Wire All As Specified And Directed By Engineer-In-Charge. Note 1:- 2 Runs Of 4.00 Sqmm Copper Conductor Cable, 1 Run Of Pvc Conduit & 1 Run Of 4.00 Sqm Copper Conductor Earth Wire Shall Be Measured As One Unit) Note2 : Rate Quoted For This Items Shall Be Inclusive Of The Cost Of (I) Rigid Non-Metallic Pvc Conduit Of 25 Mm Dia With Tees, Bends, Elbows, Reducers, Bell Mouth Tube Ends And Fixing Accessories Such As Couplers, Lock Nuts, Saddles, Pipe Hooks Etc. (Ii) Cutting Chases, Pinning In Making Good To Facing Where Required And Pointing In Cement Mortar 1:3 To Match The Existing Surfaces, Cutting Not Exc. 10 Cm Girth . (Iii) Taking Out/Down Existing Unserviceable Sub Main Wiring. 88 Taking Down And Refixing Of Ceiling Fan After Supply And Replacement Of Rubber Reel, Round Cover Plate Of Size 6 Inch Of Ceiling Fan Complete With Ms Split Clamp Two Nos, Nuts And Bolts Complete All As Specified And Directed By Engr-In-Charge. 89 Supply And Fix Exhaust Fan Ac Single Phase 230/240 V Of Size 250 Mm Sweep 900 Rpm Engineering Thermoplastic Body, High Efficiency Motor, Dynamically Balanced Blade For Better Performance And Corrosion-Resistant Powder Coated Metallic Finish Including Louver Complete All As Specified And Directed By Engineer-In-Charge. 90 Material And Labour For Making Hole Of Suitable Size For Exhaust Fan 250 Mm/ 300Mm Sweep In Wall For Grouting And Making Good The Surface Complete All As Specified And Directed By Engr-In-Charge. 91 Supply And Fixing Single Pole And Neutral Enclosure With A Two Pin And Earth Plug And Socket Complete With Mcb Spn 32 Amps, Complete All As Specified And As Directed By Engineer-In-Charge. 92 S&F Poly Coated Gi Frame Work As In Grid For False Ceiling Comprising Of Protected Gi Perimeter Channel 0.55 Mm Thick With Two Unequal Flanges Of 20 And 30Mm And Web Of 27Mm Fixed To Surrounding Wall Using Nylon Sleves And Screws At 450Mm Centre To Centre/Intermediate Chaqnnel 0.9Mm Thick Having To Equal Flanges Of 15Mm Each And Web Of 45 Mm Suspended From Soffit And Approx 900Mm Centre To Centre With Gi Cleat And Steel Expansion Fasterners With And Including Ceiling Section (Not Exc 1.2 Metre Length) Of 0.55Mm Thickness Having Kurled Web Of 50Mm And Flange Of 26Mm Each With Lips Of 10.5Mm Fixed To The Intermediate Channel With Connecting Clips Acorss The Intermediate Channel At 457Mm Centre To Centre And Hangers 6Mm Dia Gi (Upto 1200 Mm Length Adjusting Level Fixed To Roof Slabs By Means Of Ceiling Cleats Made Out Of Gi Flat 40 X3Mm Size 60Mm Long Complete With And Including 7Mm Thick Pvc Laminated Gypsum Tiles Of Size 595X595Mm Complete All As Specified & Directed 93 M&L For Complete Removal Of Existing Surfaces Of Walls Including Cornices, Pillasters Etc, And Applying Two Coats Of Obd Over And Incl A Coat Of Interior Wall Primer Over Wall Care Putty Complete All As Specified And Directed. 94 M&L For Complete Removal Of Existing Treatment On Walls And Applying 02 Coats Of Exterior Weather Emulsion Paint To External Walls/Rcc Surfaces/Soffits Of Chajjas/Roof Projections/Cantilevers/Balcony Etc Surfaces Over & Including A Coat Of Exterior Wall Primer And Over Wall Care Putty Complete All As Specified. 95 S&F Stainless Steel Tubing Of 25 Mm Dia Chromium Plated Min. 1.0 Mm Wall Thickness As In Curtain Rod Complete Incl S&F 02 Nos Stainless Steel Brackets/Finials Fency Type, Stops Fixed With Ss Screws Etc All As Specified & Directed.Note : For The Purpose Of Mesurement And Payment Running Length Of Curtain Rod Only Shall Be Considered. 96 Taking Down Chowkhats Or Frames Of Any Description Exc 1.5 Sqm And N. Exc. 4 Sqm Each (Without Taking Off Shutters From The Frame) Including Cutting Hole To Size For Receive Fresh Pcc Of Hold Fast And Making Good The Disturbed Surface Same Complete All As Specified And Directed. 97 S&F Factory Made Pressed Steel Frames Made Of Ms Sheet Of 1.20 Mm Thickness For Doors With One Or More Rebates Including Necessary Fixing Lugs, Hinges, Lock Strike Plate, Etc., Complete As Specified,Size 125X60Mm 98 M&L Pcc 1:3:6 Type C-0 In 12.5 Mm Graded Stone Aggregates Hold Fast Fillinng Inside Frame & Hold Fasts Etc Complete All As Specified 99 S&F Factory Made Flush Shutters 35Mm Thick Ply Construction, Bwp Confirming To Is 2202, Solid Core Construction, With Block Board Core And Plywood Face Panels Commercial Type On Both Sides With 6Mm Thick Lipping Frame To Match Including Supply And Fixing Following Items :(A) Mild Steel Butt Hinges 125Mm - 3 Nos. Per Leaf(B) Stainless Steel (304 Grade) Finished Tower Bolt 200Mm Long - 2 Nos Per Leaf(C) Stainless Steel (304 Grade) Finished Handles 150 Mm - 2 Nos. Per Leaf(D) Stainless Steel (804 Grade) Finished Sliding Bolt 250 Mm - 1 No. Per Leaf(E) Stainless Steel (304 Grade) Finished Floor Door Stooper - 1 Nos. Per Leaf. 100 S&F 35Mm Thick Glazed And Skelton Shutters Of 2Nd Class Hard Wood (Factory Made) Open Rebated And Divided To Receive Glass, Gauze Etc (Without Sash Bars) Edges Of Framing Plain, Chamfered Or Rounded Fitted With Cut And Mitred Beads For Securing Glass Etc Size Of Members Of Shutter As Specified In Ssr-91 Pt-1 Section 8 Clause 8.20(A), Kiln Seasoned And Chemically Pressure Treated All As Specified Including Stainless Steel 304 Grade Wire Cloth (0.36Mm Nominal Dia Of Wire And Average Width Of Aperture 1.40Mm) All As Specified And Including Supply And Fixing Following Items :(A) Stainless Steel (304 Grade) Finished Butt Hinges 125Mm - 3 Nos Per Leaf(B) Stainless Steel (304 Grade) Finished Tower Bolt 200Mm Long - 2 Nos Per Leaf(C) Stainless Steel (304 Grade) Finished Handles 150 Mm - 2 Nos Per Leaf(D) Stainless Steel (304 Grade) Finished Sliding Door Bolt/Aldrop 16X250Mm - 1 No Per Leaf (E) Stainless Steel (304 Grade) Finished Floor Door Stooper - 1 Nos. Per Leaf. 101 M&L For Two Coat Of Synthetic Enamel Paint (Finishing Coat) Over One Coat Of Pink Primer To New Wooden Surfaces Of Any Description Over 10 Cm Width Or Girth Incl Prepration Of Surfaces Complete All As Specified And Directed. 102 S&F 300Mm, Ordinary Rat Tail Rod Pattern Springs Including Roller And Roller Plate Complete All As Specified And Directed. 103 S & F In Replacement Of Ceiling Rose Surface Bakelite Surface 65 X 50Mm 3 Terminals All As Specified & Directed 104 S & F In Replacement Of New Generation Energy Saving And Environmental Friendly Long Life Led Building Security Light 1X35 Watts Made Up Of Pressure Die Cast Alluminium Housing With High Power Led As Light Source And Lense Embedded Pc Cover Having Top Opening Separate Driver Compartment With Ip65 Protection And Impact Resistance Of Ik07, With All Accessories Including Suitable Bracket With 32Mm Bore Light Grade Gi Pipe Bemd To Shape, Including Ms Clamp Of Size Of Required Size And Pvc Cable 1.5 Sqmm Twincore From Ceiling Rose To Light Fittings Complete All As Specified And Directed By Engineer-In-Charge. 105 S & F In Replacement Of Surface Mounted Led Bulk Head Luminaire Of Capacity 10 Watt With Abs Body & Polycarbonate Diffuser, Ip54 Inc Connection With ,With Flexible Wire 0.5 Sqmm Copper Cable All As Specified & Directed By Engr-In-Charge. 106 Supply And Fix Lamp Holder Including Led Bulb 9 W Including Flexible Wire 0.5 Sqmm Copper Cable All As Specified & Directed By Engr-In-Charge. 107 M & L For Sub Main Wiring With Two Single Core 6.0 Sqmm Pvc Insulated And Unsheathed Frlsh ,Stranded Copper Conductor Cable Drawn Through Pvc Concealed Conduit 25 Mm Dia Including 6.0 Sqmm Pvc Insulated Unsheathed Frlsh Stranded Copper Conductor Cable As Earth Wire All As Specified And Directed By Engineer-In-Charge. Note 1:- 2(Two) Runs Of 6.00 Sqmm Copper Conductor Cable, 1 Run Of Pvc Conduit & 1 Run Of 6.00 Sqmm Copper Conductor Earth Wire Shall Be Measured As One Unit) Note 2 :(I) Rate Quoted For This Items Shall Be Inclusive Of The Cost Of (I) Rigid Non-Metallic Pvc Conduit Of 25 Mm Dia With Tees, Elbows, Reducers, Bell Mouth Tube Ends And Fixing Accessories Such As Couplers, Lock Nuts, Saddles, Pipe Hooks Etc. (Ii) Cutting Chases, Pinning In Making Good To Facing Where Required And Pointing In Cement Mortar 1:3 To Match The Existing Surfaces And Cutting Not Exc. 10 Cm Girth . (Iii) Including Taking Out/Down Existing Unserviceable Sub Main Wiring. 108 S & F In Replacement Of Sheet Metal Enclosure Db Tpn 4 Ways Double Door 415 Volts With 200 Amps Standard Bus Bar Of Suitable Size And Common Neutral Link Flush Mounting Type, Drilling Holes For Incoming And Out Going Cables Complete With Ip-43 Protection Complete All As Specified And Directed By Engr-In-Charge 109 S & F In Replacement Of Mcb, Triple Pole & Neutral (Tpn) 10 Ka 240 Volts 40 To 63 Amp Capacity Fixing In Db’S Complete All As Specified And Directed. (Note: Mcb Should Be B Or C Curve As Directed By Engineer In Charge) 110 Supply And Fix In Replacement Of Sheet Metal Enclosure 8 Ways Double Door For Dbs When Mcbs Are To Be Used 240,Volts Including 200 Amps Standard Bus Bar Of Suitable Size And Common Neutral Link All Flush Mounting Type, Drilling Holes For Incoming And Out Going Cables With Ip43 Protection Complete All As Specified & Directed By Engr-In-Charge. 111 S & F In Replacement Of Mcb, Single Pole 240 Volts 6 To 32 Amp Capacity For Fixing In Db’S Including Proper Thimble Connections Complete All As Specified And Directed By Engineer-In-Charge. 112 Supply And Fix In Replacement Of Mcb , Spn, 240 Volts ,40-63 Amp For Fixing In Dbs Of Including Proper Thimble Connections Complete All As Specified And Directed By Engineer-In-Charge. 113 M & L In Replacement Of Unsv Earthing Complete With Galvanized Iron Earth Plate Electrode Of Size 600X600X6.0Mm , Buried Directly In Ground (Earth Pit Not Less Than 2.25 Mtrs Below Normal Ground Level) With Top Edge Of Earth Plate Not Less Than 1.5 Mtr Below Normal Ground Level, Connected To Galvanized Earth Lead Wire 4.0 Mm Dia By Means Of Bolts , Nuts , Check Nuts And Galvanized Iron Or Steel Including Earth Work In Any Type Of Soil, Charcoal Salt 15 Cm Around The Earth Plate 20 Mm Dia Watering Pipe Medium Grade 1.70 Mtr Long With A Plug At Top, Gi Protection Pipe Light Grade 15 Mm Dia From Earth Pit To Main Board Including Pcc Pit In Cement Concrete 1:2:4 Along With Ci Frame And Cover 10Mm Thick Duly Hinged To Ci Frame As Shown In The Electrical Plate No3 Of Ssr 2009 Part 1 Specification At Page 497. 114 Xlpe Insulated ,Screened, Pvc Bedded, Galvanized Steel Wire Armoured, Electric Power Cables (Heavy Duty) 1100 Volts Grade With Stranded Aluminium Conductor Of Size 25 Sq Mm 4 Core Supplied & Laid In Replacement Complete All As Specified& Directed By Engineer-In-Charge. 115 Excavation In Trenches Not Exceeding 1.5 Mtr Wide And Not Exceeding 1.5 Mtr In Depth For Laying Of Cables Including Getting Out In Any Kind Of Soil Complete All As Specified And Directed. 116 Returning Filling In Including Spreading, Levelling, And Well Ramming, In Layers Not Exceeding 25 Cm Each Layer Of Any Kind Of Soil. 117 Removing Surplus Excavated Material From Site Not Exceeding 50 Mtrs From Starting Point And Depositing Where Directed At Level Not Exceeding 1.5 Mtr Above The Starting Point. 118 Material And Labour For Sand Cushioning For Cables 8 Cm Below The Cable And 15 Cm Above With Dry River Sand In Trenches For Cushioning Of Underground Cable Line Including Spreading, Leveling, Well Ramming Completed All As Specified And Directed. 119 Cutting Of Hardstanding Floor/Wall For Laying Of Cable Including Matching With Suface By Using Cement Concrete All As Specified And Directed. 120 Supplying & Laying Factory Made Unreinforced Precast Concrete Cable Covers Class Lv Type 1, Flat, Size 250X150X40Mm Laid In Trenches As Protection To Cables Complete All As Directed By Engr-In-Charge 121 Material And Labour For Replacement Of Gi Tubing Light Grade 40 Mm Bore For Passing Through Cables Under The Floor ,Along The Wall Or Along The Pole Complete All As Specified And Directed. 122 Dismantling Of Stone Slab And Tiles Laid Bedded And Pointed In Any Mortar Description Or Thickness In Floors, Apron Etc Complete All As Specified. 123 M & L For Screed Bed Or Bedding Layer Of Mortar 15 Mm Thick In Cm 1:6 For Laying Floor Finishes Complete All As Specified. 124 M&L For Virified Ceramic Light Shade Tiles 8 - 10 Mm Thick (Square/ Rectangular) Polished, Area Of Each Tiles Not Exceeding 0.36 Sqm, In Floors Etc,Over & Including 15 Mm Thick Screed In Cement Mortar (1:4) Over And Epoxy Cartridge Tile Grout Using Fill The Joint Of Tiles Complete All As Specified.Note- Epoxy Black,Golden Colour. 125 All As Per Item No 124 But As A Skirting Incl. 10Mm Thick Rendering As In Back Coat Complete All As Specified. 126 M&L For 7 To 8 Mm Ant-Skid Ceramic Joint Free Premium Quality Coloured Tiles Area Of Each Tile Esc 0.06 Spm But Next 0.11Sqm, As In Floors Etc. In Any Pattern Ghe & Dark Tiles As Approved, Set And Jointed In Neat Cement Slurry And Pointed In White Or Coloured Cement To Match, In Floors Etc. Over & Including 15 Mm Thick Screed In Cement Mortar (1:4) Over And Pointed In White Cement With Pigment To Match The Colour Of Tiles Complete All As Specified. 127 M & L For Machine Cut Cudappa Stone Slab 20 - 25 Mm Thick Laid Over Cement Screed Base 15Mm Thick In Cm 1:6 And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab Including Rubbing And Polishing Complete All As Specified. 128 Rounding To Edges Of Stone Slabs One Edge, Such As In Steps, Cooking Platform, And Other Similar Situations All As Specified. 129 Dismantling Water Tanks And Removing To Store Of Capacity Exc 500 & Not Exc 1000 Ltrs Complete All As Specified. 130 Supply And And Fixing, Hoisting Pvc Tank Of 1000 Ltr Capacity Including Supplied And Fixed 20Mm Dia Ptmt With Epoxy Coated Aluminium Rod And High Density Plastic Ball Screwed For Iron Pipe And Fixed.(Minimum Weight 15Mm-142 Gms/20Mm-210Gms/25Mm-455 Gms/40Mm-690 Gms Float Valve Assembly Complete All As Specified And Directed. 131 S&F In Repair Wall Mixture Mixing Valves Incl. Three Joints To Steel Pipes Or Unions 15 Mm Bore Fancy Type Best Quality As Per Sample Approved By Ge Make-Jaquar Cat Part No Qqp-7217Pm Or Equivalent In Hindware/Kohlar. 132 S&F Pvc Cabinet 600X450Mm Overall Size With Looking Mirror Of Selected Qality Glass Mountedover Pvc Framing As Per Sample Complete Fixed In Repair Complete All As Specified. 133 S&F Stainless Steel Plate Rack Of Size Not Less Than 90Cmx75Cm(Wt N. Less Than 4 Kg) Fixed With Stainless Steel Screw Including Taking Out Old Unserviceable Wooden Plate Rack As Approved By Ge Complete All As Specified. 134 S&F In Repairs Chromium Plated Shower Roses With Swivel Joints 125 Mm Dia Size Incl Fixing To Gi Pipe/Union Fixed Make-Jaquar /Hindware/Kohlar. 135 M & L For Rendering 15 Mm Thick On Fair Faces Of Brick Work Or Concrete Surfaces In Cement Mortar 1:6 Finished Even And Smooth ( Without Using Extra Cement ) With Sagol Finish On Plastered Surface Complete All As Specified And As Directed. 136 M&L For Preparation Of New Decorated Plastered Or Unplastered Surfaces Of Walls And Applying Two Coats Of Exterior Emulsion Over One Coat Of Primer And Over 2Mm Thick Putty For Levelling And Smoothening, Complete All As Specified And Directed. 137 M&L Preparation Of New Plastered Surface Of Walls And Applying Two Coats Of Oil Bound Distemper Over 1.5Mm Thick Wall Care Putty Complete All As Specified And Directed. 138 M&L For Preparing New Plastered Or Unplastered Surfaces Of Ceiling, And Applying Three Coats Of White Wash Complete All As Specified And Directed. 139 S&F Sinks With Drainage Board Made Of Stainless Steel Lmm Thickkitchen Or Laboratory With Plugs,Washers And Wastes; Including Bedding In Cement Mortar To Dwarf Wall Or Including Fixing Cantilever Brackets And Connecting Union To Pipe Overall Size 915Mm X 460Mm Bowl Size 410Mm X 330Mm X 160Mm Complete All As Specified And Directed. 140 S&F In Repair Brass Chromium Plated Sink Mixer For Mixing Hot & Cold Water Screwed Down For Iron Pipe Of 15Mm Bore All As Specified And As Directed. Make: Jaquar /Hindware/Kohlar 141 S&F Powder Coated Anodised Aluminium Frame For Doors, Windows Ventilators With One Or More Rebates Including Joining Cleat For Fixing Etc. Complete All As Specified And Directed. 142 S&F Frosted Glass 4.00Mm Thick Ordinary Quality And Glazing With Oil Putty In Square N.Exc 0.50Sqm In Each Panes Complete All As Specified And Directed. 143 S&F 28-30 Mm Thick Moulded Wpc Factory Made 100% Sketon/Glased Door (Conforming As Per Is-4020) Made From 100% Lead Free Single Extruded With 2, 4 Or 6 Raised Panel Design On The Front Side With 10 Mm Deep Mould On Single Side With Wood Grain Texture And Back Side Palin With Density Not Less Than 600 Kg/Cum. Manufactured By An Iso : 9001-2015 Certified Company. The Door Should Be Water Proof, Termite Proof, Fire Etardant And Having Screw Holding Capacity Complete All As Specified 144 S&F Factory Made Wpc Extruded Board Cnc Machine Cut Jali Fixed To Skelton Door As Per Approved Design Complete All As Specified And Directed 145 S&F Kitchen Cabinets Including All Fittings And Fixtures Incl The Follwing. (A) 19Mm Thick Plywood Of Commercial Block Board,Make: Kitply/Century Ply/ Green Ply(B) 1Mm Thick Commerical Lamination On Both Side Fixed To Black Board(Colour And Design As Approved)(C) Ss Pullout Basket Ss Finish Of Plain 15 X 20 X 6 (D) D Type Handle 100Mm Ss Finish(E) Pullout Basket Ss Finish Cutlery Wire Of Size 15X20X4 (F) 2Nd Class Hard As In Frame Work(G)Ss Channels For Pullout Basket As Required. (Note:- The Measurement Shall Be Taken From Front Elevation And Not Girthwise. 146 S&F Factory Made Upvc Brown Colour Door Shutter Made Of Extruded Profile With Wall Thickness Of 2.3Mm(+-0.2Mm) Door Profile With Hollow Section With Multy Chamber. Frame (60X62Mm),Sash(42Mmx67Mm).Sliding Interlock(One Verticle Length In Each Shutter)(45.5Mmx28Mm).Glazing Bead(24.5Mmx16Mm)Will Be Mittred Cut And Fusion Welded At All Corner.Including Drilling Holes For Fixing Hardware And Drainge Of Water Etc Am,.Making Arrangement For Fixing Of Hardware.Epdm Gasket,1.2+0.2 Mm Thick Galvanised Steel Frame(30Mmx21.5Mm).Sash (30Mmx18Mm)Profile To Be Inserted In Required Profile.Frame Will Be Finshed To The Wall With 8Mmx100Mm Long Fasteners.Hardware Touch Lockof Zinc Alloyed(Brown Powder Coated)Steel Roller System Including 5Mm Thick Glazing With Selected Quality Glass ,Aluminium Track And Bottom Rail For Two Track Sliding Fram,Wool Pine For Sliding Sash And Interlock. Note.The Unit Rate Coated By Contractor Includes Cost Of Glass And All Other Conncted Accessories,Net Opening Will Be Measured For Purpose.Make:H2O Window,Fenesta,Anuplast As Approved By Ge. 147 M&L For Rcc 1:2:4 Type B-1 Using 20Mm Graded Crushed Stone Aggregate In Any Situation Except Foundation Complete All As Specified And Directed. 148 S&F 10Mm Dia And Above Tmt Bars Cut To Length, Bend To Shape As Required Including Cranking, Hooking Ends & Binding With Mild Steel Wire (Annealed) Not Less Than 0.9Mm Dia Complete All As Specified And Directd. 149 All As Item No 77 Here In Before But 5Mm Dia And Over Upto & Including 10Mm Dia In Stirrups, Spaces & Binder Complete All As Specified And Directd. 150 S & F Powder Coated Aluminium Window/Ventilator Shutters, Side Hung Type With Sash Bars, Including Necessay Joinery Cleats, Glazing Clips, Rubber Packing, Chowkats Aluminium Snap Beading, Screws, Suitable Handle Etc With And Including Sheet Glass Or Ordinary Glazing Quality Of 4Mm Thick And Incl Gi Wire Mesh 0.56 Mm Nominal Dia Of Wire And Average Width Of Aperture 1.18 Mm , Size Of Side Rails , Top Rails , Bottom Rail 85X44.5Mm And Size Of Chowkat Frame 101.6X44.45Mm And Thickness Of Aluminium Member Shall Be 1.40Mm Thick Complete All As Specified. 151 S&F For Prelaminated Particle Board 18/19 Mm Interior Grade Prelaminated On One Side With Decorative Choice Lamination And Other Side Balancing White Lamination Fixed With Screw Timber Frame Work Including Dismantling Board All As Specified. 152 S&F In Repair Continuous (Paino) Hinges, Mild Steel, Bright Finish Or Electrogalvanised Width Of Flap (When Open) In 40Mm All As Specified. 153 S&F In Repair 40Mm Dia, Cupboard Knobs Fixed With Nut, Screw And Washer Of Mild Steel Bright Finished All As Specified. 154 S&F Ball Catches With 8Mm Dia Steel Ball And Brass Body And Striking Plate Including Letting In And Fixing Complete All As Specified. 155 Supply & Fix In Replacement Of Modular Bell Push Switch 1 Way, 6 Amps, 1 Module Complete All As Specified. 156 Supply & Fix In Replacement Of Call Bell Ding Dong Ac 230 Volt Single Pole Complete All As Specified. 157 Supply And Fix Exhaust Fan Ac Single Phase 230/240 V Of Size 300 Mm Sweep 900 Rpm Metal Body, High Efficiency Motor, Dynamically Balanced Blade For Better Performance And Corrosion-Resistant Powder Coated Metallic Finish Including Hole Making Louver Complete All As Specified And Directed By Engineer-In-Charge. 158 S & F Modern Energy Efficient Bedroom Muziris Wall Decorative Light Of Capacity 20 Watt Single Headed 240 Volt, Ip20 Rating, Controller Type (Push Button), Product Weight 1.04 Kg, Body Material (Metal), Power Source (Corded Electric),Lamp Base E27, Colour(Bronze) Incl Electrically Connection , Including Removing Of Unserviceable Decorative Light Fittings Of Any Description Complete All As Specified And Directed By Engr-In-Charge. Make: Philips Model No 31425 Or As Equivalent. 159 Excavating In Trenches N Exc 1.50M In Width And N Exc 1.50M In Depth For Foundation, Manholes Etc As Well As N Exc 10 Sqm On Plan Area And Getting Out In Soft/Loose Soil All As Specified And Directed. 160 M&L For Pcc 1:5:10 Type E-2, Using 40Mm Graded Crushed Stone Aggregate In Foundation, Filling And Mass Concrete All As Specified And Directed. 161 M&L For Broken Stone Hard Core Of Gauge N. Exc 63Mm, Deposited, Spread And Levelled In Layers N Exc 15Cm Thick, Watered And Rammed To A True Surface All As Specified And Directed. 162 S&F Mild Steel Deformed Bars, 6Mm To 8Mm Dia Cut To Length, Bent To Shape Required Including Cranking And Binding With & Including Mild Steel Wire (Annealed) Not Less Than 0-.90Mm Dia Complete. 163 M&L For Form Work To Soffits Of Suspended Slabs Such As Roof Slabs Etc For Rough Finished Concrete Surface Complete All As Specified And Directed. 164 M&L For Form Work To Sides For Slabs And Sides Of Rcc/Pcc Bands In Walls, Horizontal Or Sloping And Similar Work Exc 10 Cm But N Exc 20 Cm Wide For Fair Finished Concrete Surface Complete All As Specified And Directed. 165 Formwork To Sides Of Concrete Foundations, Footings, Bases Of Columns, Raft And Raft Beams, Sides And Soffits (If Any) Of Foundation And Plinth Beams And Similar Work, Vertical Or To Batter For Rough Finished Flat Surfaces Of Concrete. 166 Formwork To Sides Of Pillars, Posts, Struts, Piers, Columns And Stanchions, Square, Rectangular Or Polygonal For Rough Finished Flat Surfaces Of Concrete. 167 M&L For Rendering In Cement Mortar (1:6) 10 Mm Thick Finished Even Smooth Complete All As Specified On Brick Or Concrete Surface Of Fair Faces. 168 M&L 15Mm Thick Cement Plaster In Two Layer First Coat In Cm 1:6,10Cm Thick & Second Layer 5Mm Thick In Cm 1:4 Mixed With Wpc 3% By Weight Of Cement Including Finishing Fair & Even On Brick Or Concrete Surfaces Of Othern Than Fair Faces. 169 M&L For 5Mm Thick Cement Plastering To Rcc Surfaces In Cm :1:3) Finished Even And Smooth W/O Using Extra Cement On Ceiling Surfaces. 170 S&F Stainless Steel Butt Hinges Medium Weight Cold Rolled Isi Marked Of Size 100 Mm Complete All As Specified And Directed. 171 M&L For Ms Framed Guard Bars Conforming To Fe-410-0 Or Fe-310-0 Welded To Steel Windows/Ventilations Complete All As Specified And Directed. 172 S&F Vitrous China Squatting Pan Of Orissa Patterns Long Pan Size 580Mx440Mm White With P Or S Trap Front Of Back Inlet And Foot Rest Including Long Band Any Pattern (Excluding Flushing Cistern And Flush Pipe) Including Provision For Lime Concrete Bedding. 173 S&F Pvc Flushing Cistern Low Level 10 Ltr Cap With Inlet Ball Valve Float And Handle Syphonic Action Type Incl Brackets And Flush Pipe Of Polythene Of Low Or High Density Isi Marked. 174 S & F In Repairs Vitreous China Oval Shape Wash Basin, White, Flat Back, Size 580 X 450 Mm Excluding Taps, Waste, Chain And Plug And Porcelain Stopper But Including Brackets With 32 Mm Dia Waste Fittings, Brass, Chromium Plated With Waste Pipe Complete All As Specified. 175 S&F Looking Mirror Of Selected Quality Mounted On 6 Mm Thick Ply And Fixed To Wall With Wooden Plugs Chromium Plated Brass Screws And Washers. 176 S&F For Ci Floor Trap With Incl Jointing With Waste Pipe In Cement Mortar Of Size 100Mm. 177 S&F Gully Trap Stone Ware Square Of Round Mounted Type P Of Size 150X150Mm. 178 S&F 20Mm Dia Stop Valve Of Copper Alloy Screwed Down High Pressure With Crutch Or Butter Fly Handle Screwed On Both Ends For Iron Pipe Or For Union Fixed. 179 S&F Pvc Connection 15Mm Dia 600Mm Long Of Heavy Grade Screwed One End To Inlet Of Whb/Pillar Tap/Cistern Etc Complete Incl Brass Union Coupling On Both Ends Connfirming To Is-3076 Complete With Connector For Connection Old Water. 180 S& F For Ci Pipe 75Mm Dia Laid In Floor In Any Length With Or Without Cars With Cement Joint (Waste & Vent Pipe). 181 All As Per Item No 38 Here In Before But 100Mm Dia. 182 S&F For Ci Bend Any Radius Disminshing Pieces Or Tyes Of 100Mm Bore With Ducks For Or Head Rest. 183 S&F For Ci Branch Pieces Single Equal Or Unequal Ordinary Or Inverted Or With Paralled Brnach 100 Mm Bore. 184 S&F Cast Iron Sand Cast Pipe 100 Mm Dia With Or Without Cars With Cement Joint Fixed To Walls. 185 S&F Cast Iron 100 Mm Cowl. 186 M&L For Pcc 1:4:8 Type D-2 Using 40Mm Graded Stone Aggregate)75Mm Thick On In Sub Base Of Fllor .. 187 M&L For 15Mm Thick Screed Bed Or Bedding Layer In Cm 1:6 Complete All As Specified And Directd. 188 M&L For Coloured Glazed Ceramic Tiles On Vertical Surface (300Mmx600Mx7M) Thick Set And Jointed In Neat Cement Slurry And Pointed With White Cement To Match Complete All As Specified And Directd. 189 M&L For Coloured Non Skid Ceramic(300X300Mm) Tiles 7 To 8Mm Thick As In Floor Set And Jointed In Neat Cement Slurry And Pointed With White Cement To Match Complete All As Specified And Directd. 190 S&F Steel Ventilation With Top Hung Shutter Including Hinges, Steel Peg Stay Complete. 191 S&F 4Mm Thick Sheet Glass Of Figured,Pin Headed And Glazing With Oil Putty In Square N Exc 0.50 Sqm In Each. 192 M&L For Preparation Of Newly Steel Surfaces And Applying Two Coats Of Synthetic Enamel Paint Over A Coat Of Red Oxide Over 10 Cm Width Or Girth Complete All As Specified And Directd. 193 M&L For Preparation Of Newly Plastered Surfaces And Applying Two Coats Of Cement Base Paint Over A Coat Of Chalk Whiting Complete All As Specified And Directd. 194 M&L For Three Coats Of White Wash On Wall Of Newly Plastered Surface. 195 S&F For Preparation Of Newly Plastered Surfaces And Applying Three Coats Of White Wash On Ceiling. 196 M & L For Factory Made Solid Pvc Door Frame Of Size 50 Mm X 47 Mm Made Out Of 5 Mm Plain Colour Pvc Sheet Reinforced With M.S Square Tube, Supplying & Fixing In Opening As Per Specification & Drawing Complete All As Specified And As Directed. 197 S&F Factory Made Solid Pvc Moulded Door Shutter, With Particle Board Core, 28 To 30Mm Thick (Stiles), With 2, 4, Or 6 Raised Panel Design With 2Mm Thick Moulded Pvc Sheet On The Front Face & 2Mm Plain Colour Pvc Sheet On Back Face & 5Mm Thick Plain Colour Pvc Sheet On Back Face, Supplying & Fixing In Frame At Site As Per Specification & Drawing All As Specified. 198 S&F Aluminium Tower Bolt 150Mm Long Stove Enamelled Black With Bright Bolt & Fixed. 199 S&F Aluminium Sliding Door Bolt With Hasp And Staples Type Bolt Type , 300Mm Long Stove Enamelled And Fixing Clips Of Sheet Cast Or Extruded Section Or Cast Aluminium Alloy And Fixed All As Specified. 200 S&F Aluminium Alloy Handle Of 100M Size Oval Type Stove Enamelled & Fixed All As Specified. 201 M&L For Rendering 10Mm Thick Cm (1:4) On Roof Slab Top, Mixed With Water Proofing Liquid Finished Even And Fair Without Using Extra Cement Complete All As Specified. Note: Water Proofing Liquid Shall Be Measured And Paid Separately. 202 M & L For Cleaning The Newly Plastered Surfaces Of Concrete ( Roof Etc) With Wire Brushes And Applying Water Proofing Treatment As Under :-I) Apply One Coat Of Oil Bound Bituminous Primer @ 0.25 Kg/Sq.M Ii) Providing And Laying 3 Mm Thick App Modified Water Proofing Membrane Weighing Not Less Than 3.5 Kg / Sqm Reinforced With Non Woven Polyester Mat Weighing Not Less Than 160 Gm/Sqm All As Specified Procured From Any One Of The Approved ManufacturerS Iii) Apply One Coat Of Solar Reflective Bituminous Aluminium Paint @ 0.15 Kg/Sqm Over Membrane Over Non Assesble Roof Surfaces Complete All As Per ManufacturerS Instructions And As Directed . 203 M/L Brick Work In Cm1:4, In Half Brick Thick Wall. 204 S&F In Repair Europen Wc China Ware Coloured Cascade With Cistern And Complete Fitting.Make: Jaquar/Hindware/Kohlar 205 S/F Vitreous China Toilet Paper Holder Fixed To Walls With Chromium Plated Cp) Brass Screws 206 S/F Vitreous China Soap Dish Of Appx Size 160*160*90Mm Any Type Fixed To Plugs With Chromium Plated Brass Screws 207 S/F Sheet Glass Shelf Assembly Consistig Of 5.5Mm Thick Sheet Glass Shelf 12Cm Wide With Chromium Plated Brackets Guard And Railing 60Cm Long 208 S & F Brass Chromium Plated Tubular Towel Rail, 20 Mm Dia, D Type, 60 Cm Long Between Flanges Complete All As Specified. 209 M & L For Granite 20 Mm Thick Machine Cut, Bedded And Jointed With Grey Cement Slurry And Pointed With White Cement With Admixture Of Pigment To Match The Shade Of Granite Stone Including Griding And Polishing Types All As Specified. 210 M & L For Machine Cut Cudappa Stone Slab 20 - 25 Mm Thick Over Cement Screed Base Laid And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab Including Rubbing And Polishing Complete All As Specified. 211 M&L For 75 Mm Thick Pcc 1:3:6 Type C-1 (Using 20Mm Graded Stone Aggregate) As In Plinth Protection/Floors Complete All As Specified And Directed. 212 S&F Health Faucet Including Ms/Anodised Hanging Device Fixed Complete All As Specified And As Directed. 213 Surface Excavation Not Exceeding 30Cm Deep And Averaging 15Cm Deep And Getting Out In Loose / Soft Soil All As Specified And Directed. 214 M&L For Broken Stone Hard Core Of Gauge N. Exc 63Mm, Deposited, Spread And Levelled In Layers N Exc 15Cm Thick, Watered And Rammed To A True Surface All As Specified And Directed. 215 M & L 100Mm Thick Pcc 1: 4: 8 Type D2 (Using 40Mm Graded Stone Aggregate) As In Sub Base Complete All As Specified And Directed. 216 M&L For Machine Pressed Precast Concrete Interlocking Paver Block Rubber Moulded Any Shape And Size Confirming To Is 15658-2006 Of 60Mm Thickness, M-35 Grade With Grey And Pigment As In Floor/Pavement Complete All As Specified And As Directed. 217 M&L For Providing Precast Concrete Type C-1, 1:2:4(Using 20Mm Graded Stone Aggregate) As In Kerb Blocks With Plain Fiar Faces, Including Chamferes, Weathering, Throating Etc And Setting In Mortar 1:4 Complete With Joints To Match. 218 M&L For Cement Concrete Type 1:4:8 Type D-2 (Using 40Mm Graded Stone Aggregate) As In Foundations, Filling And Mass Concrete Complete All As Specified And As Directed. 219 M & L For Sand Filling Under Floors Or In Foundation Including Watering And Consolidation 220 S & F In Replacement Of New Generation Energy Saving And Environmental Friendly Long Life Led Building Security Light 1X25 Watts Made Up Of Pressure Die Cast Alluminium Housing With High Power Led As Light Source And Lense Embedded Pc Cover Having Top Opening Separate Driver Compartment With Ip65 Protection And Impact Resistance Of Ik07, With All Accessories Including Suitable Bracket With 32Mm Bore Light Grade Gi Pipe Bemd To Shape, Including Ms Clamp Of Size Of Required Size And Pvc Cable 1.5 Sqmm Twincore From Ceiling Rose To Light Fittings Complete All As Specified And Directed By Engineer-In-Charge. 221 S & F In Replacement Tube Light Fitting Self Ballasted Led Batten. Extruded Thermoplastic Body With Pc Diffuser In Square Led Batten 9/10W 6500K Of Capacity ,10 Watt,2 Ft Long Incl 3 Core Flexible Wire 0.5 Sqmm Copper Cable All As Specified And Directed By Engr-In-Charge. 222 M&L For Boring Of Holes Under Road, Pavement, Hard Standing By Trench-Less Technology Using Ultrasound Technique And Necessary Machine Suitable To Pass Through 40 To 80 Mm Bore Gi Tubing And Cable Etc Complete All As Specified And Directed.Note: Gi Pipe Shall Be Measured And Paid Seperately Under Relevant Item.
Contract Date: Ref. Documents Contract Value : Ref. Document
Statutory Bodies & Commissions/Committees No of Bidders 8
2.
Housing Urban and Rular Development #11475953 Technical Bid
bill of quantities (boq) for renovation of toilets at eight floors (ground floor, 1st, 2nd, 3rd, 4th, 5th, 6th & 7th floors) and pantry at 8th floor of ncdc headquarters building, 4, siri institutional area, august kranti marg, new delhi – 110016 schedule a- civil works sl. no. description of items unit quantity rate amount sub-head : 1 dismantling / demolition works , dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. , dismantling tile work in floors,walls and roofs laid in cement mortar including stacking material within 50 metres lead. , dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead , of area 3 sqm. and below , dismantling old plaster or water proofing or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. , 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 , dismantling of flushing cistern of all types c.i./pvc/vitrious china) including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead. , vitreous china water closet indian / european , vitreous china wash basins / urinals , dismantling existing floors of bathrooms and toilets as per instructions. the cost inclusive of stacking of dismantled materials (serviceable material) in good condition and also disposal of broken unserviceable materials at contractors own place. , dismantling of existing cp brass fittings, bottle traps and existing gi & ci pipes / fittings, wherever required in toilet as per instructions. the cost inclusive of stacking of existing brass fittings as per instructions of engineer - in - charge and the location directed by him. , dismantling & removal of malbaa from the sunken areas including stacking of serviceable and unserviceable material separately in the lead of 50 mts.after digging the same till the existing waterproofing is visible. the unserviceable material (inclusive of existing waterproofing, if any, of any nature) shall be removed from the sunken areas and the contractor should stack the same at his own place. sub total 0.0 sub head:2 wood work , providing and fixing wood work in frames of doors, windows, celestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately). a. sal wood , providing and fixing isi marked flush door shutters conforming to is : 2202 (part i) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 35 mm thick including isi marked stainless steel butt hinges with necessary screws , extra for providing and fixing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of shutters (over all area of door shutter is to be measured for payment purpose). sub total 0.0 sub head:3 finishing work , providing and applying 12mm cement plaster including making grooves wherever required of mix 1:6 . (1 cement :6 coarse sand) , 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) , providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-iii) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) , providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main “t” runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross “t” of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main “t” at 600 mm center to center to form a grid of 1200x600 mm and secondary cross “t” of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/ making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. main “t” runners to be suspended from ceiling using gi slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm gi adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main t, bottom exposed width of 24 mm of all t-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by engineer-in-charge. , 12.5 mm thick square edge pvc laminated gypsum tile of size 595x595 mm, made of gypsum plasterboard, manufactured from natural gypsum as per is 2095 part i and laminated with white 0.16mm thick fire retardant pvc film on the face side and 12micron metalized polyester on the back side with all edges sealed with the face side pvc film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit. , providing and fixing ist quality ceramic glazed wall tiles conforming to is: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by engineer-in-charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. size of tile 800x800 (note: a. base rate of tile in the range of rs.90-95/- per sq.ft. b. brands: kajaria, euro, rak ceramics, somany or equivalent only ) , providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to is: 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointingwith grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete size of tile 800x800 mm (note: a. base rate of tile in the range of rs.90 -95 per sq.ft. brands: kajaria, euro, rak ceramics, somany or equivalent only ) , providing and fixing 18 mm thick gang saw cut, mirror polished,premoulded and prepolished, machine cut for kitchen platforms, vanitycounters, window sills, facias and similar locations of required size,approved shade, colour and texture laid over 20 mm thick base cementmortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement,mixed with matching pigment, epoxy touch ups, including rubbing, curing,moulding and polishing of edges to give high gloss finish etc. completeat all levels.granite stone slab of colour black, cherry/ruby red , providing and fixing1500x500 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed towooden cleats with c.p. brass screws and washers complete.mirror make:asahi, saint gobain or equivalent as approved by engineer in charge sub total sub head:4 waterproofing work , providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of w.c., kitchen and the like consisting of: (i) ist course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to is : 2645 in recommended proportions including rounding off junction of vertical and horizontal surface. (ii) iind course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. (iii) iiird course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of area. (iv)ivth course of 400 micron thick pvc sheet. (overlaps at joints of pvc sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/sqm). , providing and laying water proofing treatment in sunken portion of wcs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : (a) first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. this layer will be allowed to air cure for 4 hours. (b) second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. this layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. , supplying and filling in sunken with sand under floors, including watering,ramming, consolidating and dressing complete. sub total 0.0 sub-head : 5 plumbing / sanitary work , providing and fixing white vitreous china pedestal type water closet(european type-one piece) with seat and lid, 10 litre low level white vitreous chinaflushing cistern & c.p. flush bend with fittings & c.i. brackets, 40 mm flushbend, overflow arrangement with specials of standard make and mosquitoproof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floorswherever required : w.c. pan with isi marked white solid plastic seat and lid , providing and fixing water closet squatting pan (indian type w.c. pan ) with 100 mm sand cast iron p or s trap, 10 litre low level white p.v.c. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to is : 7231, with all fittings and fixtures complete, includingcutting and making good the walls and floors wherever required:white vitreous china orissa pattern w.c. pan of size 580x440mm with integral type foot rests , providing and fixing wash basin with c.i. brackets, 15 mm c.p. brass pillar taps, 32 mm c.p. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: (i)white vitreous china wash basin size 630x450 mm with a pair of 15 mm c.p. brass pillar taps , providing and fixing white vitreous china flat back half stall urinal of 710x485x300 mm or 640x370x310 or 610x390x370mm sizes with white pvc automatic flushing cistern, with fittings,standard size c.p. brass flush pipe, spreaders with unions and clamps (allin c.p. brass) with waste fitting as per is : 2556, c.i. trap with outlet gratingand other couplings in c.p. brass, including painting of fittings and cuttingand making good the walls and floors wherever required : range of two half stall urinals with 10 litre p.v.c. automatic flushing cistern , providing and fixing stainless steel a isi 304 (18/8) kitchen sink as peris:13983 with c.i. brackets and stainless steel plug 40 mm, includingpainting of fittings and brackets, cutting and making good the walls wherever required :kitchen sink with drain board 510x1040 mm bowl depth 225 mm , providing and fixing stone slab with table rubbed, edges rounded and polished,of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting achase of appropriate width with chase cutter and embedding the stone in thechase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarsesand : 4 graded stone aggregate 6 mm nominal size) as per direction of engineer-in-charge and finished smooth. (granite stone of approved shade) , providing and fixing chlorinated polyvinyl chloride (cpvc) pipes, having thermal stability for hot & cold water supply, including all cpvc plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. this includes jointing of pipes & fittings with one step cpvc solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of engineer in charge. (concealed work, including cutting chases and making good the walls etc.following dia mm nominal outer dia pipes),(astral, ashirwad or quivalent make) , 15mm nominal outer dia. pipes , 20mm nominal outer dia. pipes , 32mm nominal outer dia. pipes , 50mm nominal outer dia. pipes , providing and fixing 3 layer pp-r (poly propylene random copolymer)pipes confirming to is:15801 uv stabilized & anti - microbial fusion welded,having thermal stability for hot & cold water supply, including all pp - r plain & brass threaded polypropylene random fittings, including trenching,refilling & testing of joints complete as per direction of engineer-in-charge. (concealed work, including cutting chases and making good the walls etc.following dia mm nominal outer dia pipes),(astral, ashirwad or equivalent make) , 100mm nominal outer dia. pipes , 150mm nominal outer dia. pipes , all internal sanitary works , providing and fixing c.p. brass long nose bib cock of approved quality (15 mm nominal bore) , providing and fixing c.p. brass angle valve for basin mixer and geyser points of approved quality conforming to is:8931 , providing and fixing brass 2 in 1 pillar cock of approved quality (15 mm nominal bore) sub total 0.0 total sch a 0.0 schedule b- elctrical works sl.no. description unit quantity rate amount (in rs.) , wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm frls/hffr pvc insulated copper conductor single core cable in surface/ recessed steel conduit, with modular switch, modular plate, suitable gi box and earthing the point with 1.5 sq.mm frls/hffr pvc insulated copper conductor single core cable etc. as required.(wire make- havells, polycab, finolex or equivalent. modular switch, socket, box, plate, etc make- havells, roma or equivalent. steel conduit make-bec, unicon or equivalent) , group c , wiring for circuit/ submain wiring along with earth wire with the following sizes of frls/hffr pvc insulated copper conductor, single core cable in surface/recessed steel conduit as required.(wire make- havells, polycab, finolex or equivalent) , 2 x 4 sq. mm + 1 x 4 sq. mm earth wire , 2 x 1.5 sq. mm + 1 x 1.5 sq. mm earth wire , supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc. as required.(make- havells, schneider or equivalent) , 250 mm x 300 mm x 100 mm deep , 180 mm x 100 mm x 60 mm deep , supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.(make- havells, roma or equivalent , 3 pin 5/6 a socket outlet , 5/6 a switch , 15/16 a switch , 6 pin 15/16 a socket outlet , supplying and fixing following size/ modules, gi box along with modular base & cover plate for modular switches in recess etc. as required.(make- havells, finolex or equivalent , 8 module (125mmx125mm) , 12 module (200mmx150mm) , 6 module (200mmx75mm) , installation, testing and commissioning of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required.(make- havells, crompton or equivalent , 510 mm sweep , led down lighter (cob type) (system lumen efficacy ≥120 lm/watt ) supplying, installation, testing & commissioning of led recessed/surface down lighter (round / square/ rectangular) cob type of following body material and construction as per is : 10322 with driver as per the requirement with driver efficiency 85%, operating voltage ac 140-270 volt, frequency 50/60 hz, operating temp range -5 0c to 40 0c, internal surge protection of 2.5 kv with short & open circuit protection ,thd 10%, p. f.≥0.95, ip20, cri 80 , ugr (unified glare rating) 19, flicker free (flicker should be below 5 %), life time (led, driver & electrical circuitry), life time of minimum 50000 burning hours with, 70% of initial lumen maintained till life ends , cct 3000°k / 4000°k / 5700°k /6500°k (as per ansi bin), sdcm(standard deviation colour matching) 3, maximum power consumption should not more than the specified rating and fixture shall be of relevant bis standard. manufactures word mark/ name engraved/ embossing/ screen printing on housing. oem must have its own in house nabl lab setup for all testing facilities for led fixtures. complete in all respect i/c external connections with 1.5 sq mm frls/hffr, pvc insulated copper conductor single core cable and earthing etc. as required with minimum 5 year oem warranty. system lumen efficacy ≥120 135 lm/watt output . lm79 & lm80 test report and all testing required for led fixtures as per bis shall be submitted shape size and cct shall be as approved by engineer-in- charge as per requirement. (thermal management: heat sink of aluminium housing such that led junction temperature shall not rise above 90°c). powder coated die cast /extruded aluminium body including trim with aluminium reflector(make- havells, philips or equivalent) , 12 -15 watt , led batten light (system lumen efficacy ≥120 135 lm/watt) supplying, installation, testing & commissioning of led surface mounted batten light of following body material and construction as per is : 10322 with driver (replaceable) as per the requirement with driver efficiency 85%, operating voltage ac 140- 270 volt, frequency 50/60 hz, operating temp range -5 0c to 40 0c, internal surge protection of 2.5 kv with short & open circuit protection ,thd 10% , p. f.≥0.95, ip20, cri 80, flicker free (flicker should be below 5 %), life time (led,driver & electrical circuitry), of minimum 50000 burning hours with 70% of initial lumen maintained till life ends, cct 3000°k / 4000°k / 5700°k /6500°k 46 delhi schedule of rates (e&m)-2025(as per ansi bin), sdcm(standard deviation colour matching) 3, maximum power consumption should not more than the specified rating and fixture shall be of relevant bis standard. manufactures word mark/ name engraved/ embossing/ screen printing on housing. complete in all respect i/c external connections with 1.5 sq.mm frls/hffr, pvc insulated copper conductor single core cable and earthing etc. as required with minimum 5 year oem warranty. system lumen efficacy ≥120 135 lm/watt output. lm79 & lm80 test report and all testing required for led fixtures as per bis shall be submitted. shape size and cct shall be as approved by engineer-in-charge as per requirement. (thermal management: heat sink of aluminium housing such that led junction temperature shall not rise above 90°c).powder coated die cast /extruded aluminium body (thickness 1.20 mm)(make- havells, philips or equivalent) , 18- 22 watt , led strip light (make- philips, wipro or equivalent) , automatic hand dryer (make- dolphy, euronics or equivalent) , automatic touchless toilet urinal sensor alongwith solenoid valve, flexible hose, etc(make- parryware, jaquar or equivalent) total sch b total total (sch a+schb) 0.0 say rs.
Contract Date: Ref. Documents Contract Value : Ref. Document
Cooperative No of Bidders 5
Contract Date: Ref. Documents Contract Value : 37.91 Lakh
Local Bodies No of Bidders 1
4.
Housing Urban and Rular Development #11432190 Price Bid
Tender for 2.6.1Earth 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 Sq M 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 , 2.25Filling Available Excavated Earth (Excluding Hard Rock/Ordinary 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. , 2.27Supplying And Filling In Plinth With Sand Under Floors, Including Watering, Ramming, Consolidating And Dressing Complete. , 4.1.4 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level : - 1 :2:4 (1 Cement : 2 Coarse Sand (Zone-Ill) Derived From Natural Sources : 4 Graded Stone Aggregate 40 Mm Nominal Size Derived From Natural Sources) , 4.1.8 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level : - 1:4:8 (1 Cement : 4 Coarse Sand (Zone-Iii) : 8 Graded Stone Aggregate 40 Mmnominal Size) , 4.17Making Plinth Protection 50 Mm Thick Of Cement Concrete 1 :3:6 (1 Cement : 3 Coarse Sand (Zone-Ill) Derived From Natural Sources : 6 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources) Over 75 Mm Thick Bed Of Dry Brick Ballast 40 Mm Nominal Size, Well Rammed And Consolidated And Grouted With Fine Sand, Including Necessary Excavation, Levelling & Dressing & Finishing The Top Smooth. , 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): 3 Graded Stone Aggregate 20 Mm Nominal Size) ] , 5.33.1.1 Providing And Laying In Position Ready Mixed Or Site Batched Design Mix Cement Concrete For Reinforced Cement Concrete Work; Using Coarse Aggregate And Fine Aggregate Derived From Natural Sources, Portland Pozzolana I Ordinary Portland /Portland Slag Cement, Admixtures In Recommended Proportions As Per Is: 9103 To Accelerate I Retard Setting Of Concrete, To Improve Durability And Workability Without Impairing Strength; Including Pumping Of Concrete To Site Of Laying, Curing, Carriage For All Leads; But Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement As Per Direction Of The Engineer-In-Charge, For The Following Grades Of Concrete.: Note: Extra Cement Up To 10% Of The Minimum Specified Cement Content In Design Mix Shall Be Payable Separately. In Case The Cement Content In Design Mix Is More Than 110% Of The Specified Minimum Cement Content, The Contractor Shall Have Discretion To Either Re-Design The Mix Or Bear The Cost Of Extra Cement. All Works Upto Plinth Level Concrete Of M25 Grade With Minimum Cement Content Of 330 Kg /Cum , 5.33.2.1 Providing And Laying In Position Ready Mixed Or Site Batched Design Mix Cement Concrete For Reinforced Cement Concrete Work; Using Coarse Aggregate And Fine Aggregate Derived From Natural Sources, Portland Pozzolana I Ordinary Portland /Portland Slag Cement, Admixtures In Recommended Proportions As Per Is: 9103 To Accelerate I Retard Setting Of Concrete, To Improve Durability And Workability Without Impairing Strength; Including Pumping Of Concrete To Site Of Laying, Curing, Carriage For All Leads; But Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement As Per Direction Of The Engineer-In-Charge, For The Following Grades Of Concrete.: Note: Extra Cement Up To 10% Of The Minimum Specified Cement Content In Design Mix Shall Be Payable Separately. In Case The Cement Content In Design Mix Is More Than 110% Of The Specified Minimum Cement Content, The Contractor Shall Have Discretion To Either Re-Design The Mix Or Bear The Cost Of Extra Cement. All Works Above Plinth Level Upto Floor V Level Concrete Of M25 Grade With Minimum Cement Content Of 330 Kg /Cum , 5.22.6Steel Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level. Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More , 5.9.1Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For : Foundations, Footings, Bases For Columns , 5.9.5Lintels, Beams, Plinth Beams, Girders, Bressumers And Cantilevers , 5.9.21Lintels, Beams, Plinth Beams, Girders, Bressumers And Cantilevers With Water Proof Ply 12 Mm Thick , 6.1.2Brick Work With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 In Foundation And Plinth In: Cement Mortar 1 :6 (1 Cement: 6 Coarse Sand) , 7.1.1Random 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 : Cement Mortar 1 :6 (1 Cement: 6 Coarse Sand) , 8.14.4.1Stone Work (Machine Cut Edges) For Wall Lining Etc. (Veneer Work) Upto 10 Metre Height, Backing Filled With A Grout Of Average 12 Mm Thick Cement Mortar 1 :3 (1 Cement: 3 Coarse Sand) Including Pointing In White Cement Mortar 1 :2 (1 White Cement : 2 Stone Dust) With An Admixture Of Pigment Matching The Stone Shade : (To Be Secured To The Backing And The Sides By Means Of Cramps And Pins Which Shall Be Paid For Separately) :White Sand Stone - Exposed Face Machine Cut And Table Rubbed With Rough Backing. 70 Mm Thick , 8.25.1Providing And Fixing 2Nd Class Teak Wood Plain Lining Tongued And Grooved, Including Wooden Plugs Complete With Necessary Screws And Priming Coat On Unexposed Surface. 40 Mm Thick , 8.25.4Providing And Fixing 2Nd Class Teak Wood Plain Lining Tongued And Grooved, Including Wooden Plugs Complete With Necessary Screws And Priming Coat On Unexposed Surface. 12 Mm Thick , 10.16.1Steel Work In Built Up Tubular (Round, Square Or Rectangular Hollow Tubes Etc.) Trusses Etc., Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer, Including Welding And Bolted With Special Shaped Washers Etc. Complete. Hot Finished Welded Type Tubes , 10.25.1Steel 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 Stringers, Treads, Landings Etc. Of Stair Cases, Including Use Of Chequered Plate Wherever Required, All Complete , 11.41.2Providing And Laying Vitrified Floor Tiles In Different Sizes (Thickness To Be Specified By The Manufacturer) With Water Absorption Less Than 0.08% And Conforming To Is: 15622, Of Approved Make, In All Colours And Shades, Laid On 20Mm Thick Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), Jointing With Grey Cement Slurry @ 3.3 Kg/ Sqm Including Grouting The Joints With White Cement And Matching Pigments Etc., Complete. Size Of Tile 600X600 Mm , 12.34Providing Fixing Thermal Insulation Of Ceiling (Under Deck Insulation) With Resin Bonded Fibre Glass Wool Conforming To Is : 8183, Density 24Kg I M3, 50 Mm Thick, Wrapped In 200 G Virgin Polythene Bags, Fixed To Ceiling With Metallic Cleats (50X50x3 Mm)@ 60 Cm And Wire Mesh Of 12.5 Mm X 24 Gauge Wire Mesh, For Top Most Ceiling Of Building. , 12.50Providing And Fixing Precoated Galvanised Iron Profile Sheets (Size, Shape And Pitch Of Corrugation As Approved By Engineer-In-Charge) Of Total Coated Thickness 0.50 Mm (Base Metal Of Minimum 0.45 Mm Thickness With Total Coating Thickness Of 0.05Mm) With Zinc Coating 120 Grams Per Sqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns. Sheet Should Have Protective Guard Film Of 25 Microns Minimum To Avoid Scratches During Transportation And Should Be Supplied In Single Length Upto 12 Metre Or As Desired By Engineer-In-Charge. The Sheet Shall Be Fixed Using Self Drilling /Self Tapping Screws Of Size (5.5X 55 Mm) With Epdm Seal, Complete Upto Any Pitch In Horizontal/ Vertical Or Curved Surfaces, Excluding The Cost Of Purlins, Rafters And Trusses And Including Cutting To Size And Shape Wherever Required. , 12.51.1 Providing And Fixing Precoated Galvanised Steel Sheet Roofing Accessories Of Total Coated Thickness 0.50 Mm (Base Metal Of Minimum 0.45 Mm Thickness With Total Coating Thickness Of 0.05 Mm) With Zinc Coating 120 Gram Per Sqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns Using Self Drilling/ Self Tapping Screws Complete : Ridges Plain (500 - 600Mm) , 12.51.2 Providing And Fixing Precoated Galvanised Steel Sheet Roofing Accessories Of Total Coated Thickness 0.50 Mm (Base Metal Of Minimum 0.45 Mm Thickness With Total Coating Thickness Of 0.05 Mm) With Zinc Coating 120 Gram Per Sqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns Using Self Drilling/ Self Tapping Screws Complete :Flashings/ Aprons.( Upto 600 Mm) , 12.51.6 Providing And Fixing Precoated Galvanised Steel Sheet Roofing Accessories Of Total Coated Thickness 0.50 Mm (Base Metal Of Minimum 0.45 Mm Thickness With Total Coating Thickness Of 0.05 Mm) With Zinc Coating 120 Gram Per Sqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns Using Self Drilling/ Self Tapping Screws Complete :Gutter (600 Mm Over All Girth) , 13.50.2Applying Priming Coat: With Ready Mixed Aluminium Primer Of Approved Brand And Manufacture On Resinous Wood And Plywood , 13.50.3Applying Priming Coat: With Ready Mixed Red Oxide Zinc Chromate Primer Of Approved Brand And Manufacture On Steel Galvanised Iron/ Steel Works , 13.62.1 Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture Of Required Colour To Give An Even Shade : Two Or More Coats On New Work Over An Under Coat Of Suitable Shade With Ordinary Paint Of Approved Brand And Manufacture , 13.68.1French Spirit Polishing :Two Or More Coats On New Works Including A Coat Of Wood Filler , 16.69 Providing And Laying At Or Near Ground Level Factory Made Kerb Stone Of M-25 Grade Cement Concrete In Position To The Required Line, Level And Curvature, Jointed With Cement Mortar 1:3 (1 Cement: 3 Coarse Sand), Including Making Joints With Or Without Grooves (Thickness Of Joints Except At Sharp Curve Shall Not To More Than 5 Mm), Including Making Drainage Opening Wherever Required Complete Etc. As Per Direction Of Engineer In-Charge (Length Of Finished Kerb Edging Shall Be Measured To Calculate Volume For Payment). (Precast cement concrete Kerb Stone Shall Be Approved By Engineer-In-Charge). , 16.92Providing And Fixing 10X10x7.50 Cm Granite Stone Block Hand Cut And Chisel Dressed On Top, For Paving In Floors, Drains Etc. Laid Over 20 Mm Thick Base Mortar 1:4 (1 Cement : 4 Coarse Sand) With Joints 10 Mm Wide Filled With Same Mortar Including Ruled Pointing Etc. Complete As Per Direction Of Engineer-In-Charge. , 1-2Excavationinfoundationfor Retaining,Breastwallsetc, Inall Typesofsoils And Rocks Includingall Lead, Lift Anddisposal Of Surplusmaterial Asper Direction Of Engineer- In- Charge, As Per Drawing And Technical Specifications Clause 305.1 Of Mord Specifiction , 1-4 Randomrubblestonemasonry Laid In1:6Cement Andsandmortar, In Breastwalls,Retainingwalls,Parapets,Scuppers,Etc. Includingsupplyofall Material, Labour, T&Pand Royaltiies Etc. Complete As Per Drawingand Technical Specifications Clauses 702, 704, 1202 & 1203 Of Mord Specifiction , 1-3 Randomrubblestonemasonry Laiddry, Inbreastwalls, Retainingwalls, Etc. Including Supply Of All Material, Labour, T&P And Royaltiies Etc. Completeasper Drawingand Technical Specificationsclauses702, 704, 1202 & 1203 Of Mord Specifiction , 1-5 Handpackedstonefillinginbackofwallls Includingcostofallmaterials, Royality,T&Petc.Completeasperdirectionofengineer-In-Charge. (Asper Pwd Uttarakhand Specifications) , 2-2Concretewithcement, Coarsesandand40mmgaugestoneballast In Proportion1:4:8 In Foundationsand Floors Includingsupplyof Allmaterial, Labour Andt&Petc. Required For Proper Completionof Thework. Asper Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 , 3-7Removal Of Unsuitable Soil With Disposal Upto 1000 M Removal Of Unsuitable Soil Including Excavation, Loading And Disposal Upto 1000 M Lead But Excluding Compaction Ground Supporting Embankment Subgradereplacement By Suitable Soil, Which Shall Be Paid Separately As Per Clause 303.5.2As Per Technical Specification Clause 302.3.11 , 12-9Providing Weepholes In Brick Masonry/Stone Masonry, Plain/Reinforced Concrete Abutment, Wing Wall, Return Wall With 100 Mm Dia Ac Pipe Extending Through The Full Width Of The Structures With Slope Of 1(V):20(H) Towards Drawing Face Complete As Per Drawing And Technical Specification Clauses 614, 709, 1204.3.7 , Providing & Supplying Of 25W Self Ballasted Led , Providing & Supplying Of Decorative Lighting Pole Of 4M , Providing & Fixing Of Aayush Wellness Based Signages/Boards Including Vertical Pole & Ms Sheet , Providing & Fixing Of Aayush Wellness Based 3D Paintings With Pop Texture Including Texture Paint
Contract Date: Ref. Documents Contract Value : Ref. Document
Local Bodies No of Bidders 3
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5.
Housing Urban and Rular Development #11432189 Price Bid
Tender for Demolishing Of Cement Concrete Manually & Disposal Of Material Within 50 Metres.Nominal Concrete 1:3:6 Or Richer Mix , Demolishing Of Reinforced Cement Concrete Work Manually Including Stacking Of Steel Bars & Disposal Of Material Within 50 Metres. , Dismantling Of Doors & Windows Frames & Chawkhats Of Area Blow 3 Sqm. , Dismantiling Of Roofing Including Ridges, Hips Valley And Gutters Etc. And Stacking Gs Sheet , Earth Work In Excavation By Mechanical Means By Hydraulicexcavator )/ Manual Means In Foundation Trenches Or Drains (Not Exceeding 1.5 M In Width Or10 Sqm On Plan Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M. , Excavating Trenches Of Required Width For Pipes, Cables, Etc Including Excavation For Sockets, And Dressing Of Sides, Ramming Of Bottoms, Depth Upto 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 A Lead Of 50 M :Pipes, Cables Etc. Exceeding 80 Mm Dia. But Not Exceeding 300 Mm Dia. , Filling Available Excavated Earth (Excluding Rock) In Trenches, Plinth,Sides Of Foundations Etc. In Layers Not Exceeding 20 Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering, Lead Up To 50 M And Lift Upto 1.5M. , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level :1:4:8 (1 Cement : 4 Coarse Sand (Zoneiii) : 8 Graded Stone Aggregate 40 Mm Nominal Size) , Providing And Laying In Position Specified Grade Of Reinforceed Cement Cocrete Excluding The Cost Of Centering, Shuttring, Finishing And Reinforcment - All Work Upto Plinth Level.1:1.5:3 (1 Cement : 1.5 Coarse Sand : 3 Graded Stone Aggregate 20Mm Nominal Size) , 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. Upto Floor Five Level Excluding Cost Of Centring,Shuttering, Finishing And Reinforcement.1:1.5:3 (1 Cement : 1.5 Coarse Sand : 3 Graded Stone Aggregate 20Mm Nominal Size) , 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 Up To Floor Five Level, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement, With 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size). , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For :Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For :Suspended Floors, Roofs, Landings, Balconies And Access Platform , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For :Lintels, Beams, Plinth Beams, Girders, Bressumers And Cantilevers , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For :Columns, Pillars, Piers, Abutments, Posts And Struts , Steel Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level- Thermo-Mechanically Treated Bars , Structural Steel Work Riveted, Bolted Or Welded In Built Up Sections, Trusses And Framed Work, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete. , Brick Work With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 In Foundation And Plinth In Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) , 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 1:6 (1 Cement : 6 Coarse Sand) , Half Brick Masonry 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 Cement Mortar 1 :4 (1 Cement :4 Coarse Sand) , Casement Cum Fixed Panel Window Having One Single Casement Panel & One Fixed Panel With S.S 304 Friction Hinges As Per Size And Weight Of Sash, Multi-Point Locking System, Zinc Alloy (Zamak) Powder Coated Handles Using R3 Series With Frame (55 Mm & Above ) X (45 Mm & Above) & Sash (55 Mm & Above) X (65 Mm & Above) & Mullion (55 Mm & Above) X (65 Mm & Above). (Height Upto 1.8 Metre; Each Openable Shutter Upto 0.8M Width) , Ventilator Casement Window Single Panel With Or Without Fixed Panel With S.S. 304 Friction Hinges As Per Size And Weight Of Sash, Single Point Locking Zinc Alloy (Zamak) Using R3 Series With Frame (55 Mm & Above) X (45 Mm & Above) & Sash /Mullion (55 Mm & Above) X (65 Mm & Above). (Height Above 1.2 Metre) , Casement Door Double Panel With French (False) Mullion With Zinc Alloy (Zamak) 30 Hinges, Multi-Point Locking System With Cylinder, Zinc Alloy (Zamak) Powder Coated Handles On Both Sides.Using R4 Series With Frame (64 Mm & Above) X (55 Mm & Above) & Sash (64 Mm & Above) X (100 Mm & Above) & French (False) Mullion (64 Mm & Above) X (60 Mm & Above). (Height Above 2.5 Metre). , Providing And Fixing 18 Mm Thick Gang Saw Cut, Mirror Polished, Premoulded And Prepolished, Machine Cut For Kitchen Platforms, Vanity Counters, Window Sills, Facias And Similar Locations Of Required Size, Approved Shade, Colour And Texture Laid Over 20 Mm Thick Base Cement Mortar 1 :4 (1 Cement: 4 Coarse Sand), Joints Treated With White Cement, Mixed With Matching Pigment, Epoxy Touch Ups, Including Rubbing, Curing, Moulding And Polishing Of Edges To Give High Gloss Finish Etc. Complete At All Levels Granite Stone Slab Of All Colour And Texture Except Black, Cherry/Ruby Red Area Of Slab Over 0.50 Sqm , Providing And Laying Vitrified Floor Tiles In Different Sizes (Thickness To Be Specified By The Manufacturer) With Water Absorption Less Than 0.08% And Conforming To Is : 15622, Of Approved Make, In All Colours And Shades, Laid On 20Mm Thick Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), Including Grouting The Joints With White Cement And Matching Pigments Etc., Complete. Size Of Tile 600X600 Mm , Providing And Fixing Ist Quality Ceramic Glazed Wall Tiles Conforming To Is: 15622 (Thickness To Be Specified By The Manufacturer), Of Approved Make, In All Colours, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineer-In-Charge, In Skirting, Risers Of Steps And Dados, Over 12 Mm Thick Bed Of Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) And Jointing With Grey Cement Slurry @ 3.3Kg Per Sqm, Including Pointing In White Cement Mixed With Pigment Of Matching Shade Complete , Kota Stone Slabs 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. , 12 Mm Cement Plaster Of Mix :1:6 (1 Cement: 6 Coarse Sand) , 20 Mm Cement Plaster Of Mix 1:6 (1 Cement: 6 Coarse Sand) , Providing & Applying White Cement Based Putty Of 2 Mm Thick Of Approved Brand Over Plastered Wall Surface For Even & Smooth Wall Fiinsh , Finishing With Delux Multi Surface Paint For Interiors Using Primer As Specified Two Or More Coats Applied On Wall At 1.25Ltr/10 Sqm Over And Including And On Coat Of Special Primer , Finishing Walls With Textured Acrylic Smooth Paint New Work (Two Or More Coats Applied @ 3.28 Ltr/ 10 Sqm Over And Including Priming Coat Of Exterior Primer Applied @ 2.20 Kg/ 10 Sqm , Applying Primer Coat With Ready Mix Red Oxide Zinc Chromate Primer Of Approved Brand And Manufacturer On Steel Works And Gi , Finishing With Epoxy Paint Two Coats On All Location Prepared And Applied On Steel , Providing Corrugated G.S. Sheet Roofing Including Vertical I Curved Surface Fixed With Polymer Coated J Or L Hooks, Bolts And Nuts 8 Mm Diameter With Bitumen And G.I. Limpet Washers Or With G.I. Limpet Washers Filled With White Lead, Including A Coat Of Approved Steel Primer And Two Coats Of Approved Paint On Overlapping Of Sheets Complete (Up To Any Pitch In Horizontal/ Vertical Or Curved Surfaces), Excluding The Cost Of Purlins, Rafters And Trusses And Including Cutting To Size And Shape Wherever Required. , Providing And Fixing Precoated Galvanised Steel Sheet Roofing Accessories Of Total Coated Thickness 0.50 Mm (Base Metal Of Minimum 0.45 Mm Thickness With Total Coating Thickness Of 0.05 Mm) With Zinc Coating 120 Gram Per Sqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns Using Self Drilling/ Self Tapping Screws Complete : Ridges Plain (500 - 600Mm) , Providing And Fixing Precoated Galvanised Steel Sheet Roofing Accessories Of Total Coated Thickness 0.50 Mm (Base Metal Of Minimum 0.45 Mm Thickness With Total Coating Thickness Of 0.05 Mm) With Zinc Coating 120 Gram Per Sqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns Using Self Drilling/ Self Tapping Screws Complete Barge Board Upto 300 Mm , Providing And Fixing Precoated Galvanised Steel Sheet Roofing Accessories Of Total Coated Thickness 0.50 Mm (Base Metal Of Minimum 0.45 Mm Thickness With Total Coating Thickness Of 0.05 Mm) With Zinc Coating 120 Gram Per Sqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns Using Self Drilling/ Self Tapping Screws Complete Gutter 600 Mm Over All Girth , Providing 10 Mm Thick Plaster Of Paris (Gypsum Anhydrous) Ceiling Up To A Height Of 5 M Above Floor Level, Over First Class Kail Wood Strips 25X6 Mm With 10 Mm Gap In Between And Reinforced With Rabbit Wire Mesh Fixed To Wooden Frame (Frame Work To Be Paid Separately) , 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 :Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) , 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 :Cement Mortar 1:6 (1 Cement : 6 Coarse Sand)
Contract Date: Ref. Documents Contract Value : Ref. Document
Local Bodies No of Bidders 3
Uttarakhand View Result →
6.
Housing Urban and Rular Development #11432188 Price Bid
Tender for Demolishing Of Cement Concrete Manually & Disposal Of Material Within 50 Metres.Nominal Concrete 1:3:6 Or Richer Mix , Demolishing Of Reinforced Cement Concrete Work Manually Including Stacking Of Steel Bars & Disposal Of Material Within 50 Metres. , Dismantling Of Doors & Windows Frames & Chawkhats Of Area Blow 3 Sqm. , Dismantiling Of Roofing Including Ridges, Hips Valley And Gutters Etc. And Stacking Gs Sheet , Earth Work In Excavation By Mechanical Means By Hydraulicexcavator )/ Manual Means In Foundation Trenches Or Drains (Not Exceeding 1.5 M In Width Or10 Sqm On Plan Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M. , Excavating Trenches Of Required Width For Pipes, Cables, Etc Including Excavation For Sockets, And Dressing Of Sides, Ramming Of Bottoms, Depth Upto 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 A Lead Of 50 M :Pipes, Cables Etc. Exceeding 80 Mm Dia. But Not Exceeding 300 Mm Dia. , Filling Available Excavated Earth (Excluding Rock) In Trenches, Plinth,Sides Of Foundations Etc. In Layers Not Exceeding 20 Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering, Lead Up To 50 M And Lift Upto 1.5M. , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level :1:4:8 (1 Cement : 4 Coarse Sand (Zoneiii) : 8 Graded Stone Aggregate 40 Mm Nominal Size) , Providing And Laying In Position Specified Grade Of Reinforceed Cement Cocrete Excluding The Cost Of Centering, Shuttring, Finishing And Reinforcment - All Work Upto Plinth Level.1:1.5:3 (1 Cement : 1.5 Coarse Sand : 3 Graded Stone Aggregate 20Mm Nominal Size) , 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. Upto Floor Five Level Excluding Cost Of Centring,Shuttering, Finishing And Reinforcement.1:1.5:3 (1 Cement : 1.5 Coarse Sand : 3 Graded Stone Aggregate 20Mm Nominal Size) , 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 Up To Floor Five Level, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement, With 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size). , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For :Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For :Suspended Floors, Roofs, Landings, Balconies And Access Platform , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For :Lintels, Beams, Plinth Beams, Girders, Bressumers And Cantilevers , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For :Columns, Pillars, Piers, Abutments, Posts And Struts , Steel Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level- Thermo-Mechanically Treated Bars , Structural Steel Work Riveted, Bolted Or Welded In Built Up Sections, Trusses And Framed Work, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete. , Brick Work With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 In Foundation And Plinth In Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) , 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 1:6 (1 Cement : 6 Coarse Sand) , Half Brick Masonry 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 Cement Mortar 1 :4 (1 Cement :4 Coarse Sand) , Casement Cum Fixed Panel Window Having One Single Casement Panel & One Fixed Panel With S.S 304 Friction Hinges As Per Size And Weight Of Sash, Multi-Point Locking System, Zinc Alloy (Zamak) Powder Coated Handles Using R3 Series With Frame (55 Mm & Above ) X (45 Mm & Above) & Sash (55 Mm & Above) X (65 Mm & Above) & Mullion (55 Mm & Above) X (65 Mm & Above). (Height Upto 1.8 Metre; Each Openable Shutter Upto 0.8M Width) , Ventilator Casement Window Single Panel With Or Without Fixed Panel With S.S. 304 Friction Hinges As Per Size And Weight Of Sash, Single Point Locking Zinc Alloy (Zamak) Using R3 Series With Frame (55 Mm & Above) X (45 Mm & Above) & Sash /Mullion (55 Mm & Above) X (65 Mm & Above). (Height Above 1.2 Metre) , Casement Door Double Panel With French (False) Mullion With Zinc Alloy (Zamak) 30 Hinges, Multi-Point Locking System With Cylinder, Zinc Alloy (Zamak) Powder Coated Handles On Both Sides.Using R4 Series With Frame (64 Mm & Above) X (55 Mm & Above) & Sash (64 Mm & Above) X (100 Mm & Above) & French (False) Mullion (64 Mm & Above) X (60 Mm & Above). (Height Above 2.5 Metre). , Providing And Fixing 18 Mm Thick Gang Saw Cut, Mirror Polished, Premoulded And Prepolished, Machine Cut For Kitchen Platforms, Vanity Counters, Window Sills, Facias And Similar Locations Of Required Size, Approved Shade, Colour And Texture Laid Over 20 Mm Thick Base Cement Mortar 1 :4 (1 Cement: 4 Coarse Sand), Joints Treated With White Cement, Mixed With Matching Pigment, Epoxy Touch Ups, Including Rubbing, Curing, Moulding And Polishing Of Edges To Give High Gloss Finish Etc. Complete At All Levels Granite Stone Slab Of All Colour And Texture Except Black, Cherry/Ruby Red Area Of Slab Over 0.50 Sqm , Providing And Laying Vitrified Floor Tiles In Different Sizes (Thickness To Be Specified By The Manufacturer) With Water Absorption Less Than 0.08% And Conforming To Is : 15622, Of Approved Make, In All Colours And Shades, Laid On 20Mm Thick Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), Including Grouting The Joints With White Cement And Matching Pigments Etc., Complete. Size Of Tile 600X600 Mm , Providing And Fixing Ist Quality Ceramic Glazed Wall Tiles Conforming To Is: 15622 (Thickness To Be Specified By The Manufacturer), Of Approved Make, In All Colours, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineer-In-Charge, In Skirting, Risers Of Steps And Dados, Over 12 Mm Thick Bed Of Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) And Jointing With Grey Cement Slurry @ 3.3Kg Per Sqm, Including Pointing In White Cement Mixed With Pigment Of Matching Shade Complete , Kota Stone Slabs 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. , 12 Mm Cement Plaster Of Mix :1:6 (1 Cement: 6 Coarse Sand) , 20 Mm Cement Plaster Of Mix 1:6 (1 Cement: 6 Coarse Sand) , Providing & Applying White Cement Based Putty Of 2 Mm Thick Of Approved Brand Over Plastered Wall Surface For Even & Smooth Wall Fiinsh , Finishing With Delux Multi Surface Paint For Interiors Using Primer As Specified Two Or More Coats Applied On Wall At 1.25Ltr/10 Sqm Over And Including And On Coat Of Special Primer , Finishing Walls With Textured Acrylic Smooth Paint New Work (Two Or More Coats Applied @ 3.28 Ltr/ 10 Sqm Over And Including Priming Coat Of Exterior Primer Applied @ 2.20 Kg/ 10 Sqm , Applying Primer Coat With Ready Mix Red Oxide Zinc Chromate Primer Of Approved Brand And Manufacturer On Steel Works And Gi , Finishing With Epoxy Paint Two Coats On All Location Prepared And Applied On Steel , Providing Corrugated G.S. Sheet Roofing Including Vertical I Curved Surface Fixed With Polymer Coated J Or L Hooks, Bolts And Nuts 8 Mm Diameter With Bitumen And G.I. Limpet Washers Or With G.I. Limpet Washers Filled With White Lead, Including A Coat Of Approved Steel Primer And Two Coats Of Approved Paint On Overlapping Of Sheets Complete (Up To Any Pitch In Horizontal/ Vertical Or Curved Surfaces), Excluding The Cost Of Purlins, Rafters And Trusses And Including Cutting To Size And Shape Wherever Required. , Providing And Fixing Precoated Galvanised Steel Sheet Roofing Accessories Of Total Coated Thickness 0.50 Mm (Base Metal Of Minimum 0.45 Mm Thickness With Total Coating Thickness Of 0.05 Mm) With Zinc Coating 120 Gram Per Sqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns Using Self Drilling/ Self Tapping Screws Complete : Ridges Plain (500 - 600Mm) , Providing And Fixing Precoated Galvanised Steel Sheet Roofing Accessories Of Total Coated Thickness 0.50 Mm (Base Metal Of Minimum 0.45 Mm Thickness With Total Coating Thickness Of 0.05 Mm) With Zinc Coating 120 Gram Per Sqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns Using Self Drilling/ Self Tapping Screws Complete Barge Board Upto 300 Mm , Providing And Fixing Precoated Galvanised Steel Sheet Roofing Accessories Of Total Coated Thickness 0.50 Mm (Base Metal Of Minimum 0.45 Mm Thickness With Total Coating Thickness Of 0.05 Mm) With Zinc Coating 120 Gram Per Sqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns Using Self Drilling/ Self Tapping Screws Complete Gutter 600 Mm Over All Girth , Providing 10 Mm Thick Plaster Of Paris (Gypsum Anhydrous) Ceiling Up To A Height Of 5 M Above Floor Level, Over First Class Kail Wood Strips 25X6 Mm With 10 Mm Gap In Between And Reinforced With Rabbit Wire Mesh Fixed To Wooden Frame (Frame Work To Be Paid Separately) , Excavation Work By Mechanical Means (Hydraulic Excavator)/ Manual Means In Foundation Trenches Or Drains (Not Exceeding 1.5M In Width Or 10 Sqm On Plan), Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soils As Directed, Within A Lead Of 50 M. , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level :1 :1.5 :3 (1 Cement: 1 % Coarse Sand (Zone-Ill) Derived From Natural Sources : 3 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources) , Supply & Fixing Of Pedestrain Traffic Barrier , Supply & Fixing Of Dustbin , Supply & Fixing Of Signages
Contract Date: Ref. Documents Contract Value : Ref. Document
Local Bodies No of Bidders 3
Uttarakhand View Result →
7.
Housing Urban and Rular Development #11432187 Price Bid
Tender for Demolishing Of Cement Concrete Manually & Disposal Of Material Within 50 Metres.Nominal Concrete 1:3:6 Or Richer Mix , Demolishing Of Reinforced Cement Concrete Work Manually Including Stacking Of Steel Bars & Disposal Of Material Within 50 Metres. , Demolishing Of Brick Work Manually. In Cement Mortar Disposal Of Material Within 50 Metres , Demolishing Stone Rubble Masonry 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 , Dismantling Of Doors & Windows Frames & Chawkhats Of Area Blow 3 Sqm. , Dismantiling Of Roofing Including Ridges, Hips Valley And Gutters Etc. And Stacking Gs Sheet , Earth Work In Surface Excavation Not Exceeding 30 Cm In Depth But Exceeding 1.5 M In Width As Well As 10 Sqm On Plan Including Getting Out And Disposal Of Excavated Earth Upto 50 M And Lift Upto 1.5 M, As Directed By Engineer-In- Charge: , Earth Work In Excavation By Mechanical Means By Hydraulicexcavator )/ Manual Means In Foundation Trenches Or Drains (Not Exceeding 1.5 M In Width Or10 Sqm On Plan Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M. , Filling Available Excavated Earth (Excluding Rock) In Trenches, Plinth,Sides Of Foundations Etc. In Layers Not Exceeding 20 Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering, Lead Up To 50 M And Lift Upto 1.5M. , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level 1:2:4 (1 Cement : 2 Coarse Sand: 4 Graded Stone Aggregate 40 Mm Nominal Size) , Providing And Laying Cement Concrete In Retaining Walls, Return Walls, Walls (Any Thickness) Including Attached Pilasters, Columns, Piers, Abutments, Pillars, Posts, Struts, Buttresses, String Or Lacing Courses, Parapets, Coping, Bed Blocks, Anchor Blocks, Plain Window Sills, Fillets, Sunken Floor Etc., Up To Floor Five Level, Excluding The Cost Of Centering, Shuttering And Finishing: 1:2:4 , Providing And Laying Cement Concrete In Kerbs, Steps And The Like At Or Near Ground Level Excluding The Cost Of Centering, Shuttering And Finishing. 1:1.5:3 (1 Cement: 1.5 Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size) , Making Plinth Protection 50 Mm Thick Of Cement Concrete 1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size) Over 75 Mm Thick Bed Of Dry Brick Ballast 40 Mm Nominal Size. , Providing And Laying In Position Ready Mixed Or Site Batched Design Mix Cement Concrete For Reinforced Cement Concrete Work Using Coarse Aggregate And Fine Aggregate Derived From Natural Sources, Portland Pozzolana / Ordinary Portland /Portland Slag Cement, Admixtures In Recommended Proportions To Accelerate / Retard Setting Of Concrete, To Improve Durability And Workability Without Impairing Strength Including Pumping Of Concrete To Site Of Laying, Curing, Carriage For All Leads But Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement As Per Direction Of The Engineer-In-Charge, For The Following Grades Of Concrete. , Reinforced Cement Concrete Work In Walls, Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts And Struts Etc. Above Plinth Level Up To Floor Five Level, Excluding Cost Of Centering, Shuttering, Finishing And Reinforcement. 1:1.5:3 (1 Cement :1.5 Coarse Sand: 3 Graded Stone Aggregate 20 Mm Nominal Size) , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For :Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For :Walls Including Attached Pilasters, Butteresses, Plinth And String Courses Etc. , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For :Lintels, Beams, Plinth Beams, Girders, Bressumers And Cantilevers , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For :Suspended Floors, Roofs, Landings, Balconies And Access Platform , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For :Columns, Pillars, Piers, Abutments, Posts And Struts , Steel Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level- Thermo-Mechanically Treated Bars , Structural Steel Work Riveted, Bolted Or Welded In Built Up Sections, Trusses And Framed Work, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete. , Brick Work With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 In Foundation And Plinth In Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) , 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 1:6 (1 Cement : 6 Coarse Sand) , Half Brick Masonry 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 Cement Mortar 1 :4 (1 Cement :4 Coarse Sand) , Three Track Three Panels Sliding Window With Aluminium Channel For Roller Track, Wool Pile, Nylon Rollers With Ss 304 Body. Using R3 Series With Frame (98 Mm & Above) X (40 Mm & Above) & Sash (30 Mm & Above) X (55 Mm & Above) With Zinc Alloy (Zamak) Powder Coated Handle On Two End Panels Along With Multi-Point Locking System (Height Upto 1.8 Metre) , Casement Door Double Panel With French (False) Mullion With Zinc Alloy (Zamak) 30 Hinges, Multi-Point Locking System With Cylinder, Zinc Alloy (Zamak) Powder Coated Handles On Both Sides.Using R4 Series With Frame (64 Mm & Above) X (55 Mm & Above) & Sash (64 Mm & Above) X (100 Mm & Above) & French (False) Mullion (64 Mm & Above) X (60 Mm & Above). (Height Above 2.5 Metre). , Providing And Laying Vitrified Floor Tiles In Different Sizes (Thickness To Be Specified By The Manufacturer) With Water Absorption Less Than 0.08% And Conforming To Is : 15622, Of Approved Make, In All Colours And Shades, Laid On 20Mm Thick Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), Including Grouting The Joints With White Cement And Matching Pigments Etc., Complete. Size Of Tile 600X600 Mm , Providing And Laying Vitrified Floor Tiles In Different Sizes (Thickness To Be Specified By The Manufacturer) With Water Absorption Less Than 0.08% And Conforming To Is : 15622, Of Approved Make, In All Colours And Shades, Laid On 20Mm Thick Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), Including Grouting The Joints With White Cement And Matching Pigments Etc., Complete. Size Of Tile 600X600 Mm , Providing And Fixing Ist Quality Ceramic Glazed Wall Tiles Conforming To Is: 15622 (Thickness To Be Specified By The Manufacturer), Of Approved Make, In All Colours, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineer-In-Charge, In Skirting, Risers Of Steps And Dados, Over 12 Mm Thick Bed Of Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) And Jointing With Grey Cement Slurry @ 3.3Kg Per Sqm, Including Pointing In White Cement Mixed With Pigment Of Matching Shade Complete , Providing And Laying 60 Mm Thick Faciory Made Cement Concrete Interlocking Paver Block Of M-30 Grade Made By Block Making Machine With Strong Vibratory Compaction, Of Approved Size, Design & Shape, Laid In Required Colour And Pattern Over And Including 50 Mm Thick Compacted Bed Of Coarse Sand, Filling The Joints With Line Sand Etc. All Complete As Per The Direction Of Engineer-In-Charge. , Kota Stone Slabs 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. , 12 Mm Cement Plaster Of Mix :1:6 (1 Cement: 6 Coarse Sand) , 20 Mm Cement Plaster Of Mix 1:6 (1 Cement: 6 Coarse Sand) , Providing & Applying White Cement Based Putty Of 2 Mm Thick Of Approved Brand Over Plastered Wall Surface For Even & Smooth Wall Fiinsh , Colour Washing Such As Green, Blue Or Buff To Give An Even Shade. New Work (Two Or More Coats) With A Base Coat Of Whiting. , Distempering With 1St Quality Acrylic Distemper Having Voc Content Less Than 50 Gram/Litre, Of Approved Manufacturer And Of Required Shade And Colour All Complete To Achieve Even Shade And Colour. New Work Over And Including Water Thinnable Priming Coat With Cement Primer Having Voc Content Less Than 50 Gram/Litre , Finishing Walls With Water Proofing Cement Paint Of Required Shade Two Or More Coats Applied. , Finishing With Delux Multi Surface Paint For Interiors Using Primer As Specified Two Or More Coats Applied On Wall At 1.25Ltr/10 Sqm Over And Including And On Coat Of Special Primer , Applying Primer Coat With Ready Mix Red Oxide Zinc Chromate Primer Of Approved Brand And Manufacturer On Steel Works And Gi , Finishing With Epoxy Paint Two Coats On All Location Prepared And Applied On Steel , Providing And Fixing Dry Cladding Upto 10 Metre Height With 30 Mm Thick Gang Saw Cut Stone With Machine Cut Edges Of Uniform Colour And Size Upto 1Mx1m, Fixed To Structural Steel Frame Work And/ Or With The Help Of Cramps, Pins Etc. And Sealing The Joints With Approved Weather Sealant As Per Architectural Drawing And Direction Of Engineer-In-Charge , Providing And Fixing Insulating Board Ceiling Of Approved Quality With Necessary Nails Etc. Complete. Flame Retardant Face Insulating Board, 12 Mm Thick , Providing And Fixing Thermal Insulation With Resin Bonded Fibre Glass Wool Conforming To Is: 8183. Density 16 Kg/M³, 50 Mm Thick, Wrapped In 200G Virgin Polythene Bags Placed Over Existing False Ceiling And Held In Position By Criss-Crossing Gi Wire , Providing Wood Work In Frames Of False Ceiling, Partitions Etc. Sawn And Fixed In Position With Necessary Stainless Steel Screws Etc. , Providing And Fixing 35 Mm Thick Factory Made Laminated Veneer Lumber Door Shutter Conforming To Is : 14616 And Tads 15:2001 (Part B), Fixing With Butt Hinges Of Required Size With Necessary Screws, All Complete As Per Directions Of Engineer- In-Charge And Panelling With Panels Of 12 Mm Thick Plain Grade -1, Medium Density Flat Pressed Three Layer Particle Board , Providing And Fixing Panelling Or Panelling And Glazing In Panelled Or Panelled And Glazed Shutters For Doors, Windows And Clerestory Windows. Panelling For Panelled Or Panelled And Glazed Shutters 25 Mm To 40 Mm Thick. Particle Board 12 Mm Thick. , Varnishing With Varnish Of Approved Brand And Manufacture : Two Or More Coats On New Work Over An Under Coat Of Suitable Shade With Ordinary Paint Of Approved Brand And Manufacture. Two Or More Coats Of Glue Sizing With Copal Varnish Over An Under Coat Of Flatting Varnish , French Spirit Polishing Two Or More Coats On New Works Including A Coat Of Wood Filler , Polishing On Wood Work With Ready Mixed Wax Polish Of Approved Brand And Manufacture :
Contract Date: Ref. Documents Contract Value : Ref. Document
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8.
Housing Urban and Rular Development #11432178 Price Bid
Tender for Excavation In Foundation For Retaining, Breast Walls Etc, In All Types Of Soils And Rocks Including All Lead, Lift And Disposal Of Surplus Material As Per Direction Of Engineer - In - Charge, As Per Drawing And Technical Specifications Clause 305.1 Of Mord Specifiction , Removal Of Unsuitable Soil With Disposal Upto 1000 M Removal Of Unsuitable Soil Including Excavation, Loading And Disposal Upto 1000 M Lead But Excluding Compaction Ground Supporting Embankment Subgrade Replacement By Suitable Soil, Which Shall Be Paid Separately As Per Clause 303.5.2 As Per Technical Specification Clause 302.3.11 , Concrete With Cement, Coarse Sand And 40 Mm Gauge Stone Ballast In Proportion 1:4:8 In Foundations And Floors Including Supply Of All Material, Labour And T&P Etc. Required Forproper Completion Of The Work. As Per Drawings And Technical Specifications Clause 802, 803, 1202 & 1203 , Random Rubble Stone Masonry Laid In 1:6 Cement And Sand Mortar, In Breast Walls, Retaining Walls, Parapets, Scuppers, Etc. Including Supply Of All Material, Labour, T&P And Royaltiies Etc. Complete As Per Drawing And Technical Specifications Clauses 702, 704, 1202 & 1203 Of Mord Specifiction , Random Rubble Stone Masonry Laid Dry, In Breast Walls, Retaining Walls, Etc. Including Supply Of All Material, Labour, T&P And Royaltiies Etc. Complete As Per Drawing And Technical Specifications Clauses 702, 704, 1202 & 1203 Of Mord Specifiction , Hand Packed Stone Filling In Back Of Wallls Including Cost Of All Materials, Royality, T&P Etc. Complete As Per Direction Of Engineer-In- Charge. (As Per Pwd Uttarakhand Specifications) , Providing Weepholes In Brick Masonry/Stone Masonry, Lain / Reinforced Concrete Abutment, Wing Wall, Return Wall With 100 Mm Dia Ac Pipe Extending Through The Full Width Of The Structures With Slope Of 1(V):20(H) Towards Drawing Face Complete As Per Drawing And Technical Specification Clauses 614, 709, 1204.3.7 , Excavation In Hilly Areas In Ordinary Rock By Mechanical Means Not Requiring Blasting (With Out Dozer) Excavation In Hilly Area In Ordinary Rock Not Requiring Blasting By Mechanical Means Without Using Dozer Including Cutting And Trimming Of Slopes And Disposal Of Cut Material With A Lift Upto 1.5 M And Lead Upto 20 M As Per Clause 1603.2. , Providing And Laying Of Stone Set Pavement Over 2.5 Cm Thick Bedding Layer Of Plain Cement Concrete 1:2:4 Which Shall Further Be Placed Over 10 Cm Thick Dry Stone Kharanja Or Crushed Stones Base Over A Prepared Subgrade As Per Drawings And Technical Specifications. The Size Of Stones Shall Not Be Less Than 20Cm X 20Cm And Thickness Of Stones Shall Vary From 10Cm To 15 Cm. The Work Includes Filling Of Joints With Plain Cement Concrete 1:2:4 As Per The Standard Drawings And Instructions Of The Engineer-In-Charge. , 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. All Kinds Of Soil. , 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 And For All Lift. , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level : - 1:4:8 (1 Cement : 4 Coarse Sand (Zone-Iii) Derived From Natural Sources : 8 Graded Stone Aggregate 40 Mm Nominal Size Derived From Natural Sources) , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level : - 1:2:4 (1 Cement : 2 Coarse Sand (Zone-Iii) Derived From Natural Sources : 4 Graded Stone Aggregate 40 Mm Nominal Size Derived From Natural Sources) , Brick Work With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 In Foundation And Plinth In: Cement Mortar 1:6 (1 Cement : 6 Coarse Sand , 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 : 6.4.1 Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) , 15 Mm Cement Plaster On The Rough Side Of Single Or Half Brick Wall Of Mix : 1:6 (1 Cement: 6 Fine Sand) - Outer Plaster , Distempering With Oil Bound Washable Distemper Of Approved Brand And Manufacture To Give An Even Shade : 13.41.1 New Work (Two Or More Coats) Over And Including Water Thinnable Priming Coat With Cement Primer , Steel Work In Built Up Tubular (Round, Square Or Rectangular Hollow Tubes Etc.) Trusses Etc., Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer, Including Welding And Bolted With Special Shaped Washers Etc. Complete.Hot Finished Seamless Type Tubes , 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 Stringers, Treads, Landings Etc. Of Stair Cases, Including Use Of Chequered Plate Wherever Required, All Complete , 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 Aggreentrance Gate 20 Mm Nominal Size Derived From Natural Sources) , 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 Aggreentrance Gate 20 Mm Nominal Size) Upto Plinth Level With : Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) , 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 Up To 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 Aggreentrance Gate 20 Mm Nominal Size Derived From Natural Sources) , Steel Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level. Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More. , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For :Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For :Columns, Pillars, Piers, Abutments, Posts And Struts , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For :Lintels, Beams, Plinth Beams, Girders, Bressumers And Cantilevers , Centering And Shuttering Including Strutting, Propping Etc. Lintels, Beams, Plinth Beams, Girders, Bressumers And Cantilevers With Water Proof Ply 12 Mm Thick , Random Rubble Masonry With Hard Stone In Superstructure Above Plinth Level And Upto Floor Five Level, Including Leveling Up With Cement Concrete 1:6:12 (1 Cement : 6 Coarse Sand : 12 Graded Stone Aggregate 20 Mm Nominal Size) At Window Sills, Ceiling Level And The Like. Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) , Pointing On Stone Work With Cement Mortar 1:3 (1 Cement : 3 Fine Sand) : Raised And Cut Pointing , Providing And Fixing 2Nd Class Teak Wood Plain Lining Tongued And Grooved, Including Wooden Plugs Complete With Necessary Screws And Priming Coat On Unexposed Surface. 12 Mm Thick , French Spirit Polishing : Two Or More Coats On New Works Including A Coat Of Wood Filler , Providing And Fixing Precoated Galvanised Iron Profile Sheets (Size, Shape And Pitch Of Corrugation As Approved By Engineer-In-Charge) Of Total Coated Thickness 0.50Mm (Base Metal Of Minimum 0.45Mm Thickness With Total Coating Thickness Of 0.05Mm) With Zinc Coating 120 Grams Per Sqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns. Sheet Should Have Protective Guard Film Of 25 Microns Minimum To Avoid Scratches During Transportation And Should Be Supplied In Single Length Upto 12 Metre Or As Desired By Engineer-In-Charge. The Sheet Shall Be Fixed Using Self Drilling /Self Tapping Screws Of Size (5.5X 55 Mm) With Epdm Seal, Complete Upto Any Pitch In Horizontal/ Vertical Or Curved Surfaces, Excluding The Cost Of Purlins, Rafters And Trusses And Including Cutting To Size And Shape Wherever Required. , Providing Fixing Thermal Insulation Of Ceiling (Under Deck Insulation) With Resin Bonded Fibre Glass Wool Conforming To Is : 8183, Density 24Kg / M3, 50Mm Thick, Wrapped In 200 G Virgin Polythene Bags, Fixed To Ceiling With Metallic Cleats (50X50x3 Mm) @ 60 Cm And Wire Mesh Of 12.5 Mm X 24 Gauge Wire Mesh, For Top Most Ceiling Of Building. , Providing And Fixing Precoated Galvanised Steel Sheet Roofing Accessories Of Total Coated Thickness 0.50Mm (Base Metal Of Minimum 0.45Mm Thickness With Total Coating Thickness Of 0.05Mm) With Zinc Coating 120 Grams Per Sqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns Using Self Drilling/ Self Tapping Screws Complete : Ridges Plain (500 - 600Mm) , Providing And Fixing Precoated Galvanised Steel Sheet Roofing Accessories Of Total Coated Thickness 0.50Mm (Base Metal Of Minimum 0.45Mm Thickness With Total Coating Thickness Of 0.05Mm) With Zinc Coating 120 Grams Per Sqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns Using Self Drilling/ Self Tapping Screws Complete : Flashings/ Aprons.( Upto 600 Mm) , Providing And Fixing Precoated Galvanised Steel Sheet Roofing Accessories Of Total Coated Thickness 0.50Mm (Base Metal Of Minimum 0.45Mm Thickness With Total Coating Thickness Of 0.05Mm) With Zinc Coating 120 Grams Per Sqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns Using Self Drilling/ Self Tapping Screws Complete : Gutter (600 Mm Over All Girth) , Manufacturing, Supplying And Fixing Retro Reflective Sign Boards Made Up Of 2 Mm Thick Aluminium Sheet, Face To Be Fully Covered With High Intensity Encapsulated Type Heat Activated Retro Reflective Sheeting Conforming To Type - Iv Of Astm-D 4956-01 In Blue And Silver White Or Other Colour Combination Including Subject Matter, Message (Bi-Lingual), Symbols And Borders Etc. As Per Irc ; 67:2001, Pasted On Substrate By An Adhesive Backing Which Shall Be Activated By Applying Heat And Pressure Conforming To Class -2 Of Astm-D-4956-01 And Fixing The Same With Suitable Sized Aluminium Alloy Rivets @ 20 Cm C/C To Back Support Frame Of M.S. Angle Iron Of Size 25X25x3 Mm Along With Theft Resistant Measures, Mounted And Fixed With 2 Nos. M.S. Angles Of Size 35X35x5 Mm To A Vertical Post Made Up To M.S. Tee Section Ismt 50X50x6 Mm Welded With Base Plate Of Size 100X100x5 Mm At The Bottom End And Including Making Holes In Pipes, Angles Flats, Providing & Fixing M.S. Message Plate Of Required Size, Steel Work To Be Painted With Two Or More Coats Of Synthetic Enamel Paint Of Required Shade And Of Approved Brand & Manufacture Over Priming Coat Of Zinc Chromate Yellow Primer (Vertical Ms-Tee Support To Be Painted In Black And White Colours).Backside Of Aluminium Sheet To Be Painted With Two Or More Coats Of Epoxy Paint Over And Including Appropriate Priming Coat Including All Leads And Lifts Etc. Complete As Per Drawing, Specification And Direction Of Engineer-In-Charge. 16.59.1 Mandatory/ Regulatory Sign Boards Of 900 Mm Diametre With Support Length Of 3750 Mm , 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. 2.6.1 All Kinds Of Soil , Providing And Laying In Position Ready Mixed Or Site Batched Design Mix Cement Concrete For Reinforced Cement Concrete Work; Using Coarse Aggregate And Fine Aggregate Derived From Natural Sources, Portland Pozzolana / Ordinary Portland /Portland Slag Cement, Admixtures In Recommended Proportions As Per Is: 9103 To Accelerate / Retard Setting Of Concrete, To Improve Durability And Workability Without Impairing Strength; Including Pumping Of Concrete To Site Of Laying, Curing, Carriage For All Leads; But Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement As Per Direction Of The Engineer-In-Charge, For The Following Grades Of Concrete.: Note: Extra Cement Up To 10% Of The Minimum Specified Cement Content In Design Mix Shall Be Payable Separately. In Case The Cement Content In Design Mix Is More Than 110% Of The Specified Minimum Cement Content, The Contractor Shall Have Discretion To Either Re-Design The Mix Or Bear The Cost Of Extra Cement. All Works Above Plinth Level Upto Floor V Level Concrete Of M25 Grade With Minimum Cement Content Of 330 Kg /Cum , Providing And Laying In Position Ready Mixed Or Site Batched Design Mix Cement Concrete For Reinforced Cement Concrete Work; Using Coarse Aggregate And Fine Aggregate Derived From Natural Sources, Portland Pozzolana / Ordinary Portland /Portland Slag Cement, Admixtures In Recommended Proportions As Per Is: 9103 To Accelerate / Retard Setting Of Concrete, To Improve Durability And Workability Without Impairing Strength; Including Pumping Of Concrete To Site Of Laying, Curing, Carriage For All Leads; But Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement As Per Direction Of The Engineer-In-Charge, For The Following Grades Of Concrete.: Note: Extra Cement Up To 10% Of The Minimum Specified Cement Content In Design Mix Shall Be Payable Separately. In Case The Cement Content In Design Mix Is More Than 110% Of The Specified Minimum Cement Content, The Contractor Shall Have Discretion To Either Re-Design The Mix Or Bear The Cost Of Extra Cement. All Works Above Plinth Level Upto Floor V Level Concrete Of M25 Grade With Minimum Cement Content Of 330 Kg /Cum , Surface Dressing Of The Ground Including Removing Vegetation And In-Equalities Not Exceeding 15 Cm Deep And Disposal Of Rubbish, Lead Up To 50 M And Lift Up To 1.5 M , Supplying And Filling In Plinth With Sand Under Floors, Including Watering, Ramming, Consolidating And Dressing Complete. , Treatment Of Soil Under Existing Floors Using Chemical Emulsion @ One Litre Per Hole, 300 Mm Apart Including Drilling 12 Mm Diameter Holes And Plugging With Cement Mortar 1 :2 (1 Cement : 2 Coarse Sand) To Match The Existing Floor: With Chlorpyriphos / Lindane E.C. 20% With 1% Concentration , Making Plinth Protection 50Mm Thick Of Cement Concrete 1:3:6 (1 Cement : 3 Coarse Sand (Zone - Iii) Derived From Natural Sources : 6 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources) Over 75Mm Thick Bed Of Dry Brick Ballast 40 Mm Nominal Size, Well Rammed And Consolidated And Grouted With Fine Sand, Including Necessary Excavation, Levelling & Dressing & Finishing The Top Smooth , Providing And Fixing Plain Lining With Necessary Screws/Nuts & Bolts/ Nails, Including A Coat Of Approved Primer On One Face, And Fixed On Wooden /Steel Frame Work, Complete As Per Direction Of Engineer-In- Charge (Frame Work Shall Be Paid For Separately). 12 Mm Thick Commercial Ply Conforming To Is : 1328 Bwr Type , Providing Fixing Thermal Insulation Of Ceiling (Under Deck Insulation) With Resin Bonded Fibre Glass Wool Conforming To Is : 8183, Density 24Kg / M3, 50Mm Thick, Wrapped In 200 G Virgin Polythene Bags, Fixed To Ceiling With Metallic Cleats (50X50x3 Mm) @ 60 Cm And Wire Mesh Of 12.5 Mm X 24 Gauge Wire Mesh, For Top Most Ceiling Of Building. , Providing And Fixing Of External Wall System On Light Gauge Steel Frame Work With Outer Face Cement Boards As Per Standard Sizes Fixed With Self-Drilling / Taping Screws / Fasteners @ 60 Cm C/C Of Approved Make. A Groove Of 2 Mm To 3 Mm Shall Be Maintained And Grooves Shall Be Sealed With Silicon Based Sealant. The Board Shall Be Fixed In A Staggered Pattern. Screws Shall Be Of Counter Sunk Rib Head Of 1.60 Mm To 4 Mm Thick Or 8 To 10 Gauge Of Length Varying From 25 To 45 Mm And. Internal Face 12.5 Mm Thick Gypsum Plaster Board Fixed On Cement Board As Per Standard Sizes Fixed With Self- Drilling / Taping Screws / Fasteners @ 60Cm C/C Of Approved Make, Proper Taping And Jointing To Be Done Using Fiber Mesh Tape And Epoxy And Acrylic Based Jointing Compound For Seamless Finish.(Cost Of Frame Work To Be Paid For Separately) Outer Face- Outer Face Having 6 Mm Thick Fiber Cement Board Type A, Category-Iv As Per Is:14862:2000 Fixed On 9 Mm Thick Fiber Cement Board, Type A, Category-Iv As Per Is:14862:2000 (High Pressure Steam Cured) Inner Face- 12.5 Mm Thick Gypsum Plaster Board Conforming To Is 2095:2011 Fixed On 8 Mm Thick Fibre Cement Board Of Type B, Category-Iii As Per Is:14862:2000 (High Pressure Steam Cured) , Providing And Fixing Internal Wall Panels On Light Gauge Steel Frame Work With 12.5 Mm Thick Gypsum Plaster Board Conforming Is 2095:2011 Fixed On Cement Board As Per Standard Sizes Fixed With Self-Drilling / Taping Screws / Fasteners @ 60 Cm C/C Of Approved Make, Screws Shall Be Of Counter Sunk Rib Head Of 1.60 Mm To 4 Mm Thick Or 8 To 10 Gauge Of Length Varying From 25 To 45 Mm. Proper Taping And Jointing To Be Done Using Fiber Mesh Tape And Epoxy And Acrylic Based Jointing Compound For Seamless Finish.(Cost Of Frame Work To Be Paid For Separately Cement Fiber Board 8 Mm Thick Of Type B, Category Iii As Per Is 14862:2000 (High Pressure Steam Cured) , Providing And Fixing In All Exterior Face Panels Breathable Vapour Barrier Underneath The Cement Fiber Board As Per National Building Code 2009 Complete As Per Direction Of Engineer-In-Charge. , Providing And Fixing M.S. Tubular Frames For Doors, Windows, Ventilators And Cupboard With Rectangular/ L-Type Sections, Made Of 1.60 Mm Thick M.S. Sheet, Joints Mitred, Welded And Grinded Finish, With Profiles Of Required Size, Including Fixing Of Necessary Butt Hinges And Screws And Applying A Priming Coat Of Approved Steel Primer. 10.15.1 Fixing With 15X3 Mm Lugs 10 Cm Long Embedded In Cement Concrete Block 15X10x10 Cm Of cement concrete 1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size , Providing And Fixing Pressed Steel Door Frames Conforming To Is: 4351, Manufactured From Commercial Mild Steel Sheet Of 1.60 Mm Thickness, Including Hinges, Jamb, Lock Jamb, Bead And If Required Angle Threshold Of Mild Steel Angle Of Section 50X25 Mm, Or Base Ties Of 1.60 Mm, Pressed Mild Steel Welded Or Rigidly Fixed Together By Mechanical Means, Including M.S. Pressed Butt Hinges 2.5 Mm Thick With Mortar Guards, Lock Strikeplate And Shock Absorbers As Specified And Applying A Coat Of Approved Steel Primer After Pre-Treatment Of The Surface As Directed By Engineer In-Charge: Profile B Fixing With Carbon Steel Galvanised Dash Fastener Of Required Dia And Size (To Be Paid For Separately) , Providing And Fixing M.S. Grills Of Required Pattern In Frames Of Windows Etc. With M.S. Flats, Square Or Round Bars Etc. Including Priming Coat With Approved Steel Primer All Complete. Fixed To Steel Windows By Welding , Providing And Fixing Fly Proof Galvanized M.S. Wire Gauge To Windows And Clerestory Windows Using Wire Gauge With Average Width Of Aperture 1.4 Mm In Both Directions With Wire Of Dia 0.63 Mm All Complete. With 12 Mm Mild Steel U Beading (Mosquito Jali). , Providing & Fixing Glass Panes With Putty And Glazing Clips In Steel Doors, Windows, Clerestory Windows, All Complete With : 10.30.1 4.0 Mm Thick Glass Panes , Providing And Fixing Isi Marked Oxidised M.S. Handles Conforming To Is:4992 With Necessary Screws Etc. Complete (Copper Oxidised As Per Is 1378) - 125 Mm , Providing And Fixing Isi Marked Oxidised M.S. Tower Bolt Black Finish, (Barrel Type) With Necessary Screws Etc. Complete (Copper Oxidised As Per Is 1378) - 250X10 Mm , Providing And Fixing Isi Marked Oxidised M.S. Sliding Door Bolts With Nuts And Screws Etc. Complete (Copper Oxidised As Per Is 1378) - 300X16 Mm , Providing And Fixing Isi Marked 85X42 Mm Oxidised M.S. Pull Bolt Lock Conforming To Is : 7534 With Necessary Screws Bolts, Nut And Washers Etc. Complete (Copper Oxidised As Per Is 1378). , Providing And Fixing Aluminium Hanging Floor Door Stopper Isi Marked Anodised (Anodic Coating Not Less Than Grade Ac 10 As Per Is : 1868) Transparent Or Dyed To Required Colour And Shade With Necessary Screws Etc. Complete. Single Rubber Stopper , Providing And Fixing Ptmt Door Catcher Of Length 72 Mm And Dia. Of 42 Mm With Suitable Washers Weighing Not Less Than 33 Gms , Providing And Laying Vitrified Tiles In Floor With Different Sizes (Thickness To Be Specified By The Manufacturer), With Water Absorption Less Than 0.08% And Conforming To Is:15622, Of Approved Brand & Manufacturer, In All Colours And Shade, Laid With Cement Based High Polymer Modified Quick Set Tile Adhesive (Water Based) Conforming To Is : 15477, In Average 6 Mm Thickness, Including Grouting Of Joints (Payment For Grouting Of Joints To Be Made Separately). Size Of Tile 600X600 Mm , Providing And Laying Vitrified Tiles In Different Sizes (Thickness To Be Specified By The Manufacturer), With Water Absorption Less Than 0.08% And Conforming To Is: 15622, Of Approved Brand & Manufacturer, In All Colours And Shade, In Skirting, Riser Of Steps, Laid With Cement Based High Polymer Modified Quick Set Tile Adhesive (Water Based) Conforming To Is: 15477, In Average 6 Mm Thickness, Including Grouting Of Joints (Payment For Grouting Of Joints To Be Made Separately). Size Of Tile 600X600 Mm , Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture Of Required Colour To Give An Even Shade : Two Or More Coats On New Work Over An Under Coat Of Suitable Shade With Ordinary Paint Of Approved Brand And Manufacture , Excavating, Supplying, Stacking And Filling Of Local Earth (Including Royalty) By Mechanical Transport Upto A Lead Of 5Km Also Including Ramming And Watering Of The Earth In Layers Not Exceeding 20 Cm In Foundation Trenches, Plinth, Sides Of Foundation Etc. Complete For All Lift. , Supplying And Filling Of Earth By Mechanical Transport Including Loading, Unloading & Stacking Beyond 5Km Upto 10Km & Beyond 10Km Upto 20Km (Including All) , Providing And Laying In Position Ready Mixed Or Site Batched Design Mix Cement Concrete For Reinforced Cement Concrete Work; Using Coarse Aggregate And Fine Aggregate Derived From Natural Sources, Portland Pozzolana / Ordinary Portland /Portland Slag Cement, Admixtures In Recommended Proportions As Per Is: 9103 To Accelerate / Retard Setting Of Concrete, To Improve Durability And Workability Without Impairing Strength; Including Pumping Of Concrete To Site Of Laying, Curing, Carriage For All Leads; But Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement As Per Direction Of The Engineer-In-Charge; For The Following Grades Of Concrete. Note: Extra Cement Up To 10% Of The Minimum Specified Cement Content In Design Mix Shall Be Payable Separately. In Case The Cement Content In Design Mix Is More Than 110% Of The Specified Minimum Cement Content, The Contractor Shall Have Discretion To Either Re-Design The Mix Or Bear The Cost Of Extra Cement. All Works Above Plinth Level Upto Floor V Level. Concrete Of M30 Grade With Minimum Cement Content Of 350 Kg /Cum , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For :Stairs, (Excluding Landings) Except Spiral-Staircases , 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 1:6 (1 Cement : 6 Coarse Sand) , Half Brick Masonry 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. Cement Mortar 1:4 (1 Cement :4 Coarse Sand) , Extra For Providing And Placing In Position 2 Nos 6Mm Dia. M.S. Bars At Every Third Course Of Half Brick Masonry , 12 Mm Cement Plaster Of Mix: 1:6 (1 Cement: 6 Fine Sand) - Inner Plaster , Providing And Fixing Isi Marked Flush Door Shutters Conforming To Is : 2202 (Part I) Non-Decorative Type, Core Of Block Board Construction With Frame Of 1St Class Hard Wood And Well Matched Commercial 3 Ply Veneering With Vertical Grains Or Cross Bands And Face Veneers On Both Faces Of Shutters: 35 Mm Thick Including Isi Marked Stainless Steel Butt Hinges With Necessary Screw , Providing And Fixing Factory Made Isi Marked Steel Glazed Doors, Windows And Ventilators, Side /Top /Centre Hung, With Beading And All Members Such As F7d,F4b, K11 B And K12 B Etc. Complete Of Standard Rolled Steel Sections, Joints Mitred And Flash Butt Welded And Sash Bars Tenoned And Riveted, Including Providing And Fixing Of Hinges, Pivots, Including Riming Coat Of Approved Steel Primer, But Excluding The Cost Of Other Fittings, Complete All As Per Approved Design, (Sectional Weight Of Only Steel Members Shall Be Measured For Payment). 10.11.1 Fixing With 15X3 Mm Lugs 10 Cm Long Embedded In Cement Concrete Block 15X10x10 Cm Of cement concrete 1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size , Providing And Fixing Ist Quality Ceramic Glazed Wall Tiles Conforming To Is: 15622 (Thickness To Be Specified By The Manufacturer), Of Approved Make, In All Colours, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineer-In-Charge, In Skirting, Risers Of Steps And Dados, Over 12 Mm Thick Bed Of Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) And Jointing With Grey Cement Slurry @ 3.3Kg Per Sqm, Including Pointing In White Cement Mixed With Pigment Of Matching Shade Complete , Providing And Laying Ceramic Glazed Floor Tiles Of Size 300X300 Mm (Thickness To Be Specified By The Manufacturer), Of 1St Quality Conforming To Is : 15622, Of Approved Make, In All Colours, Shades, Except White, Ivory, Grey, Fume Red Brown, Laid On 20 Mm Thick Bed Of Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), Jointing With Grey Cement Slurry @ 3.3 Kg/ Sq.M Including Pointing The Joints With White Cement And Matching Pigments Etc., Complete. , 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. , Finishing Walls With Acrylic Smooth Exterior Paint Of Required Shade : New Work (Two Or More Coat Applied @ 1.67 Ltr/10 Sq M Over And Including Priming Coat Of Exterior Primer Applied @ 0.90 Litre/10 Sq M) , Providing And Laying Water Proofing Treatment In Sunken Portion Of Wcs, Bathroom Etc., By Applying Cement Slurry Mixed With Water Proofing Cement Compound Consisting Of Applying : (A) First Layer Of Slurry Of Cement @ 0.488 Kg/Sqm Mixed With Water Proofing Cement Compound @ 0.253 Kg/ Sqm. This Layer Will Be Allowed To Air Cure For 4 Hours. (B) Second Layer Of Slurry Of Cement @ 0.242 Kg/Sqm Mixed With Water Proofing Cement Compound @ 0.126 Kg/Sqm. This Layer Will Be Allowed To Air Cure For 4 Hours Followed With Water Curing For 48 Hours. The Rate Includes Preparation Of Surface, Treatment And Sealing Of All Joints, Corners, Junctions Of Pipes And Masonry With Polymer Mixed Slurry. , Add For Plaster Drip Course/ Groove In Plastered Surface Or Moulding To Reinforced Cement Concrete Projections.
Contract Date: Ref. Documents Contract Value : Ref. Document
Local Bodies No of Bidders 3
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9.
Housing Urban and Rular Development #11432177 Price Bid
Tender for 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 : 6.4.1 Cement Mortar 1 :4 (1 Cement: 4 Coarse Sand) , 12 Mm Cement Plaster Of Mix : 1:6 (1 Cement: 6 Fine Sand) 13.1.2 , Wall Painting With Premium Acrylic Emulsion Paint Of Interior Grade, Having Voc (Volatile Organic Compound ) Content Less Than 50 Grams/ Litre Of Approved Brand And Manufacture, Including Applying Additional Coats Wherever Required To Achieve Even Shade And Colour. Two Coats 13.83.2 , Providing And Laying Vitrified Floor Tiles In Different Sizes (Thickness To Be Specified By The Manufacturer) With Water Absorption Less Than 0.08% And Conforming To Is: 15622, Of Approved Make, In All Colours And Shades, Laid On 20 Mm Thick Cement Mortar 1 :4 (1 Cement: 4 Coarse Sand), Jointing With Grey Cement Slurry @ 3.3 Kg/ Sqm Including Grouting The Joints With White Cement And Matching Pigments Etc., Complete. Size Of Tile 600X600 Mm 11.41.2 , Polishing In High Gloss/Matt Finish Melamine Clear Polish On Wood Work In Required Color/Wooden Shade Texture With Following Process In The Sequence As Detailed 13.116 , Providing And Fixing Flat Pressed Three Layer Particle Or Graded Plain Wood Board Medium Density Exterior Grade (Grade I) Fpt-1, Conforming And Marked To Frame, Backing Or Studding With Screws Etc. Complete (Frames, Backing Or Studding To Be Paid Separately): 9.17.1 12Mmthick , Multipurpose Cement Board Reinforced With Suitable Fibre Cement Screw. 8 Mm Thick Cement Fibre Board, Type- B, Category- Ill As Per Is: 14862 : 2000 9.133.2.1 , 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 In Gratings, Frames, Guard Bar, Ladder, Railings, Brackets, Gates And Similar Works 10.25.2 , Providing And Fixing Precoated Galvanised Iron Profile Sheets (Size, Shape And Pitch Of Corrugation As Approved By Engineer-In-Charge) Of Total Coated Thickness 0.50 Mm (Base Metal Of Minimum 0.45 Mm Thickness With Total Coating Thickness Of 0.05Mm) With Zinc Coating 120 Grams Per Sqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns. Sheet Should Have Protective Guard Film Of 25 Microns Minimum To Avoid Scratches During Transportation And Should Be Supplied In Single Length Upto 12 Metre Or As Desired By Engineer-In-Charge. The Sheet Shall Be Fixed Using Self Drilling /Self Tapping Screws Of Size (5.5X 55 Mm) With Epdm Seal, Complete Upto Any Pitch In Horizontal/ Vertical Or Curved Surfaces, Excluding The Cost Of Purlins, Rafters And Trusses And Including Cutting To Size And Shape Wherever Required. 12.50 , 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-Ill) Derived From Natural Sources : 3 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources) 5.1.2 , Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) I 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. 2.8.1 All Kinds Of Soil. , Steel Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level. Thermo-Mechanically Treated Bars Of Grade Fe-5000 Or More. 5.22.6 , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply And All Cpvc Plain & Brass Threaded Fittings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Engineer In Charge. Internal Work - Exposed On Wall 18.7.1 15 Mm Nominal Dia Pipes , 1 :4:8 (1 Cement : 4 Coarse Sand (Zone-Ill) Derived From Natural Sources : 8 Graded Stone Aggregate 40 Mm Nominal Size Derived From Natural Sources) 4.1.8 , Two Track Two Panels Sliding Window With Aluminium Channel For Roller Track, Wool Pile, Nylon Rollers With Ss 304 Body. 9.147.A1 .1 Using R2 Series With Frame (40 Mm & Above) X (40 Mm & Above) & Sash (25 Mm & Above) X (50 Mm & Above) With Zinc Alloy (Zamak) Powder Coated Touch Locks With Hook (Height Upto 1.2 Metre). , Providing And Fixing Precoated Galvanised Steel Sheet Roofing Accessories Of Total Coated Thickness 0.50 Mm (Base Metal Of Minimum 0.45 Mm Thickness With Total Coating Thickness Of 0.05 Mm) With Zinc Coating 120 Gram Per Sqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns Using Self Drilling/ Self Tapping Screws Complete : 12.51.1 Ridges Plain (500 - 600Mm) , Providing Fixing Thermal Insulation Of Ceiling (Under Deck Insulation) With Resin Bonded Fibre Glass Wool Conforming To Is : 8183, Density 24Kg I M3, 50 Mm Thick, Wrapped In 200 G Virgin Polythene Bags, Fixed To Ceiling With Metallic Cleats (50X50x3 Mm)@ 60 Cm And Wire Mesh Of 12.5 Mm X 24 Gauge Wire Mesh, For Top Most Ceiling Of Building. , Demolishing Stone Rubble Masonry 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 , Dismantling Roofing Including Ridges, Hips, Valleys And Gutters Etc., And Stacking The Material Within 50 Metres Lead Of: , Providing And Fixing White Vitreous China Flat Back Or Wall Corner Type Lipped Front Urinal Basin Of 430X260x350 Mm And 340X410x265 Mm Sizes Respectively With Automatic Flushing Cistern With Standard Flush Pipe And C.P. Brass Spreaders With Brass Unions And G.I Clamps Complete, Including Painting Of Fittings And Brackets, Cutting And Making Good The Walls And Floors Wherever Required , Providing And Fixing White Vitreous China Pedestal Type Water Closet (European Type) With Seat And Lid, 10 Litre Low Level White Vitreous China Flushing Cistern & C.P. Flush Bend With Fittings & C.I. Brackets, 40 Mm Flush Bend, Overflow Arrangement With Specials Of Standard Make And Mosquito Proof Coupling Of Approved Municipal Design Complete, Including Painting Of Fittings And Brackets, Cutting And Making Good The Walls And Floors Wherever Required , Providing And Fixing Water Closet Squatting Pan (Indian Type W.C. Pan ) With 100 Mm Sand Cast Iron P Or S Trap, 10 Litre Low Level White P.V.C. Flushing Cistern, Including Flush Pipe, With Manually Controlled Device (Handle Lever) Conforming To Is : 7231, With All Fittings And Fixtures Complete, Including Cutting And Making Good The Walls And Floors Wherever Required: , 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. , providing and Fixing Of Canada Pine Including Supplying And Fixing Of All Material T&P , Labor Etc , Supply And Fixing Of Wash Basin With Vanity Inluding Of All Material Labour T & P Etc Complete. , Supply And Fixing Off Towel Ring Inluding Of All Material Labour T & P Etc Complete. , Supply And Fixing Of Toilet Paper Holde Inluding Of All Material Labour T & P Etc Complete. , Supply And Fixing Of Hand Fauscets Inluding Of All Material Labour T & P Etc Complete. , Supply And Fixing Of Angle Valve Inluding Of All Material Labour T & P Etc Complete. , Supply And Fixing Of Short Body Bib Cock Inluding Of All Material Labour T & P Etc Complete. , Supply And Fixing Of Shop Disc Inluding Of All Material Labour T & P Etc Complete. , Supply And Fixing Of Looking Mirror Inluding Of All Material Labour T & P Etc Complete. , Supply And Fixing Of Shower Inluding Of All Material Labour T & P Etc Complete. , Supply And Fixing Of Wash Basin Mix Inluding Of All Material Labour T & P Etc Complete. , Supply And Fixing Of Wall Mix Inluding Of All Material Labour T & P Etc Complete. , Supply And Fixing Of Bunk Bed Inluding Of All Material Labour T & P Etc Complete.
Contract Date: Ref. Documents Contract Value : Ref. Document
Local Bodies No of Bidders 3
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10.
Housing Urban and Rular Development #11432176 Price Bid
Tender for Supply/Fixing Of Canada Pine Including Supply And Fixing T&P Etc , Providing And Fixing Flat Pressed Three Layer Particle Or Graded Plain Wood Board Medium Density Exterior Grade (Grade I) Fpt-1, Conforming And Marked To Frame, Backing Or Studding With Screws Etc. Complete (Frames, Backing Or Studding To Be Paid Separately):12Mmthick 9.17.1 , Providing Wood Work In Frames Of Doors, Windows, Clerestory Windows And Other Frames, Wrought Framed And Fixed In Position With Hold Fast Lugs Or With Dash Fasteners Of Required Dia & Length (Hold Fast Lugs Or Dash Fastener Shall Be Paid For Separately).Sal Wood 9.1.2 , Melamine Polishing On Wood Work (One Or More Coat) 13.114 , Finishing Walls With Acrylic Smooth Exterior Paint Of Required Shade : 13.46.1 New Work (Two Or More Coat Applied @ 1.67 Ltr/10 Sqm Over And Including Priming Coat Of Exterior Primer Applied @ 0.90 Litre/10 Sqm) , 13.80 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. , Providing And Laying Vitrified Tiles In Floor In Different Sizes (Thickness To Be Specified By The Manufacturer) With Water Absorption Less Than 0.08% And Conforming To Is:15622, Of Approved Brand & Manufacturer, In All Colours And Shade, Laid On 20 Mm Thick Cement Mortar 1 :4 (1 Cement: 4 Coarse Sand) Jointing With Grey Cement Slurry @3.3 Kg/Sqm Including Grouting The Joints With White Cement And Matching Pigments Etc. The Tiles Must Be Cut With The Zero Chipping Diamond Cutter Only . Laying Of Tiles Will Be Done With The Notch Trowel, Plier, Wedge, Clips Of Required Thickness, Leveling System And Rubber Mallet For Placing The Tiles Gently And Easily. 11.41.4 , 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 Lime Mortar 15.7.3 , Dismantling Tile Work In Floors And Roofs Laid In Cement Mortar Including Stacking Material Within 50 Metres Lead. For Thickness Of Tiles Above 25 Mm And Up To 40 Mm15.23.2 , Dismantling Tiled Roofing With Battens, Boarding Etc. Complete Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead 15.31 , 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. 10.25.2 , 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 : 6.4.1 Cement Mortar 1 :4 (1 Cement: 4 Coarse Sand) , 12 Mm Cement Plaster Of Mix : 1:6 (1 Cement: 6 Fine Sand) 13.1.2 , Providing And Fixing 12 Mm Thick Frameless Toughened Glass Door Shutter Of Approved Brand And Manufacture, Including Providing And Fixing Top & Bottom Pivot & Double Acting Hydraulic Floor Spring Type Fixing Arrangement And Making Necessary Holes Etc. For Fixing Required Door Fittings, All Complete As Per Direction Of Engineer-In-Charge (Door Handle, Lock And Stopper Etc.To Be Paid Separately).21.18 , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fittings And Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement And The Cost Of Cutting Chases And Making Good The Same Including Testing Of Joints Complete As Per Direction Of Engineer In Charge. Concealed Work, Including Cutting Chases And Making Good The Walls Etc. 32 Mm Nominal Dia Pipes 18.8.4 , Providing And Fixing Panelling Or Panelling And Glazing In Panelled Or Panelled And Glazed Shutters For Doors, Windows And Clerestory Windows (Area Of Opening For Panel Inserts Excluding Portion Inside Grooves Or Rebates To Be Measured). Panelling For Panelled Or Panelled And Glazed Shutters 25 Mm To 40 Mm Thick Second Class Teak Wood 9.7.1 , Providing And Fixing 35 Mm Thick Factory Made Laminated Veneer Lumber Door Shutter Conforming To Is: 14616 And Tads 15:2001 (Part B), Fixing With Butt Hinges Of Required Size With Necessary Screws, All Complete As Per Directions Of Engineer- In-Charge And Panelling With Panels Of : (Note:- Butt Hinges And Necessary Screws Shall Be Paid Separately)12 Mm Thick Pre-Laminated Particle Board (Decorative Lamination On Both Sides) Grade -1, Medium Density Flat Pressed, Three Layer Particle Board Fpt- I Or Graded Wood Particle Board Fpt- I, Conforming To Is : 3087, Bonded With Bwp Type Synthetic Resin Adhesive As Per Is : 848 And Pre-Laminated Conforming To Is : 12823, Grade 1, Type - 11 Marked. 9.6.2 , Providing And Fixing Precoated Galvanised Iron Profile Sheets (Size, Shape And Pitch Of Corrugation As Approved By Engineer-In-Charge) Of Total Coated Thickness 0.50 Mm (Base Metal Of Minimum 0.45 Mm Thickness With Total Coating Thickness Of 0.05Mm) With Zinc Coating 120 Grams Per Sqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns. Sheet Should Have Protective Guard Film Of 25 Microns Minimum To Avoid Scratches During Transportation And Should Be Supplied In Single Length Upto 12 Metre Or As Desired By Engineer-In-Charge. The Sheet Shall Be Fixed Using Self Drilling /Self Tapping Screws Of Size (5.5X 55 Mm) With Epdm Seal, Complete Upto Any Pitch In Horizontal/ Vertical Or Curved Surfaces, Excluding The Cost Of Purlins, Rafters And Trusses And Including Cutting To Size And Shape Wherever Required. 12.50 , Providing Wood Work In Frames Of Doors, Windows, Clerestory Windows And Other Frames, Wrought Framed And Fixed In Position With Hold Fast Lugs Or With Dash Fasteners Of Required Dia & Length (Hold Fast Lugs Or Dash Fastener Shall Be Paid For Separately).Kiln Wood9.1.2 , Providing And Fixing Precoated Galvanised Steel Sheet Roofing Accessories Of Total Coated Thickness 0.50 Mm (Base Metal Of Minimum 0.45 Mm Thickness With Total Coating Thickness Of 0.05 Mm) With Zinc Coating 120 Gram Per Sqm As Per Is: 277, In 12.51.1 , Providing And Fixing White Vitreous China Pedestal Type Water Closet (European Type W.C. Pan) With Seat And Lid, 10 Litre Low Level White P.V.C. Flushing Cistern, Including Flush Pipe, With Manually Controlled Device (Handle Lever), Conforming To Is : 7231, With All Fittings And Fixtures Complete, Including Cutting And Making Good The Walls And Floors Wherever Required : 17.2.1 W.C. Pan With Isi Marked White Solid Plastic Seat And Lid , Supply And Fixing Of Wash Basin With Vanity Inluding Of All Material Labour T & P Etc Complete. , Supply And Fixing Off Towel Ring Inluding Of All Material Labour T & P Etc Complete. , Supply And Fixing Of Toilet Paper Holde Inluding Of All Material Labour T & P Etc Complete. , Supply And Fixing Of Hand Fauscets Inluding Of All Material Labour T & P Etc Complete. , Supply And Fixing Of Angle Valve Inluding Of All Material Labour T & P Etc Complete. , Supply And Fixing Of Short Body Bib Cock Inluding Of All Material Labour T & P Etc Complete. , Supply And Fixing Of Shop Disc Inluding Of All Material Labour T & P Etc Complete. , Supply And Fixing Of Looking Mirror Inluding Of All Material Labour T & P Etc Complete. , Supply And Fixing Of Shower Inluding Of All Material Labour T & P Etc Complete. , Supply And Fixing Of Towel Rack Inluding Of All Material Labour T & P Etc Complete. , Supply And Fixing Of Wash Basin Mix Inluding Of All Material Labour T & P Etc Complete. , Supply And Fixing Of Wall Mix Inluding Of All Material Labour T & P Etc Complete. , Supply/Fixing Of Pvc Lours Wall Panelling 6*5*5 Incuding Material Labour T&P Etc , Supply And Fixing Wooden Flooring Quotation Including Material Labour T&P Etc , Supply And Fixing Of Double Bed Rate Including Supplying And Fixing Of All Material T&P Etc Passed Trh Sukhatal , Supply And Fixing Of Dbed Head Rest 6*8Ft Including Supplying And Fixing Of All Material T&P Etc , Supply And Fixing Of Lcd Panel Including Supplying And Fixing Of All Material T&P Etc , Supply And Fixing Of Dressing Mirror Including Supplying And Fixing Of All Material T&P Etc , Supply And Fixing Of Luggage Rack Including Supplying And Fixing Of All Material T&P Etc , Supply And Fixing Of Room Chairs 2+1 Table Including Supplying And Fixing Of All Material T&P Etc , Supply And Fixing Of Ward Robe Table Including Supplying And Fixing Of All Material T&P Etc , Supply And Fixing Of Bed Side Table Including Supplying And Fixing Of All Material T&P Etc
Contract Date: Ref. Documents Contract Value : Ref. Document
Local Bodies No of Bidders 3
Uttarakhand View Result →
Contract Date: Ref. Documents Contract Value : 3.24 Lakh
Government Departments No of Bidders 1
13.
Petroleum and Natural Gas #11346768 AOC
Bids Are invited for Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand / Solid Copper conductor for 1.1 KV. to be laid on wall with necessary clamps or in existing trench / pipe at road crossing or floor of following size of cables. (A-1) 4 core 4 Sq. mm , Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand Copper conductor for 1.1 KV. to be laid on wall with necessary clamps or in existing trench / pipe at road crossing or floor of following size of cable. (a) 3 core 2.5Sq. Mm , Laying of XLPE(IS:7098)(I)-88 ISI armoured cable multistrand Aluminium conductor for 1.1 KV. to be laid on wall with necessary clamps or in existing trench / pipe of following size of cables (G) 3 1/2 core 185 Sq. mm ( 95 Sq. mm 1/2 core) , Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand Copper conductor for 1.1 KV. to be laid on wall with necessary clamps or in existing trench / pipe at road crossing or floor of following size of cables. (C) 4 core 25 Sq. mm , Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand Copper conductor for 1.1 KV. to be laid on wall with necessary clamps or in existing trench / pipe at road crossing or floor of following size of cable. (D) 3 core 10 Sq. mm , Providing and, fixing heavy duty flange type brass cable gland with rubber ring for PVC insulated armoured cable complete with out going tails, insulating tape etc for following size of cables. (a) 2 to 4 core 2.5/ 4 Sq. mm , Providing and, fixing heavy duty flange type brass cable gland with rubber ring for PVC insulated armoured cable complete with out going tails, insulating tape etc for following size of cables. (A)3 core 2.5 Sq. mm , Providing and, fixing heavy duty flange type brass cable gland with rubber ring for PVC insulated armoured cable complete with out going tails, insulating tape etc for following size of cables. (E) 4 core 25 Sq. mm , Providing and, fixing heavy duty flange type brass cable gland with rubber ring for PVC insulated armoured cable complete with out going tails, insulating tape etc for following size of cables. (c) 3 core 10 Sq. mm , Solder less crimping type Copper lugs conforming to IS suitable for cable of following size evenly crimped with high pressure tool & connected to switchgear terminals with brass/cadmium plated nut bolts in an approved manner. (A)4Sq.mm , Solder less crimping type Copper lugs conforming to IS suitable for cable of following size evenly crimped with high pressure tool & connected to switchgear terminals with brass/cadmium plated nut bolts in an approved manner. (A) 2.5 Sq.mm , Solder less crimping type Copper lugs conforming to IS suitable for cable of following size evenly crimped with high pressure tool & connected to switchgear terminals with brass/cadmium plated nut bolts in an approved manner. (D) 25 Sq.mm. , Solder less crimping type Copper lugs conforming to IS suitable for cable of following size evenly crimped with high pressure tool & connected to switchgear terminals with brass/cadmium plated nut bolts in an approved manner. (B) 10 Sq.mm , Making trench in soft soil of suitable width of 90 cm deep for laying cable or locating the fault all over the run and back filling the same and making the surface as normal ground. , Making trench in Hard Murrum / Tar Road of suitable width of 90 cm or required depth for laying any size of cable or locating the fault all over the run and back filling the same and making the surface as normal ground. , Covering of cable with second class bricks or cement tiles laid cover the cable crosswise & also on both sides with covering of 7. 5 Cm. layer of sand above & below cable (16 bricks per meter) , Providing and erecting Approved make Three pole moulded case circuit breaker having breaking capacity/strength ICU of 50 K.A. and above at 415 V having Normal current rating 400A with variable Thermal & magnetic release suitable to work on A.C.supply 50 c/s. With all internal connections, spreader tinned copper & complete erected in existing 16 G.M.S. housing [ ICS=100% of ICU only, Cat III] , Providing and erecting required size HOT deep Galvanised iron strip for earthing of H.T. , OCB/ ACB/ Transformer LT panel board, Motors etc. using proper clamp. , Earthing with G.I. earth pipe 4.5 Meter long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. , Disconnecting the cable connection and Providing straight joint with PVC mould using heat shrink /cast resin type epoxy compound Insulating material and making the joint complete using necessary in line connectors, hardener, earth continuity connection, spacers etc. and reconnecting the same & ensure the joint resistance within the limits as per IS. (B)3.5C 50 Sq. mm cable. , Providing and fixing approved make Perforated C type cable tray. Made from sheet steel. The cable tray should be single or double bended as per required and as per IS 2062/1079 and shall be coated with hot dip galvanizing as per IS 2629/4759. with max 17.5% perforation with coupler plate / Fish plate and GI hardware like nut - bolt and washers etc. erection with necessary support( included) as per Specification and as per instruction of engineer in charge.(5) 300 X 50 X 2.0 mm Thick , Providing and fixing approved make 90° Elbow for Perforated C type cable tray. Made from sheet steel. The Junction should be bended as per IS 2062/1079 and shall be coated with hot dip galvanizing as per IS 2629/4759. with coupler plate / Fish plate and GI hardware like nut - bolt and washers etc. erected on existing support as per Specification and as per instruction of engineer in charge. (5) 300 X 50 X 2.0 mm Thick 90° Elbow , Providing and fixing approved make Perforated C type cable tray. Made from sheet steel. The cable tray should be single or double bended as per required and as per IS 2062/1079 and shall be coated with hot dip galvanizing as per IS 2629/4759. with max 17.5% perforation with coupler plate / Fish plate and GI hardware like nut - bolt and washers etc. erection with necessary support( included) as per Specification and as per instruction of engineer in charge. (2) 100 X 50 X 1.6 mm Thick , Providing , erecting , fabricating the M.S. structure as per requirement on site incorporating proper size of M.S. angles,square,round, flats, bars, channels, sections complete with cutting, welding, grinding & finishing duly painted with one coat of red oxide with erection on site as per direction of engineer in charge with necessary grouting, cementing, plastering & finishing complete. , Providing cement concrete.for foundation or for concrete filling in 1:2:4 ratio with 20 to 25 mm stone metal duly plastered with necessary curing for pole muffing or any other purpose.
Contract Date: Ref. Documents Contract Value : 9.58 Lakh
Boards / Undertakings / PSU No of Bidders 4
14.
Youth Affairs and Sports and Culture #11337803 AOC
Bids Are invited for Procurement Of Plumbing And Painting Materials And Tools Emulsion Premier Paint White As Per The S Le All 4 Liters Can - Refer Item 1 Of Specification Document , Water Based Primer All 4 Liters Can - Refer Item 2 Of Specification Document , Wall Putty Powder 5 Kg Pack - Refer Item 3 Of Specification Document , Exterior Emulsion Ace Paint White As Per The S Le All 4 Liters Can - Refer Item 4 Of Specification Document , Enamel Paint Black Each 1 Liter Tin - Refer Item 5 Of Specification Document , Enamel Paint White Each 1 Liter Tin - Refer Item 6 Of Specification Document , Enamel Paint Yellow Each 1 Liter Tin - Refer Item 7 Of Specification Document , Enamel Paint Dawn Each 1 Liter Tin - Refer Item 8 Of Specification Document , Enamel Paint Pink Each 1 Liter Tin - Refer Item 9 Of Specification Document , Red Oxide Powder 25 Kg Bags - Refer Item 10 Of Specification Document , Suryacem Powder - Refer Item 11 Of Specification Document , Epoxy Tiles Grouting - Refer Item 12 Of Specification Document , Birla White Cement 1Kg Pocket - Refer Item 13 Of Specification Document , 4 Inch Brush - Refer Item 14 Of Specification Document , 2 Inch Brush - Refer Item 15 Of Specification Document , 1 Inch Brush - Refer Item 16 Of Specification Document , 4 Inch Roller Handle - Refer Item 17 Of Specification Document , 6 Inch Roller Handle - Refer Item 18 Of Specification Document , 8 Inch Roller Handle - Refer Item 19 Of Specification Document , 4 Inch Roller Refil - Refer Item 20 Of Specification Document , 6 Inch Roller Refil - Refer Item 21 Of Specification Document , 8 Inch Roller Refil - Refer Item 22 Of Specification Document , 8 Inch Mota Roller Refil - Refer Item 23Of Specification Document , Emery Paper 60 80 120 - Refer Item 24 Of Specification Document , Enamel Based Primer - Refer Item 25 Of Specification Document , Yellow O Xide Each 1 Litre Tin - Refer Item 26 Of Specification Document , Aluminum Color Spray Paint 400 Ml Tin - Refer Item 27Of Specification Document , Thinner Each 1 Litre Bottle - Refer Item 28 Of Specification Document , N C Thinner - Refer Item 29 Of Specification Document , 53 Grade Cement - Refer Item 30Of Specification Document , Double Wheel Barrow Capacity Of 320 Kgs - Refer Item 31 Of Specification Document , Hammers 1000Gm 1 No 2500 Gm 1No 5000 Gm Each 1 No With Wooden Handle - Refer Item 32 Of Specification Document , Metalic Cans 20 Liters Capacity - Refer Item 33Of Specification Document , Chordless Angle Grinder As Per S Le - Refer Item 34 Of Specification Document , Paint Mixer Machine - Refer Item 35 Of Specification Document , Angle Cock Brass - Refer Item 36 Of Specification Document , Angle Cock Cpvc - Refer Item 37 Of Specification Document , Bib Clock Brass - Refer Item 38 Of Specification Document , Bib Cock Pvc Tap - Refer Item 39Of Specification Document , Pillar Cock Brass - Refer Item 40 Of Specification Document , Pillar Cock Brass Long Body - Refer Item 41 Of Specification Document , Pillar Cock Pvc - Refer Item 42 Of Specification Document , Push Cock - Refer Item 43 Of Specification Document , Ballvalve Set Three By Four Inch Brass - Refer Item 44 Of Specification Document , Ballvalve Set Brass 1 Inch - Refer Item 45 Of Specification Document , Pvc Ball Valve Set 1 Inch - Refer Item 46 Of Specification Document , Urinal Spider - Refer Item 47 Of Specification Document , Three By Four Inch Brass Gate Valve - Refer Item 48 Of Specification Document , 1 Inch Brass Gate Valve - Refer Item 49 Of Specification Document , 2 Inch Brass Gate Valve - Refer Item 50 Of Specification Document , 3 Inch Brass Gate Valve - Refer Item 51 Of Specification Document , Three By Four Inch Cpvc Gate Valve - Refer Item 52 Of Specification Document , 1 Inch Cpvc Gate Valve - Refer Item 53 Of Specification Document , 1 And One By Four Inch Cpvc Gate Valve - Refer Item 54 Of Specification Document , 1 And Half Inch Cpvc Gate Valve - Refer Item 55 Of Specification Document , 2 Inch Cpvc Gate Valve - Refer Item 56 Of Specification Document , 2 And Half Inch Ci Foot Valve - Refer Item 57 Of Specification Document , 2 And Half Inch Brass Foot Valve - Refer Item 58 Of Specification Document , 2 Inch Upvc Gate Valve - Refer Item 59 Of Specification Document , 1 Inch Upvc Gate Valve - Refer Item 60 Of Specification Document , 1 Inch Cpvc Nrv - Refer Item 61 Of Specification Document , Health Faucet Ptmt - Refer Item 62 Of Specification Document , Health Faucet Ss - Refer Item 63 Of Specification Document , Shower Ss - Refer Item 64 Of Specification Document , Shower Rose - Refer Item 65 Of Specification Document , Connection Pipe Pvc - Refer Item 66 Of Specification Document , Connection Pipe Hot Cold - Refer Item 67 Of Specification Document , Flush Tank - Refer Item 68 Of Specification Document , Flush Tank Ball Cock As Per S Le 7 Types - Refer Item 69 Of Specification Document , Syphon Set For Flush Tank As Per S Le 7 Types - Refer Item 70 Of Specification Document , Wall Mounted W Ccover As Per S Les - Refer Item 71 Of Specification Document , Washing Machine Tap - Refer Item 72 Of Specification Document , Washing Machine Adaptor - Refer Item 73 Of Specification Document , Gerberit Flush Tank Push Plate As Per S Le - Refer Item 74 Of Specification Document , Divertor Inside Fitting For Mixer As Per S Les - Refer Item 75 Of Specification Document , Pillar Cock Spindle As Per S Le Jaguar - Refer Item 76 Of Specification Document , Wall Mixture - Refer Item 77 Of Specification Document , Two In One Bib Cock Brass - Refer Item 78 Of Specification Document , Two In One Angle Cock Brass - Refer Item 79 Of Specification Document , Spindles Half Round Ceramic - Refer Item 80 Of Specification Document , Grating With Hole Ss - Refer Item 81 Of Specification Document , Cp Nipple - Refer Item 82 Of Specification Document , Three By Four Inch Cpvc Pipe - Refer Item 83 Of Specification Document , Three By Four Inch Cpvc Collar - Refer Item 84 Of Specification Document , Three By Four Inch Cpvc Elbow - Refer Item 85 Of Specification Document , Three By Four Inch Cpvc Union - Refer Item 86 Of Specification Document , Three By Four Inch Cpvc Tee - Refer Item 87 Of Specification Document , Three By Four Inch 1 Inch Cpvc Bush - Refer Item 88 Of Specification Document , Three By Four Inch Cpvc Shoe - Refer Item 89 Of Specification Document , Three By Four Nch Cpvc Mta - Refer Item 90 Of Specification Document , Three By Four Inch Cpvc Fta - Refer Item 91 Of Specification Document , Three By Four Inch Cpvc End C Ap - Refer Item 92 Of Specification Document , 1 Inch Cpvc Pipe - Refer Item 93 Of Specification Document , 1 Inch Cpvc Collar - Refer Item 94 Of Specification Document , 1 Inch Cpvc Elbow - Refer Item 95 Of Specification Document , 1 Inch Cpvc Union - Refer Item 96 Of Specification Document , 1 Inch Cpvc Tee - Refer Item 97 Of Specification Document , 1Inch 1 And One By Four Inch Cpvc Bush - Refer Item 98 Of Specification Document , 1 Inch Cpvc Shoe - Refer Item 99 Of Specification Document , 1 Inch Cpvc Mta - Refer Item 100 Of Specification Document , 1 Inch Cpvc Fta - Refer Item 101 Of Specification Document , 1 Inch Cpvc End Cap - Refer Item 102 Of Specification Document , 1 And Half Inch Cpvc Pipe - Refer Item 103 Of Specification Document , 1 And Half Inch Cpvc Collar - Refer Item 104 Of Specification Document , 1 And Half Inch Cpvc Elbow - Refer Item 105 Of Specification Document , 1 And Half Inch Cpvc Union - Refer Item 106 Of Specification Document , 1 And Half Inch Cpvc Tee - Refer Item 107 Of Specification Document , 1 And Half Inch 1 And One By Four Inch Cpvc Bush - Refer Item 108 Of Specification Document , 1 And Half Inch 1 Inch Cpvc Bush - Refer Item 109 Of Specification Document , 1 And Half Inch Cpvc Shoe - Refer Item 110 Of Specification Document , 1 And Half Inch Cpvc Mta - Refer Item 111 Of Specification Document , 1 And Half Inch Cpvc Fta - Refer Item 112 Of Specification Document , 1 And Half Inch Cpvc End Cap - Refer Item 113 Of Specification Document , 2 Inch Cpvc Pipe - Refer Item 114 Of Specification Document , 2 Inch Cpvc Elbow - Refer Item 115 Of Specification Document , 2 Inch Cpvc Union - Refer Item 116 Of Specification Document , 2 Inch Cpvc Tee - Refer Item 117 Of Specification Document , 2 Inch Cpvc Mta - Refer Item 118 Of Specification Document , 2 Inch Cpvc End Cap - Refer Item 119 Of Specification Document , Cpvc Solvent Tin 137 Ml - Refer Item 120 Of Specification Document , Tefflon Tape - Refer Item 121 Of Specification Document , Waste Coupling - Refer Item 122 Of Specification Document , Waste Pipe - Refer Item 123 Of Specification Document , Sink Coupling - Refer Item 124 Of Specification Document , Cpvc Brass Fta Half Inch Three By Four Inch - Refer Item 125 Of Specification Document , Cpvc Brass Mta Half Inch Three By Four Inch - Refer Item 126 Of Specification Document , Cpvc Brass Elbow Fta Half Inch Three By Four Inch - Refer Item 127 Of Specification Document , Cpvc Brass Elbow Mta Half Inch Three By Four Inch - Refer Item 128 Of Specification Document , Cpvc Brass Tee Half Inch Three By Four Inch - Refer Item 129 Of Specification Document , 2 Inch Upvc Pipe - Refer Item 130 Of Specification Document , 1 And Half Inch Ss Nails - Refer Item 131 Of Specification Document , Three By Four Inch Plumbing Sadles - Refer Item 132 Of Specification Document , 1 Inch Plumbing Sadles - Refer Item 133 Of Specification Document , 1 And Half Inch Plumbing Sadles - Refer Item 134 Of Specification Document , 2 Inch Plumbing Sadles - Refer Item 135 Of Specification Document , Door Bend 2 And Half Inch Pvc - Refer Item 136 Of Specification Document , Door Tee 2 And Half Inch Pvc - Refer Item 137 Of Specification Document , Collar Pvc 2 And Half Inch - Refer Item 138 Of Specification Document , Monkey Spanners Big Small Sizes - Refer Item 139 Of Specification Document , Pipe Wrinch 12 Inch 16 Inch - Refer Item 140 Of Specification Document , Combination Plier - Refer Item 141 Of Specification Document , Nose Plier - Refer Item 142 Of Specification Document , Udjustable Spanner - Refer Item 143 Of Specification Document , Wooden Gatta 1000 Nos Each Pocket - Refer Item 144 Of Specification Document , Screw Driver Small Big - Refer Item 145 Of Specification Document , Concrete Drilling Machine - Refer Item 146 Of Specification Document , Granite Drill Bit 19Mm 25Mm - Refer Item 147 Of Specification Document , 1 And Half Hp Pressure Pump - Refer Item 148 Of Specification Document , 1 And Half Inch Hdpe Mta - Refer Item 149 Of Specification Document , 2 Inch Upvc Collar - Refer Item 150 Of Specification Document , 2 Inch Upvc Union - Refer Item 151 Of Specification Document , 2 Inch Upvc Mta - Refer Item 152 Of Specification Document , 2 Inch Upvc Elbow - Refer Item 153 Of Specification Document , Upvc Solvent - Refer Item 154 Of Specification Document , Telephone Shower 1And Half Mtrs With Stand - Refer Item 155 Of Specification Document , 1 Inch Hose Cl - Refer Item 156 Of Specification Document , 1 Inch Hose Nipple - Refer Item 157 Of Specification Document Total Quantity : 7321
Contract Date: Ref. Documents Contract Value : 20.32 Lakh
Government Departments No of Bidders 1
16.
Public Administrative Department #11325415 AOC
Tender For Maintenance Of Municipality Abcd Blocks-General Civil Work; 1 MUNICIPAL OFFICE A&B BLOCK 2 OD429488/2023-2024:Labour engaged for cleaning surrounding area 3 OD429932/2023-2024:Cleaning the tiled surface and removing dirt, dust , bird dropping, grease, oil, algae, fungus, monkey beats, vegetable growth etc., including providing, applying and washing the surface with liquid Ammonia Chemical of 5% solution and other chemical cleaning agentEngineer - incharge, of approved brand and manufacturer, with the help of required scrubbers and also cleaning with machine operated water jet mixed with desired quantity of fine silica where ever required, without causing any scratching/ damage to the stone surface and finally washing the surface with clean water with the help of pressure jet machine, complete in all respect, including taking all precautions to safeguard ventilators, windows, doors etc. by suitable covering so as to avoid any damage to the building / structure, all as per direction of Engineer- in- Charge ( The rate is inclusive of all materials & labours involved except scaffolding). 4 14.76:Cleaning and desilting of gully trap chamber, including removal of rubbish mixed with earth etc. and disposal of same, all as per the direction of Engineer-in-charge. 5 50.17.1.4:Supplying and fixing CP Health faucet good quality including cost of materials and labour charges etc. complete as per the direction of site engineer-in-charge. 6 50.18.9.11.2:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 15 mm dia 10 Kgf/cm2- External work - Exposed on wall 7 9.121:Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross- section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminated shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. 8 9.122.1:Providing and fixing to existing door frames.30 mm thick Glas Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS : 14856, including fixing to frames. 9 21.1.1.1:Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS : 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminnium snap beading for glazing /paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing, paneling and dash fasteners to be paid for separately):For fixed portionAnodised aluminium (anodised transparent or dyed to required shade according to IS : 1868, Minimum anodic coating of grade AC 15) 10 21.1.2.1:For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/ neoprene gasket required (Fittings shall be paid for separately)Anodised aluminium ( anodised transparent or dyed to required shade according to IS : 1868, Minimum anodic coating of grade AC 15) 11 21.3.1:Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer - in -Charge. ( Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) 12 9.48.2:Providing and fixing M.S. Grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to openings/ wooden frames with rawl plugs screws etc 13 OD334510/2025-2026:200mm wide uPVC square rain water gutter,UPVC qutter clamp,UPVC end cap,joints etc 14 OD334511/2025-2026:Providing and fixing steel bib cock of approved quantity conforming to IS: 8931 15 OD334512/2025-2026:Supplying and fixing 75mm dia PVC pipe for the down water (4kg/cm2) 16 OD334513/2025-2026: Providing and fixing factory made PVC door including cost of all fittings, labour charges etc complete (Approved Data of CE LSGD vide circular dated 18.08.2016) OD-11,DSR 2016 1.4902 dtd 05.06.2017 17 11.41.2:Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm. 18 13.52.1:Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturers specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work 19 50.9.11.2:Providing and fixing Thomson Multi wood board or equivalent make paneling 18 mm thick, to frame, backing or studding with screws etc. complete (Frames, backing or studding to be paid separately)as per the direction of site Engineer-in-charge. 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Contract Date: Jun 22, 2026 Contract Value : 4.23 Lakh
Government Departments No of Bidders 1
17.
Tourism #11320518 Technical Bid
Tender For Tourism Development Work Of Shri Ramjanaki Temple, Kotawari In Shahjahanpur District.-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-Incharge. All Kinds Of Soil Dsr-2.6.1 170.25 Cum 133.12 127.80 21757.52 In All Kind Of Soil Upto 1.5M To 3.0M. Depth 2.6.1+2.26.1 18.74 Cum 228.22 219.09 4106.24 In All Kind Of Soil Upto 3.0M To 4.5M. Depth 2.6.1+(2.26.1* 2) 6.37 Cum 323.31 310.38 1977.88 2 Excavation Of Foundation In Ordinary Soil (Loam Clay Or Sand) Including Lift Upto 1.50 Meter And Lead Upto 30 Meter And Including Filling, Watering And Ramming Of Excavated Earth Into The Trenches Or Into The Space Between The Building And Sides Of Foundation Trenches Or Into The Plinth And Removal And Disposal Of Sur-Plus Earth As Directed By The Engineer Incharge Up To A Distance Of 30 Meters From The Foundation Trenches. Dsr-2.1.1 35.61 Cum 97.38 93.49 3329.14 3 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 And For All Lift. Dsr-2.25 8.70 Cum 147.00 141.12 1227.84 4 Excavating, Supplying And Filling Of Local Earth (Including Royalty) By Mechanical Transport Upto A Lead Of 5Km Also Including Ramming And Watering Of The Earth In Layers Not Exceeding 20 Cm In Trenches, Plinth, Sides Of Foundation Etc. Complete Dsr-2.25(A) 55.60 Cum 525.36 504.34 28041.40 5 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level : 1:4:8 (1 Cement : 4 Coarse Sand (Zone-Iii) Derived From Natural Sources : 8 Graded Stone Aggregate 40 Mm Nominal Size Derived From Natural Sources) Dsr-4.1.8 70.78 Cum 5108.83 4904.47 347162.56 6 Supplying And Filling In Plinth With Sand Under Floors, Including Watering, Ramming, Consolidating And Dressing Complete. Dsr-2.27 26.31 Cum 1592.76 1529.05 40229.27 7 Diluting And Injecting Chemical Emulsion For Postonstructional Anti-Termite Treatment (Excluding The Cost Of Chemical Emulsion) : Treatment Of Soil Under Existing Floors Using Chemical Emulsion @ One Litre Per Hole, 300 Mm Apart Including Drilling 12 Mm Diameter Holes And Plugging With Cement Mortar 1 :2 (1 Cement : 2 Coarse Sand) To Match The Existing Floor: With Chlorpyriphos/Lindane E.C. 20% With 1% Concentration Dsr-2.35.3.1 194.47 Sqm 232.53 223.23 43411.24 8 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). Dsr-5.3 82.66 Cum 8628.83 8283.68 684729.10 9 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 De Rived From Natural Sources) Footing Dsr-5.1.2 21.98 Cum 6784.08 6512.72 143149.60 10 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 Up To 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) Dsr-5.2.2 22.97 Cum 8139.44 7813.86 179484.39 Abstract Of Cost Delhi Schedule Of Rate Effective From 12/07/2023 X (0.735X106/107X1.03) Has Been Followed. Proposed Tourism Development Of Ramjanki Temple At Kotawari, Tilhar, Sahjahanpur, U.P. 11 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Lintels, Beams, Plinth Beams, Girders, Bressumers And Cantilevers Dsr-5.9.5 257.49 Sqm 552.28 530.19 136518.66 12 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Suspended Floors, Roofs, Landings, Balconies And Access Platform Dsr-5.9.3 407.10 Sqm 695.41 667.60 271778.96 13 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete Dsr-5.9.1 63.96 Sqm 294.10 282.34 18058.37 14 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Columns, Pillars, Piers, Abutments, Posts And Struts Dsr-5.9.6 208.86 Sqm 720.95 692.11 144554.66 15 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) Dsr-6.1.1 16.84 Cum 5527.80 5306.69 89341.45 16 Brick Work With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 In Foundation And Plinth In: Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) Dsr-6.1.2 51.30 Cum 5349.01 5135.05 263427.92 17 Providing And Laying Damp-Proof Course 50Mm Thick With Cement Concrete 1:2:4 (1 Cement : 2 Coarse Sand (Zone-Iii) Derived From Natural Sources : 4 Graded Stone Aggregate 20Mm Nominal Size Derived From Natural Sources). Dsr-4.11 2.14 Sqm 371.80 356.93 763.83 18 Providing & Applying A Coat Of Residual Petroleum Bitumen Of Grade Of Vg-10 Of Approved Quality Using 1.7Kg Per Square Metre On Damp Proof Course After Cleaning The Surface With Brushes And Finally With A Piece Of Cloth Lightly Soaked In Kerosene Oil. Dsr-4.13 44.55 Sqm 109.61 105.22 4687.75 19 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 1:6 (1 Cement : 6 Coarse Sand) Dsr-6.4.2 80.04 Cum 6829.23 6556.06 524747.32 20 Half Brick Masonry 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. Cement Mortar 1:4 (1 Cement :4 Coarse Sand) Dsr-6.13.2 60.18 Sqm 842.82 809.11 48692.17 21 Steel Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Above Plinth Level. Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More Dsr-5.22A.6 186.64 Qtl 8088.48 7764.94 1449250.34 22 15 Mm Cement Plaster On Plinth Side Of Single Or Half Brick Wall Of Mix : 1:4 (1 Cement: 4 Coarse Sand) Dsr-13.5.1 65.74 Sqm 308.80 296.45 19488.62 23 15 Mm Cement Plaster On Rough Side Of Single Or Half Brick Wall Of Mix: 1:6 (1 Cement: 6 Coarse Sand) Dsr-13.5.2 252.10 Sqm 296.50 284.64 71758.35 24 12 Mm Cement Plaster Of Mix : 1:6 (1 Cement: 6 Coarse Sand) Dsr-13.4.2 609.85 Sqm 257.73 247.42 150888.63 25 Add For Plaster Drip Course/ Groove In Plastered Surface Or Moulding To R.C.C. Projections. Dsr-5.30 315.01 Rm 58.80 56.45 17781.09 26 Cement Concrete Flooring 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate) Finished With A Floating Coat Of Neat Cement, Including Cement Slurry, But Excluding The Cost Of Nosing Of Steps Etc. Complete. 40 Mm Thick With 20 Mm Nominal Size Stone Aggregate Dsr-11.3.1 29.40 Sqm 460.63 442.21 13000.95 27 Cement Plaster Skirting Up To 30 Cm Height, With Cement Mortar 1:3 (1 Cement : 3 Coarse Sand), Finished With A Floating Coat Of Neat Cement.18 Mm Thick Dsr-11.6.1 3.35 Sqm 496.52 476.66 1596.81 26 Providing And Laying Vitrified Floor Tiles In Different Sizes (Thickness To Be Specified By The Manufacturer) With Water Absorption Less Than 0.08% And Conforming To Is: 15622, Of Approved Make, In All Colours And Shades, Laid On 20 Mm Thick Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), Jointing With Grey Cement Slurry @ 3.3 Kg/ Sqm Including Grouting The Joints With White Cement And Matching Pigments Etc., Complete. Size Of Tile 600X600 Mm Dsr-11.41.2 137.75 Sqm 1165.05 1118.45 154065.99 27 Providing And Laying Vitrified Tiles In Different Sizes (Thickness To Be Specified By Manufacturer), With Water Absorption Less Than 0.08 % And Conforming To |.S. 15622, Of Approved Make, In All Colours & Shade, In Skirting, Riser Of Steps, Over 12 Mm Thick Bed Of Cement Mortar 1:3 (1 Cement: 3 Coarse Sand), Jointing With Grey Cement Slurry @ 3.3 Kg/ Sqm Including Grouting The Joint With White Cement & Matching Pigments Etc. Complete. Size Of Tile 600X600 Mm Dsr-11.46.2 10.17 Sqm 1217.25 1168.56 11884.22 28 Providing And Fixing 1St Quality Ceramic Glazed Floor Tiles Conforming To Is : 15622 (Thickness To Be Specified By The Manufacturer ) Of Approved Make In All Colours, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineer-In-Charge In Skirting, Risers Of Steps And Dados Over 12 Mm Thick Bed Of Cement Mortar 1:3 (1 Cement: 3 Coarse Sand) And Jointing With Grey Cement Slurry @ 3.3Kg Per Sqm Including Pointing In White Cement Mixed With Pigment Of Matching Shade Complete. Dsr-11.37A 148.53 Sqm 812.00 779.52 115781.77 29 Providing And Laying Rectified Glazed Ceramic Floor Tiles Of Size 300X300 Mm Or More (Thickness To Be Specified By The Manufacturer), Of 1St Quality Conforming To Is : 15622, Of Approved Make, In Colours White, Ivory, Grey, Fume Red Brown, Laid On 20 Mm Thick Cement Mortar 1:4 (1 Cement: 4 Coarse Sand), Jointing With Grey Cement Slurry @ 3.3Kg/ Sqm Including Grouting The Joints With White Cement And Matching Pigments Etc., Complete. Dsr-11.39 4.40 Sqm 997.47 957.57 4213.30 30 Chequerred Precast Cement Concrete Tiles 22 Mm Thick In Footpath & Courtyard, Jointed With Neat Cement Slurry Mixed With Pigment To Match The Shade Of Tiles, Including Rubbing And Cleaning Etc. Complete, On 20 Mm Thick Bed Of Cement Mortar 1:4 (1 Cement: 4 Coarse Sand). Ordinary Cement Without Any Pigment 11.20.4 6.12 Sqm 792.24 760.55 4654.54 31 Providing And Fixing Panelled Or Panelled And Glazed Shutters For Doors,Windows And Clerestory Windows, Fixing With Butt Hinges Of Required Size With Necessary Screws, Excluding Panelling Which Will Be Paid For Separately, All Complete As Per Direction Of Engineer-In-Charge. (Note: Butt Hinges And Necessary Screws Shall Be Paid Separately) 35 Mm Thick Dsr-9.5.1.1 6.30 Sqm 3083.86 2960.50 18651.18 32 Providing And Fixing Panelled Or Panelled And Glazed Shutters For Doors,Windows And Clerestory Windows, Fixing With Butt Hinges Of Required Size With Necessary Screws, Excluding Panelling Which Will Be Paid For Separately, All Complete As Per Direction Of Engineer-In-Charge. (Note: Butt Hinges And Necessary Screws Shall Be Paid Separately) 30 Mm Thick Dsr-9.5.1.2 83.22 Sqm 2810.38 2697.97 224524.67 33 Providing And Fixing Isi Marked Flush Door Shutters Conforming To Is : 2202 (Part I) Non-Decorative Type, Core Of Block Board Construction With Frame Of 1St Class Hard Wood And Well Matched Commercial 3 Ply Veneering With Vertical Grains Or Cross Bands And Face Veneers On Both Faces Of Shutters: 35 Mm Thick Including Isi Marked Stainless Steel Butt Hinges With Necessary Screws Dsr-9.21.1 15.33 Sqm 1794.43 1722.65 26408.23 34 Providing 40X5 Mm Flat Iron Hold Fast 40 Cm Long Including Fixing To Frame With 10 Mm Diameter Bolts, Nuts And Wooden Plugs And Embedding In Cement Concrete Block 30X10X15Cm 1:3:6 Mix (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20Mm Nominal Size). Dsr-9.53 128.00 Nos 171.63 164.77 21090.11 35 Providing And Fixing M.S. Grills Of Required Pattern In Frames Of Windows Etc. With M.S. Flats, Square Or Round Bars Etc. Including Priming Coat With Approved Steel Primer All Complete. Fixed To Steel Windows By Welding Dsr-9.48.1 937.05 Kg 164.32 157.75 147816.54 36 Providing And Fixing T-Iron Frames For Doors, Windows And Ventilators Of Mild Steel Tee-Sections, Joints Mitred And Welded, Including Fixing Of Necessary Butt Hinges And Screws And Applying A Priming Coat Of Approved Steel Primer. Fixing With 15X3 Mm Lugs 10 Cm Long Embedded In Cement Concrete Block 15X10X10 Cm Of C.C. 1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size). Dsr-10.13.1 100.80 Kg 106.27 102.02 10283.67 37 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. Dsr-10.31 125.00 Kg 97.87 93.96 11744.60 38 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-Incharge, (For Payment Purpose Only Weight Of Stainless Steel Members Shall Be Considered Excluding Fixing Accessories Such As Nuts, Bolts, Fasteners Etc.). Dsr 10.28 133.33 Kg 579.28 556.11 74146.05 39 Providing Wood Work In Frames Of Doors, Windows, Clerestory Windows And Other Frames, Wrought Framed And Fixed In Position With Hold Fast Lugs Or With Dash Fasteners Of Required Dia & Length (Hold Fast Lugs Or Dash Fastener Shall Be Paid For Separately).(Sal Wood) Dsr-9.1.2 1.61 Cum 87387.28 83891.79 135065.79 40 Fixing Of Door, Windows/Ventilators Chaukhats In Position. (A) Door Chaukhats Above 1.5 Sqm To 5.0Sqm Mr 19.00 Nos 150.00 144.00 2736.00 (B) Window Chaukhats Above 1.5 Sqm 12.00 Nos 100.00 96.00 1152.00 (C) Ventilator Chaukhats 7.00 Nos 50.00 48.00 336.00 41 Finishing Walls With Premium Acrylic Smooth Exterior Paint With Silicone Additives Of Required Shade: New Work (Two Or More Coats Applied @ 1.43 Ltr/10 Sqm Over And Including Priming Coat Of Exterior Primer Applied @ 2.20 Kg/10 Sqm) Dsr-13.47.1 407.00 Sqm 128.32 123.19 50137.46 42 Distempering With Oil Bound Washable Distemper Of Approved Brand And Manufacture To Give An Even Shade : New Work (Two Or More Coats) Over And Including Water Thinnable Priming Coat With Cement Primer Dsr-13.41.1 434.15 Sqm 139.23 133.66 58030.01 43 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. Dsr-13.80 841.15 Sqm 117.03 112.35 94505.07 44 Providing And Fixing Isi Marked Oxidised M.S. Sliding Door Bolts With Nuts And Screws Etc. Complete :250X16 Mm Dsr-9.62.2 11.00 Nos 145.27 139.46 1534.05 45 Providing And Fixing Isi Marked Oxidised M.S. Tower Bolt Black Finish, (Barrel Type) With Necessary Screws Etc. Complete : 250X10 Mm Dsr-9.63.1 21.00 Nos 62.92 60.41 1268.53 200X10 Mm Dsr-9.63.2 65.00 Nos 52.05 49.97 3247.81 46 Providing And Fixing Isi Marked Oxidised M.S. Handles Conforming To Is:4992 With Necessary Screws Etc. Complete :100 Mm Dsr-9.66.2 54.00 Nos 24.41 23.44 1265.50 47 Providing And Fixing Bright Finished Brass Hanging Type Floor Door Stopper With Necessary Screws, Etc. Complete Dsr-9.82 1.00 Nos 91.23 87.59 87.59 48 Providing And Laying Integral Cement Based Water Proofing Treatment Including Preparation Of Surface As Required For Treatment Of Roofs, Balconies, Terraces Etc Consisting Of Following Operations: (A) Applying A Slurry Coat Of Neat Cement Using 2.75 Kg/Sqm Of Cement Admixed With Water Proofing Compound Conforming To Is. 2645 And Approved By Engineer-In-Charge Over The Rcc Slab Including Adjoining Walls Upto 300 Mm Height Including Cleaning The Surface Before Treatment. (B) Laying Brick Bats With Mortar Using Broken Bricks/Brick Bats 25 Mm To 115 Mm Size With 50% Of Cement Mortar 1:5 (1 Cement : 5 Coarse Sand) Admixed With Water Proofing Compound Conforming To Is : 2645 And Approved By Engineerin- Charge Over 20 Mm Thick Layer Of Cement Mortar Of Mix 1:5 (1 Cement :5 Coarse Sand ) Admixed With Water Proofing Compound Conforming To Is : 2645 And Approved By Engineerin- Charge To Required Slope And Treating Similarly The Adjoining Walls Upto 300 Mm Height Including Rounding Of Junctions Of Walls And Slabs. (C) After Two Days Of Proper Curing Applying A Second Coat Of Cement Slurry Using 2.75 Kg/ Sqm Of Cement Admixed With Water Proofing Compound Conforming To Is : 2645 And Approved By Engineer-In-Charge. (D) Finishing The Surface With 20 Mm Thick Jointless Cement Mortar Of Mix 1:4 (1 Cement :4 Coarse Sand) Admixed With Water Proofing Compound Conforming To Is : 2645 And Approved By Engineer-In-Charge Including Laying Glass Fibre Cloth Of Approved Quality In Top Layer Of Plaster And Finally Finishing The Surface With Trowel With Neat Cement Slurry And Making Pattern Of 300X300 Mm Square 3 Mm Deep. (E) The Whole Terrace So Finished Shall Be Flooded With Water For A Minimum Period Of Two Weeks For Curing And For Final Test.“All Above Operations To Be Done In Order And As Directed And Specified By The Engineer-In-Charge : With Average Thickness Of 120 Mm And Minimum Thickness At Khurra As 65 Mm Dsr-22.7.1 198.55 Sqm 1263.41 1212.87 240815.58 49 Finishing With Deluxe Multi Surface Paint System For Interiors And Exteriors Using Primer As Per Manufacturers Specifications : Painting Steel Work With Deluxe Multi Surface Paint To Give An Even Shade. Two Or More Coat Applied @ 0.90 Ltr/ 10 Sqm Over An Under Coat Of Primer Applied @ 0.80 Ltr/ 10 Sqm Of Approved Brand And Manufacture Dsr-13.48.3 144.65 Sqm 128.02 122.90 17777.47 50 Finishing With Deluxe Multi Surface Paint System For Interiors And Exteriors Using Primer As Per Manufacturers Specifications : Painting Wood Work With Deluxe Multi Surface Paint Of Required Shade. Two Or More Coat Applied @ 0.90 Ltr/10 Sqm Over An Under Coat Of Primer Applied @0.75 Ltr/10 Sqm Of Approved Brand And Manufacture Dsr-13.48.2 209.70 Sqm 132.18 126.90 26610.03 51 Providing & Fixing Panes Of Glass With Equal Or Equivalent I.S.I Marked Quality Putty. Brads And Springs And Including Supply Of All Materials And Labour Etc Complete . 3.8 To 4.7 Mm Thick Dsr-10.30.1 44.76 Sqm 805.96 773.72 34631.80 52 Supply And Fixing Of Drop Down Rail / Grab Bars Mr 4.00 Nos. 4400.00 4224.00 16896.00 53 Providing, Driving With Hydraulic Piling Rigs With Power Units And Installing Driven Cast-In-Situ Reinforced Cement Concrete Piles Of Grade M-25 Of Specified Diameter And Length Below The Pile Cap, To Carry Safe Working Load Not Less Than Specified, Excluding The Cost Of Steel Reinforcement But Including The Cost Of Shoe And The Length Of Pile To Be Embedded In The Pile Cap Etc. All Complete. (Length Of Pile For Payment Shall Be Measured From Top Of Shoe To The Bottom Of Pile Cap) : 400 Mm Dia Piles Dsr-20.1.1 48.00 Rm 2075.18 1992.17 95624.30 54 Stone Work (Machine Cut Edges) For Wall Lining Etc. (Veneer Work) Upto 10 Metre Height, Backing Filled With A Grout Of Average 12 Mm Thick Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) Including Pointing In White Cement Mortar 1:2 (1 White Cement : 2 Stone Dust) With An Admixture Of Pigment Matching The Stone Shade : (To Be Secured To The Backing And The Sides By Means Of Cramps And Pins Which Shall Be Paid For Separately) : 30 Mm Thick Dsr-8.14.1.5 50.74 Sqm 3971.79 3812.92 193478.98 55 Stone Work In Plain Ashlar In Super Structure Upto Floor Five Level In Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) Including Pointing With Cement Mortar 1:2 (1 White Cement : 2 Stone Dust) With An Admixture Of Pigment Matching The Stone Shade Both Face Dressed Red Sand Stone Dsr-7.12.1.1 3.56 Cum 51218.78 49170.03 175241.97 56 Extra For Stone Work Ashlar Sunk Or Moulded Or Sunk And Moulded Or Carved In : Triangular Or Square Or Rectangular Pillars Dsr-7.21.1 3.56 Cum 2834.15 2720.79 9696.89 57 Providing And Fixing Stainless Steel Cramps Of Required Size And Shape For Anchoring Stone Wall Lining To The Backing Or Securing Adjacent Stones In Stone Wall Lining In Cement Mortar 1:2 (1 Cement : 2 Coarse Sand), Including Making The Necessary Chases In Stone And Holes In Walls Wherever Required. Dsr-8.15 99.58 Kg. 535.78 514.35 51219.04 58 Stone Work (Machine Cut Edges) For Wall Lining Etc. (Veneer Work) Upto 10 Metre Height, Backing Filled With A Grout Of Average 12 Mm Thick Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) Including Pointing In White Cement Mortar 1:2 (1 White Cement : 2 Stone Dust) With An Admixture Of Pigment Matching The Stone Shade : (To Be Secured To The Backing And The Sides By Means Of Cramps And Pins Which Shall Be Paid For Separately) :Red Sand Stone - Exposed Face Machine Cut And Table Rubbed With Rough Backing. 50Mm Dsr 8.14.1.3 37.80 Sqm. 4342.28 4168.59 157572.62 59 Providing And Fixing Copper Pins 7.5 Cm Long 6 Mm Diameter For Securing Adjacent Stones In Stone Wall Lining In Cement Mortar 1:2 (1 Cement : 2 Coarse Sand), Including Making The Necessary Chases. Dsr 8.16 30.00 Nos. 32.92 31.61 948.21 60 Providing And Fixing Stone Jali 40 Mm Thick Throughout In Cement Mortar 1:3 (1 Cement : 3 Coarse Sand), Including Pointing In White Cement Mortar 1:2 (1 White Cement : 2 Stone Dust) With An Admixture Of Pigment, Matching The Stone Shade, Jali Slab Without Any Chamfers Etc. Red Sand Stone Dsr 7.33.1 4.50 Sqm. 11198.29 10750.35 48376.59 61 Stone Work, Plain In Copings, Cornices, String Courses And Plinth Courses, Upto 75 Mm Thick In Cement Mortar 1:6 (1 Cement : 6 Coarse Sand), Including Pointing With White Cement Mortar 1:2 (1 White Cement : 2 Stone Dust) With An Admixture Of Pigment Matching The Stone Shade.: Red Sand Stone Dsr 7.32.1 0.47 Cum. 70303.46 67491.32 31720.92 62 Carving & Engraving Work On Red Sand Stone (Labour Only) M.R. 9.73 Sqm. 15615.00 14990.40 145856.59 63 Manufacturing, Supplying And Fixing Retro Reflective Overhead Signage Boards Made Up Of 2 Mm Thick Aluminium Sheet, Face To Be Fully Covered With High Intensity And Encapsulated Lens Type Heat Activated Retro Reflective Sheeting Conforming To Type - Iii Of Astm-D-4956-01 As Approved By Engineer-In-Charge, Letters, Borders Etc. As Per Irc : 67-2001 In Silver White With Blue Colour Back Ground And With High Intensity Grade, Pasted On Substrate By Pressure Sensitive Adhesive Backing Which Shall Be Activated By Applying Pressure Conforming To Class Ii Of Astm-D-4956-01 And Fixing The Same To The Plate Of Structural Frame Work By Means Of Suitable Sized Aluminium Alloys, Rivets Or Bolts & Nuts @ 300 Mm Centre To Centre All Along The Periphery As Well As In Two Vertical Rows Along With Theft Resistant Measures, Including The Cost Of Painting With Two Or More Coats Of Epoxy Paint In Grey Colour On The Back Side Of Aluminium Sheet Including Appropriate Priming Coat. The Rate Includes The Cost Of Rounding Off The Corners, Lowering Down The Structural Frame Work From The Gantry, Fixing And Erecting The Same In Position All Complete As Per Drawings, Specification And Direction Of The Engineerincharge.( Structural Frame Work Including M.S. Plate To Be Provided Separately. Rectangular Area Of The Sheet Only Shall Be Measured For Payment). Overhead Informatory Road Signage Dsr 16.60.1 8.64 Sqm. 4409.78 4233.39 36576.45 64 Providing And Fixing 18 Mm Thick Gang Saw Cut, Mirror Polished, Premoulded And Prepolished, Machine Cut For Kitchen Platforms, Vanity Counters, Window Sills, Facias And Similar Locations Of Required Size, Approved Shade, Colour And Texture Laid Over 20 Mm Thick Base Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), Joints Treated With White Cement, Mixed With Matching Pigment, Epoxy Touch Ups, Including Rubbing, Curing, Moulding And Polishing To Edges To Give High Gloss Finish Etc. Complete At All Levels. Dsr 8.2.2.2 34.45 Sqm 3852.10 3698.01 127396.50 65 Making Plinth Protection 50 Mm Thick Of Cement Concrete 1:3:6 (1 Cement : 3 Coarse Sand (Zone-Iii) Derived From Natural Sources : 6 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources) Over 75 Mm Thick Bed Of Dry Brick Ballast 40 Mm Nominal Size, Well Rammed And Consolidated And Grouted With Fine Sand, Including Necessary Excavation, Levelling & Dressing & Finishing The Top Smooth. Dsr-4.17 6.00 Sqm 561.96 539.48 3236.87 66 Providing And Laying Factory Made Chamfered Edge Cement Concrete Paver Blocks In Footpath, Parks, Lawns, Drive Ways Or Light Traffic Parking Etc, Of Required Strength, Thickness & Size/ Shape, Made By Table Vibratory Method Using Pu Mould, Laid In Required Colour & Pattern Over 50 Mm Thick Compacted Bed Of Sand, Compacting And Proper Embedding/Laying Of Inter Locking Paver Blocks Into The Sand Bedding Layer Through Vibratory Compaction By Using Plate Vibrator, Filling The Joints With Sand And Cutting Of Paver Blocks As Per Required Size And Pattern, Finishing And Sweeping Extra Sand. Complete All As Per Direction Of Engineer-In-Charge.80 Mm Thick C.C. Paver Block Of M-35 Grade With Approved Colour Design And Pattern Dsr-16.91.2 207.07 Sqm 818.60 785.85 162723.31 1 Providing And Fixing Water Closet Squatting Pan (Indian Type W.C. Pan) With 100Mm Sand Cast Iron P Or S Trap, 10 Litre Low Level White P.V.C. Flushing Cistern With Manually Controlled Device (Handle Lever) Conforming To Is : 7231, With All Fitting And Fixtures Completed Including Cutting And Making Good The Walls And Floors Wherever Required.White Vitreous China Orissa Pattern W.C. Pan Of Size 580X440 Mm With Integral Type Foot Rests 17.1.1 2.00 Nos. 5075.38 4872.36 9744.73 2 Providing And Fixing White Vitreous China Pedestal Type Water Closet (European Type W.C. Pan) With Isi Marked White Solid Plastic Seat And Lid, 10 Litre Low Level White P.V.C. Flushing Cistern With Manually Controlled Device (Handle Lever), Conforming To Is : 7231, With All Fittings And Fixtures Complete Including Cutting And Making Good The Walls And Floors Wherever Required. W.C. Pan With Isi Marked White Solid Plastic Seat And Lid 17.2.1 3.00 Nos. 4886.50 4691.04 14073.11 3 Providing And Fixing Wash Basin With C.I. Brackets, 15 Mm C.P. Brass Pillar Taps, 32 Mm C.P. Brass Waste Of Standard Pattern, Including Painting Of Fittings And Brackets, Cutting And Making Good The Walls Wherever Require A) White Vitreous China Flat Back Wash Basin Size 550X 400 Mm With Single 15 Mm C.P. Brass Pillar Tap. 17.7.4 4.00 Nos. 1409.35 1352.98 5411.91 4 Providing And Fixing White Vitreous China Flat Back Or Wall Corner Type Lipped Front Urinal Basin Of 430X260X350 Mm And 340X410X265 Mm Sizes Respectively With Automatic Flushing Cistern With Standard Flush Pipe And C.P. Brass Spreaders With Brass Unions And G.I Clamps Complete, Including Painting Of Fittings And Brackets, Cutting And Making Good The Walls And Floors Wherever Required A) One Urinal Basin With 5 Litre White P.V.C. Automatic Flushing Cistern 17.4.1 3.00 Nos. 4918.90 4722.14 14166.42 5 Providing And Fixing Flexible P.V.C. Waste Pipe For Sink Or Wash Basin Including Pvc Waste Fittings Complete. Flexible Pipe 17.28.2 A) 32Mm Dia 17.28.2.1 4.00 Nos. 89.66 86.07 344.29 B) 40Mm Dia 17.28.2.2 2.00 Nos. 89.66 86.07 172.15 6 Providing And Fixing 600X450 Mm Beveled Edge Mirror Of Superior Glass (Of Approved Quality) Complete With 6 Mm Thick Hard Board Ground Fixed To Wooden Cleats With C.P. Brass Screws And Washers Complete. 17.31 4.00 No. 1205.92 1157.69 4630.74 7 Providing And Fixing Cp Brass Single Lever Lelephonic Wall Mixture Of Quality & Make And As Per Thedirection Of Enginer-Incharge. A) 15Mm Dia Nominal Dia. 17.22B 2.00 Each 5205.39 4997.17 9994.34 8 Providing And Fixing 8 Mm Dia C.P./S.S. Jet With Flexible Tube Upto 1 Meter Long With S.S. Triangular Plate For Eureopean Type W.C. Of Quality And Make As Approved By Engineer-In-Charge. 15Mm Nominal Bore 17.16A 2.00 Each 261.85 251.38 502.76 Sanitary Fixtures & Accessories : I 9 Providing And Fixing Ptmt Towel Rail Complete With Brackets Fixed To Wooden Cleats With Cp Brass Screws With Concealed Fittings Arrangement Of Approved Quality And Colour. 600 Mm Long Towel Rail With Total Length Of 645 Mm, Width 78 Mm And Effective Height Of 88 Mm, Weighing Not Less Than 190 Gms. Dsr-17.73.2 1.00 Each 531.69 510.43 510.43 10 Providing And Fixing Ptmt Soap Dish Holder Having Length Of 138Mm, Breadth 102Mm, Height Of 75Mm With Concealed Fitting Arrangements, Weighing Not Less Than 106 Gms. Dsr-18.65 1.00 Each 83.58 80.24 80.24 11 Providing And Fixing C.P. Brass Ablution Health Faucet Assembly With 1.0 M Long Braided Pvc Hose With Mounting Bracket Fixed On Wall Complete.[For Ewc]-Make-Jaquar Ald565 Mr 2.00 Each 1705.00 1636.80 3273.60 12 Providing And Fixing C.P. Brass Two-Way Angle Valve For Ewc Points & For Fixing Ablution Health Faucet Of Approved Quality Conforming To Is:8931. 15 Mm Nominal Bore-Essco Sqt 526A Mr 2.00 Each 1335.00 1281.60 2563.20 1 Providing And Fixing On Wall Face Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A Including Jointing With Seal Ring Conforming To Is : 5382 Leaving 10 Mm Gap For Thermal Expansion . (I) Single Socketed Pipes. A) 110Mm Diameter 12.41.2 31.30 Mtr 283.04 271.72 8504.80 2 Making Khurras 45X45 Cm With Average Minimum Thickness Of 5 Cm Cement Concrete 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate Of 20 Mm Nominal Size) Over Pvc Sheet 1M X 1 M X 400 Micron, Finished With 12 Mm Cement Plaster 1:3 (1 Cement : 3 Coarse Sand) And A Coat Of Neat Cement,Punning,Rounding The Edges And Making And Finishing The Outlet Complete. A) 110Mm 12.22 7.00 Nos. 223.68 214.73 1503.13 3 Providing And Fixing Unplasticised -Pvc Pipe Clips Of Approved Design To Unplasticised - Pvc Rain Water Pipes By Means Of 50X50X50Mm Hard Wood Plugs, Screwed With M.S. Screws Of Required Length Including Cutting Brick Work And Fixing In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) And Making Good The Wall Etc. Complete. A) 110Mm 12.43.2 20.00 Nos. 278.47 267.33 5346.54 4 Providing And Fixing On Wall Face Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is : 5382, Leaving 10 Mm Gap For Thermal Expansion, (I)Single Socketed Pipes. 110 Mm Diameter 12.41.2 Rm. 283.04 271.72 5 Providing And Fixing To The Inlet Mouth Of Rain Water Pipe Cast Iron Grating 15 Cm Diameter And Weighing Not Less Than 440 Grams. Dsr-12.44 8.00 Nos. 41.02 39.38 315.06 6 Providing And Fixing In Floor And Wall Face Ringfit Upvc Astral Ultradrain Conventional System For Soil And Waste Water Pipes Conforming To (Hsn Code: 3917) Type B Including Jointing With Seal Ring. (I) Double Socketed Pipes. A) 110Mm Dia P.V.C. Pipe Nsr 20.00 Rm. 485.00 465.60 9312.00 B) 90Mm Dia P.V.C. Pipe Nsr 25.00 Rm. 390.00 374.40 9360.00 6 Providing & Fixing Upvc Floor Trap Of Self Cleansing Design With Cp Jali Complete In All Respects. (Make : Supreme / Finolex / Prince) P-Trap Type Floor Trap 110 X 90 Mm Nsr 12.00 No. 195.00 187.20 2246.40 7 Providing And Fixing On Wall Face Unplasticised - Pvc Moulded Fittings/Accessories For Unplasticised Rigid Pvc Pipes Including Jointing With Seal Ring Leaving 10 Mm Gap For Thermal Expansion.. (Make : Supreme / Finolex / Prince) Door Tee 110X110X110 Mm Nsr 2.00 No. 280.00 268.80 537.60 110X110X90 Mm Nsr 2.00 No. 200.00 192.00 384.00 Bend 110 Mm Nsr 2.00 No. 170.00 163.20 326.40 Soil Waste & Vent Pipes And Fittings - Ii 90 Mm Nsr 2.00 No. 160.00 153.60 307.20 1 Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineer In Charge.Lls Etc. (Internal Work) I) Exposed On Wall A) 32Mm Nominal Dia Pipe 18.9.4 30.00 Rm. 328.94 315.78 9473.44 3 Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings Including Fixing The Pipe With Clamps At 1.00M Spacing. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Engineer In Charge. (Internal Work) I) Exposed On Wall A) 25Mm Dia Nominal Outer Dia Pipes 18.7.3 20.00 Rm. 301.15 289.11 5782.13 4 Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings I/C Fixing The Pipe With Clamps At 1.00M Spacing. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement And The Cost Of Cutting Chases And Making Good The Same Including Testiang Of Joints Complete As Per Direction Of Engineer In Charge. Concealed Work Including Cutting Chases And Making Good The Walls Etc. A) 15Mm Dia Nominal Outer Dia Pipes 18.8.1 70.00 Rm. 373.34 358.40 25088.28 B) 20Mm Dia Nominal Outer Dia Pipes 18.8.2 20.00 Rm. 403.19 387.06 7741.18 C) 25Mm Dia Nominal Outer Dia Pipes 18.8.3 Rm. 470.42 451.60 5 Providing & Fixing G.I. Pipes Complete With G.I. Fittings & Clamps Including Cutting & Making Good The Walls Etc. (Internal Work) I) Exposed On Wall A) 25Mm Dia Nominal Bore (Medium Duty) Dsr-18.10.3 20.00 Rm. 413.76 397.21 7944.21 Ii) Concealed Pipe Including Painting With Anticorrosive Bitumatic Paint, Cutting Chases And Making Good The Wall. A) 15Mm Dia Nominal Bore Dsr-18.11.1 15.00 Rm. 435.32 417.91 6268.65 2 Painting G.I. Pipes And Fittings With Synthetic Enamel White Paint Over A Ready Mixed Priming Coat, Both Of Approved Quality For New Work. A) 15Mm Dia Nominal Bore. Dsr-18.38.1 15.00 Rm. 14.55 13.97 209.51 B) 25Mm Dia Nominal Bore. Dsr-18.38.3 10.00 Rm. 22.69 21.78 217.79 2 Providing And Fixing 45 Cm Long Unplasticised Pvc Connection Pipe With Brass Unions. A) 15Mm Nominal Bore Dsr18.21.2.1 4.00 Nos. 73.31 70.38 281.51 5 Providing & Fixing Cp Brass Bib Cock Of Approved Quality Conforming To Is 8931 A) 15Mm Nominal Bore 18.49.1 7.00 Nos. 380.09 364.88 2554.19 6 Providing & Fixing C.P. Brass Long Body Bib Cock Of Approved Quality Conforming To Is Standards And Weighing Not Less Than 690 Gms. A) 15Mm Nominal Bore 18.51.1 7.00 Nos. 599.19 575.22 4026.57 7 Providing & Fixing C.P. Brass Angle Valve For Basin Mixer And Gyser Points Of Approved Quality Conforming To Is 8931 A) 15Mm Nominal Bore 18.53.1 14.00 Nos. 430.71 413.48 5788.75 8 Providing And Fixing Gun Metal Gate Valve With Wheel Of Approved Quality. A) 25Mm Dia Nominal Bore 18.17.1 2.00 Each 466.78 448.11 896.23 B) 32Mm Dia Nominal Bore 18.17.2 1.00 Each 517.18 496.50 496.50 C) 50Mm Dia Nominal Bore 18.17.4 Each 769.96 739.16 Water Supply Pipes And Fittings - Iii 9 Providing And Fixing Ball Valve (Brass) Of Approved Quality, High Or Low Pressure, With Plastic Floats Complete 20Mm Dia Nominal Bore 18.18.2 1.00 Each 346.86 332.99 332.99 A) 25 Mm Nominal Bore 18.18.3 2.00 Nos. 348.03 334.10 668.21 10 Providing And Placing On Terrace (At All Floor Levels) Polyethylene Water Storage Tank Of Approved Brand And Manufacture With Cover And Suitable Locking Arrangement And Making Necessary Holes For Inlet, Outlet And Overflow Pipes But Without Fittings And The Base Support For Tank. 18.48 A) Circular Tank 18.48 2500.00 Ltrs 8.25 7.92 19799.33 11 Providing And Fixing Stone Slab Table Rubbed, Edges Rounded And Polished Of Size 75X50Cm Deep And 1.8Cm Thick Fixed In Urinal Partitions By Cutting A Chase Of Appropriate Width With Chase Cutter And Embedding The Stone In The Chase With Epoxy Grout Or With Cement Concrete 1:2:4 (1Cement: 2Coarse Sand: 4Graded Stone Aggregate 6Mm Nominal Size) As Per Direction Of Engineerin-Charge And Finished Smooth. 8.10 Granite Stone Of Approved Shade Dsr-8.10.2 1.08 Sqm. 3038.79 2917.23 3150.61 1 Providing & Fixing Soil, Waste And Vent Pipes. A) 100Mm Dia Centrifugally Cast Iron S & S Pipe. Dsr17.35.1.2 6.00 Rm. 885.53 850.11 5100.67 2 Providing Lead Caulked Joints To Sand Cast Iron/Centrifugally Cast (Spun) Iron Pipes & Fitting Of Diameters. A) 100Mm Dsr-17.58.1 2.00 Each 466.86 448.18 896.37 3 Providing & Fixing M.S. Holder Bat Clamps Of Approved Design To Sand Cast Iron/Centrifugally Cast (Spun) Iron S & S Pipe Embeded In & Including Cement Concrete Blocks 10X10X10Cm. Of 1:2:4 Mix (1 Cement : 2 Coarse : 4 Graded Stone Aggregate 20Mm Nominal Size). Including Cost Of Cutting Holes & Making Good The Walls Etc. A) For 100Mm Dia Pipe. Dsr-17.37.1 2.00 Each 272.13 261.24 522.49 4 Providing & Fixing Cast Iron Trap Of Self Cleansing Design With Or Without Ventarm Complete, Including Cost Of Cutting & Making Good The Walls & Floors. A) 100Mm Inlet & 75Mm Outlet. Dsr17.60.2.1 1.00 No. 1481.31 1422.06 1422.06 5 Providing & Fixing Cast Iron Coller. A) 100Mm Dia. Dsr17.57.1.2 2.00 No. 384.85 369.46 738.91 6 Providing And Fixing Plain Cast Iron S & S Sanitary Bend. A) 100Mm Dsr17.39.1.2 2.00 Nos. 427.52 410.42 820.84 1 Providing And Fixing In Floor And Wall Face Ringfit Upvc Astral Ultradrain Conventional System For Soil And Waste Water Pipes Conforming To (Hsn Code: 3917) Type B Including Jointing With Seal Ring. (I) Double Socketed Pipes. A) 110Mm Dia P.V.C. Pipe Mr 7.50 M 485.00 465.60 3492.00 2 Providing And Fixing Square Mouth S.W. Gully Trap Grade A Complete With C.I. Grating Brick Masonry Chamber With F.P.S. Bricks Of Class Designation 75 And Water Tight C.I. Cover With Frame Of 300 X 300Mm. Size (Inside) The Weight Of Cover To Be Not Less Than 4.50 Kg And Frame To Be Not Less Than 2.70 Kg As Per Standard Design. A) 150 X 100 Mm. Size P Type With Sewer Bricks Conforming To Is : 4885 Dsr-19.4.2.1 1.00 Nos 2050.58 1968.56 1968.56 Soil Waste & Vent Pipes And Fittings - Ii Schedule Of Quantities For Internal Sewerage System - Iv 3 Constructing Brick Masonry Manhole In Cement Mortar 1:4 (1 Cement :4 Coarse Sand) Rcc Top Slab With 1:2:4 Mix (1 Cement :2 Coarse Sand :4 Graded Stone Aggregate 20Mm Nominal Size), Foundation Concrete 1:4:8 Mix (1 Cement :4 Coarse Sand :8 Graded Stone Aggregate 40Mm Nominal Size) Inside Plastering 12Mm Thick With Cement Mortar 1:3 (1 Cement :3 Coarse Sand) Finished With Floating Coat Fo Neat Cement And Making Channels In Cement Concrete 1:2:4 (1 Cement :2 Coarse Sand :4 Graded Stone Aggregate 20Mm Nminal Size) Finished With A Floating Coat Of Neat Cement Complete As Per Standard Design 19.7 Inside Size 90X80Cms And 45Cms Deep Including Ci Cover With Frame (Light Duty) 455X610Mm Internal Diamensions Total Weight Of Cover And Frame To Be Not Less Than 38 Kg (Weight Of Cover 23 Kg And Weight Of Frame 15Kg). 19.7.1 With Fps Bricks Of Class Designation 150 Dsr-19.7.1.1 1.00 Each 9577.59 9194.49 9194.49 External Sewerage Works 1 Excavating Trenches In All Kind Of Soil Of Required Width For Pipes. Including Excavation For Sockets And Dressing Of Sides, Ramming Of Bottoms, Including Getting Out The Excavated Soil & Then Returning The Soil As Required, In Layers Not Exceeding 20 Cm In Depth Including Consolidating Each Deposited Layer By Ramming, Watering, Etc & Disposing Of Surplus Excavated Soil As Directed Within A Lead Of 50M. Up To 1.50 M Depth Pipes 80 Mm To 300 Mm Diameter 2.10.1.2 20.00 Rm 264.10 253.54 5070.79 2 Providing And Fixing In Floor And Wall Face Ringfit Upvc Astral Ultradrain Conventional System For Soil And Waste Water Pipes Conforming To (Hsn Code: 3917) Type B Including Jointing With Seal Ring. (I) Double Socketed Pipes. 160Mm Dia Under Floor (For External Sewer) Nsr 20.00 Metre 1190.00 1142.40 22848.00 3 Constructing Brick Masonry Manhole With F.P.S. Bricks In Cement Mortar 1 : 4 (1 Cement : 4 Coarse Sand) Rcc Top Slab With 1 : 2 : 4 Mix (1 Cement : 2 Coarse Sand : 4 Grade Stone Aggregate 20Mm Nominal Size); Foundation Concrete 1:4:8 Mix (1 Cement : 4 Coarse Sand : 8 Graded Stone Aggregate 40 Mm Nominal Size) Inside Plastering 12 Mm Thick With Cement Mortar 1:3 (1Cement 3 Coarse Sand) Finished With A Floating Coat Of Neat Cement And Making Channels In Cement Concrete 1:2:4 (1Cement : 2 Coarse Sand: 4 Graded Stone Aggregate 20 Mm Nominal Size) Finishd With A Floating Coat Of Neat Cement Complete As Per Standard Design Inside Size 90 X 80 Cm & 45 Cm Deep Including Ci Cover With Frame (Light Duty) 455 X 610 Mm Internal Dimension Total Wt. Of Cover & Frame To Be Not Less Than 38 Kg (Wt. Of Cover 23 Kg And Wt. Of Frame 15 Kg) 19.7.1.1 3.00 Nos 9577.59 9194.49 27583.46 4 Extra For Depth For Manhole With F.P.S. Bricks Size 90 X 80 Cm 19.8.1.1 0.30 Rm 6618.83 6354.07 1906.22 5 Providing M.S. Foot Rests Including Fixing In Manholes With 20*20*10 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 20 X 20 Mm Square Bar 19.15.1 3.00 Nos 408.51 392.17 1176.51 6 Providing And Fixing Square Mouth S.W. Gully Trap Grade `A Complete With C.I. Grating Brick Masonry Chamber With F.P.S Bricks And Water Tight Ci Cover With Frame Of 300 X 300 Mm Size (Inside) The Weight Of Cover To Be Not Less Than 4.50 Kg And Frame To Be Not Less Than 2.70 Kg As Per Standard Design 180 X 150 Mm. Size P Type 19.4.3.1 2.00 Nos 2101.54 2017.48 4034.96 7 Making Soak Pit 2.5 M Diameter 3.0 Metre Deep With 45 X 45 Cm Dry Brick Honey Comb Shaft With Bricks And S.W. Drain Pipe 100 Mm Diameter, 1.8 M Long Complete As Per Standard Design. With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 19.32.1 1.00 Nos 20145.75 19339.92 19339.92 8 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 Dsr-19.15.1 8.00 Nos. 408.51 392.17 3137.37 9 Providing And Fixing S.C.I. Tee 150 Mm At The Inlet And Outlet Of Septic Tank. Dsr-7087 2.00 Nos. 621.00 596.16 1192.32 10 Providing And Fixing Soil, Waste And Vent Pipes:75 Mm Diameter Sand Cast Iron S&S Pipe As Per Is: 1729 Dsr17.35.2.1 3.00 Rmt. 783.54 752.19 2256.58 11 Providing & Fixing Of 75Mm Dia Sand Cast Iron S&S As Per Is - 1729 Terminal Guard. Dsr17.56.2.1 2.00 Nos. 255.52 245.30 490.59 12 Providing & Fixing 75Mm Plane Sand Cast Iron S&S Bend Of Required Drgtee. Dsr17.39.2.1 2.00 Nos. 282.18 270.89 541.78 13 Providing Lead Caulked Joints To Sand Cast Iron/ Cetrifugally Cast (Squn) Irons Pipes & Fitting Of 50 Mm Dia Dsr-17.58.2 2.00 Nos. 394.67 378.89 757.77 14 Providing And Fixing In Position Precast Rcc Manhole Cover And Frame Of Required Shape And Approved Quality.M.D. -10- Circular Shape 500Mm Internal Diameter Dsr19.19.2.2 2.00 Nos. 879.42 844.24 1688.49 1 Wiring For Light Point/ Fan Point/ Exhaust Fan Point/ Call Bell Point With 1.5 Sq.Mm Frls/Hffr Pvc Insulated Copper Conductor Single Core Cable In Surface/ Recessed Medium Class Pvc Conduit, With Modular Switch, Modular Plate, Suitable Gi Box And Earthing The Point With 1.5 Sq.Mm Frls/Hffr Pvc Insulated Copper Conductor Single Core Cable Etc. As Required Dsr 1.10.3 51.00 Each 1115.37 1070.76 54608.68 2 Wiring For Twin Control Light Point With 1.5 Sq.Mm Frls/Hffr Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Medium Class Pvc Conduit, 2Way Modular Switch, Modular Plate, Suitable Gi Box And Earthing The Point With 1.5 Sq.Mm Frls/Hffr Pvc Insulated Copper Conductor Single Core Cable Etc. As Required Dsr 1.11 4.00 Each 1187.60 1140.10 4560.39 3 Supplying And Fixing Of Following Sizes Of Medium Class Pvc Conduit Along With Accessories In Surface/Recess Including Cutting The Wall And Making Good The Same In Case Of Recessed Conduit As Required. Dsr 1.21.1 17.00 Metre 97.32 93.43 1588.26 4 Wiring For Circuit/ Submain Wiring Along With Earth Wire With The Following Sizes Of Frls/Hffr Pvc Insulated Copper Conductor, Single Core Cable In Surface/ Recessed Medium Class Pvc Conduit As Required.2 X 1.5 Sq. Mm + 1 X 1.5 Sq. Mm Earth Wire Dsr 1.14.1 650.00 Metre 177.15 170.07 110542.86 5 Wiring For Circuit/ Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor, Single Core Cable In Surface/ Recessed Medium Class Pvc Conduit As Required 2 X 2.5 Sq. Mm + 1 X 2.5 Sq. Mm Earth Wire Dsr 1.14.2 188.00 Metre 285.12 273.71 51457.72 6 Wiring For Circuit/ Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor, Single Core Cable In Surface/ Recessed Medium Class Pvc Conduit As Required 2 X 4 Sq. Mm + 1 X 4 Sq. Mm Earth Wire Dsr 1.14.3 202.00 Metre 253.94 243.79 49244.67 7 Wiring For Circuit/ Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor, Single Core Cable In Surface/ Recessed Medium Class Pvc Conduit As Required 2 X 6 Sq. Mm + 1 X 6 Sq. Mm Earth Wire Dsr 1.14.4 105.00 Metre 333.78 320.42 33644.59 8 Supplying And Fixing Suitable Size Gi Box With Modular Plate And Cover In Front On Surface Or In Recess, Including Providing And Fixing 6 Pin 5/6 & 15/16 A Modular Socket Outlet And 15/16 A Modular Switch, Connections Etc. As Required Dsr 1.32 22.00 Each 445.54 427.72 9409.83 9 Supplying And Fixing Brass Batten/ Angle Holder Including Connection Etc. As Required Dsr 1.34 15.00 Each 99.60 95.62 1434.25 Electrical Works 10 Installation ,Testing, Commissioning Of Wall Bracket /Ceiling Fittings Of All Sizes And Shapes Containing Upto Two Ls/Cfl/Led Lamps Per Fitting, Complete With All Accessories Including Connections Etc. As Required. Dsr 1.35 1.00 Each 90.48 86.86 86.86 11 Supplying, Installation, Testing & Commissioning Of Led Recessed/ Surface Down Lighter (Round/ Square/ Rectangular) Smd Type Of Following Body Material With Pmma And Prismatic Diffuser And Construction As Per Is : 10322 With Driver As Per The Requirement With Driver Efficiency >85%, Operating Voltage Ac 140-270 Volt, Frequency 50/60 Hz, Operating Temp Range -50C To 400C, Internal Surge Protection Of 2.5 Kv With Short & Open Circuit Protection ,Thd < 10% , P. F.≥0.95, Ip20, Cri >80, Ugr (Unified Glare Rating) < 19, Flicker Free (Flicker Should Be Below 5%), Life Time (Led, Driver & Electrical Circuitry), Of Minimum 50000 Burning Hours With 70% Of Initial Lumen Maintained Till Life Ends, Cct 3000°K /4000°K / 5700°K / 6500°K (As Per Ansi Bin), Sdcm (Standard Deviation Colour Matching) <3, Maximum Power Consumption Should Not More Than The Specified Rating And Fixture Shall Be Confirming To Relevant Bis Standards. Manufactures Word Mark/ Name Engraved/ Embossing/ Screen Printing On Housing Complete In All Respect I/C External Connections With 1.5 Sq.Mm Frls/Hffr, Pvc Insulated Copper Conductor Single Core Cable And Earthing Etc. As Required With Minimum 5 Year Oem Warranty. System Lumen Efficacy ≥105 And <120 Lm/Watt Output . Lm79 & Lm80 Test Report And All Testing Required For Led Fixtures As Per Bis Shall Be Submitted. Shape Size And Cct Shall Be As Approved By Engineer-In-Charge As Per Requirement. (Thermal Management: Heat Sink Of Aluminium Housing Such That Led Junction Temperature Shall Not Rise Above 90°C) Powder Coated Die Cast /Extruded Aluminium Body Including Trim 18 Watt Mr 19.00 Each 700.00 672.00 12768.00 12 Earthing With G.I. Earth Plate 600 Mm X 600 Mm X 6 Mm Thick Including Accessories, And Providing Masonry Enclosure With Cover Plate Having Locking Arrangement And Watering Pipe Of 2.7 Metre Long Etc. With Charcoal/ Coke And Salt As Required Dsr-5.4 3.00 Each 5681.03 5453.79 16361.37 13 Supplying And Laying 25 Mm X 5 Mm G.I Strip At 0.50 Metre Below Ground As Strip Earth Electrode, Including Connection/ Terminating With G.I. Nut, Bolt, Spring, Washer Etc. As Required. (Jointing Shall Be Done By Overlapping And With 2 Sets Of G.I. Nut Bolt & Spring Washer Spaced At 50Mm) Dsr 5.9 55.00 Metre 109.48 105.11 5780.78 14 Supplying And Fixing 5 A To 32 A Rating, 240/415 V, 10 Ka, C Curve, Miniature Circuit Breaker Suitable For Inductive Load Of Following Poles In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required. A) Single Pole Dsr-2.10.1 9.00 Each 194.64 186.85 1681.68 15 Supplying And Fixing Following Way, Single Pole And Neutral, Sheet Steel, Mcb Distribution Board, 240 V, On Surface/ Recess, Complete With Tinned Copper Bus Bar, Neutral Bus Bar, Earth Bar, Din Bar, Interconnections, Powder Painted Including Earthing Etc. As Required. (But Without Mcb/Rccb/Isolator) A) 6 Way (4 + 12), Double Door Dsr-2.3.1 2.00 Each 1677.24 1610.15 3220.30 16 Supplying And Fixing Following Way, Horizontal Type Three Pole And Neutral, Sheet Steel, Mcb Distribution Board, 415 V, On Surface/ Recess, Complete With Tinned Copper Bus Bar, Neutral Bus Bar, Earth Bar, Din Bar, Interconnections, Powder Painted Including Earthing Etc. As Required. (But Without Mcb/Rccb/Isolator) A) 4 Way (4 + 12), Double Door Dsr-2.4.1 1.00 Each 3110.42 2986.01 2986.01 17 Supplying And Fixing 5 A To 32 A Rating, 240/415 V, 10 Ka, C Curve, Miniature Circuit Breaker Suitable For Inductive Load Of Following Poles In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required. Dsr-2.10.3 2.00 Each 498.76 478.81 957.62 16 Installation, Testing And Commissioning Of Ceiling Fan, Including Wiring The Down Rods Of Standard Length (Upto 30 Cm) With 1.5 Sq. Mm Frls Pvc Insulated, Copper Conductor, Single Core Cable, Including Providing And Fixing Phenolic Laminated Sheet Cover On The Fan Box Etc. As Required Dsr 1.45 10.00 Each 257.74 247.43 2474.35 17 Supplying And Fixing Two Module Stepped Type Electronic Fan Regulator On The Existing Modular Plate Switch Box Including Connections But Excluding Modular Plate Etc. As Required. Dsr 1.25 10.00 Each 280.55 269.33 2693.32 18 Installation Of Exhaust Fan In The Existing Opening, Including Making Good The Damage, Connection, Testing, Commissioning Etc. As Required. Upto 450 Mm Sweep Dsr-1.50.1 7.00 Each 342.14 328.45 2299.17 19 Extra For Fixing The Louvers/ Shutters Complete With Frame For A Exhaust Fan Of All Sizes Dsr-1.51 7.00 Each 157.38 151.09 1057.62 20 Supply, Installation, Testing And Commissioning Of Ceiling Fan With Brush Less Direct Current (Bldc) Motor, Class Of Insulation: B, 3 Nos. Metal( Aluminium Alloy) Blades, 30 Cm Long Down Rod, 2 Nos. Canopies, Shackle Kit, Safety Rope, Copper Winding, Steel/Al Body Power Factor Not Less Than 0.9, Service Value (Cm/M/W) Minimum As Below, 350 Rpm (Tolerance As Per Is : 374-2019), Thd (Total Harmonic Distortion) Less Than 10%, Suitable For Operation With Regulator For Speed Control And All Remaining Accessories Including Safety Pin, Nut Bolts, Washers, Temperature Rise=75 0C (Max.), Insulation Resistance More Than 2 Mega Ohm, Suitable For 230 V, 50 Hz, Single Phase Ac Supply, Ceiling Fan Compliant To Is 374:2019 Fan I/C External Connections With 1.5 Sq.Mm Frls/Hffr, Pvc Insulated Copper Conductor Single Core Cable And Earthing Etc. As Required. 9.2.3 10.00 Each 2075.64 1992.62 19926.18 21 Supplying And Laying Of Aluminium Conductor Pvc Insulated Armoured Served Sheathed Cable 1100 Volts Grade At The Depth Of 750 Mm Bellow Ground Level Over A Cushion Of 75 Mm Thick Sand All Around And Protected With Burnt Bricks On Side And On Top .On Surface The Cable Run Shall Be Fixed On Ms Clamps Etc.Of Suitable Size Or As Directed By The Engineer-Incharge ,Complete In All Respect.The Armouring Of The Cable Shall Be Properly Connected With The Earth Conductor By Clamps Etc. Following Size 10 Sqmm X 2 Core Mr 164.00 Rm 410.34 393.93 64603.77 22 Supply & Fixing Of 225/230Mm Sweep Ventilating (Light Duty) Exhaust Fan Complete With Metallic Blade (Steel Bird Guard Protector /Copper Motor For High Air Suction Performance /Capacitor Etc.), Noise Level : (45 - 50) Db, Power Consumption : 45 W, Rated Voltage : 230 V, Rated Frequency : 50 Hz, Motor Type : Normal Speed. Complete In All Respect. Mr 7.00 Each 1665.00 1598.40 11188.80 23 Cost For Murals Work 32.40 Sqm 5850.00 5616.00 181958.40 24 Cost For Solar Street Light With 7M Pole Complete 15.00 Nos 22600.00 21696.00 325440.00 25 Cost For C.C. Bench 12.00 Nos 10000.00 9600.00 115200.00 26 Cost For Dustbin 6.00 Nos 4500.00 4320.00 25920.00 1. Trenching In Ordinary Soil Up To A Depth Of 60 Cm Including Removal And Stacking Of Serviceable Materials And Then Disposing Of Surplus Soil, By Spreading And Neatly Levelling Within A Lead Of 50 M And Making Up The Trenched Area To Proper Levels By Filling With Earth Or Earth Mixed With Sludge Or / And Manure Before And After Flooding Trench With Water (Excluding Cost Of Imported Earth, Sludge Or Manure).. (Horti) 2.1 159.24 Cum 74.51 71.53 11389.98 2 Supplying And Stacking Of Good Earth At Site Including Royalty And Carriage Upto 5 Km Lead Complete (Earth Measured In Stacks Will Be Reduced By 20% For Payment). (Horti) 2.2 79.62 Cum 491.88 472.21 37597.13 Horticulture 3 Supplying And Stacking At Site Dump Manure From Approved Source, Including Carriage Upto 5 Km Lead Complete (Manure Measured In Stacks Will Be Reduced By 8% For Payment) : Screened Through Sieve Of I.S. Designation 20 Mm (Horti) 2.4.1 106.16 Cum 242.46 232.76 24709.88 4 Spreading Of Sludge, Dump Manure And / Or Good Earth In Required Thickness As Per Direction Of Officer-In-Charge (Cost Of Sludge, Dump Manure And / Or Good Earth To Be Paid Separately). (Horti) 2.8 159.24 Cum 49.94 47.94 7634.64 5 Mixing Earth And Sludge Or Manure In The Required Proportion Specified Or Directed By The Officer-In-Charge (Horti) 2.9 159.24 Cum 34.87 33.47 5330.39 6 Grassing With Selection No.1 Grass Including Watering And Maintenance Of The Lawn For 30 Days Or More Till The Grass Forms A Thick Lawn, Free From Weeds And Fit For Mowing Including Supplying Good Earth, If Needed (The Good Earth Shall Be Paid For Separately). In Rows 5 Cm Apart In Both Directions. (Horti) 2.10.1 530.80 Sqm 16.89 16.21 8604.46 7 Providing And Displaying Of Aglaonema Silver Queen Having 30 Cm To 45 Cm. Ht. With 12 To 15 Leaves, Multi Suckers, Fresh And Healthy Leaves, Well Developed In 25 Cm Dia Earthen Pot/Plastic Pot & As Per Direction Of The Officer-In-Charge. (Horti) 3.8 60.00 Each 154.50 148.32 8899.22 (Horti) Dsr 3.8 8 Providing And Displaying Of Aglaonema Dove Variety Having Ht. 30 Cm To 45 Cm With 8 To 10 Leaves, Well Developed, Fresh And Healthy In 25 Cm Size Of Earthen Pot/Plastic Pot & As Per Direction Of The Officer-In-Charge. (Horti) 3.4 75.00 Each 77.42 74.32 5574.03 (Horti) Dsr 3.4 9 Providing And Displaying Of Aglaonema Marentifolium Variety Having Ht. 23 Cm To 30 Cm With 8 To 10 Leaves, Well Developed, Fresh And Healthy With Colorful Leaves In 20 Cm Size Of Earthen Pot/Plastic Pot. & As Per Direction Of The Officer-In-Charge. (Horti) 3.10 50.00 Each 64.54 61.96 3097.83 (Horti) Dsr 3.10 10 Providing And Displaying Of Chamaedorea Elegans Palm Having Ht. 60 Cm To 75 Cm, Well Developed With Fresh And Healthy Leaves In 25 Cm Size Of Earthen Pot/Plastic Pot. & As Per Direction Of The Officer-In-Charge. (Horti) 3.26 50.00 Each 102.70 98.59 4929.51 (Horti) Dsr 3.26 11 Providing And Displaying Of Croton Baby Golden Variety Having Ht.30 Cm And Above, Well Developed With Full Of Fresh And Healthy Leaves In 20 Cm Size Of Earthen Pot/Plastic Pot & As Per Direction Of The Officer-In-Charge. (Horti) 3.28 150.00 Each 39.11 37.55 5632.42 (Horti) Dsr 3.28 12 Providing And Displaying Of Croton Golden (Broad Leaves) Having Ht. 60 Cm To 75 Cm With 3 To 4 Branches, Well Developed, Fresh And Healthy Leaves In 25 Cm Size Of Earthen Pot/Plastic Pot. & As Per Direction Of The Officer-In-Charge. (Horti) 3.32 150.00 Each 53.81 51.65 7748.01 (Horti) Dsr 3.32 13 Providing And Displaying Of Dieffenbachia Tropic-Snow Having Ht. 60 Cm & Above With 8 - 10 Leaves, Well Developed, Fresh & Healthy In 25 Cm Size Of Earthen Pot/Plastic Pot & As Per Direction Of The Officer-In-Charge. (Horti) 3.40 50.00 Each 75.32 72.31 3615.28 (Horti) Dsr 3.40 14 Providing And Displaying Of Dieffenbachia Mosaic Having Ht. 30Cm To 45 Cm With 10-12 Leaves, Well Developed, Fresh And Healthy In 25 Cm Size Of Earthen Pot/Plastic Pot. & As Per Direction Of The Officer-In-Charge. (Horti) 3.41 50.00 Each 75.32 72.31 3615.28 (Horti) Dsr 3.41 15 Providing And Displaying Dianthus In Different Colour Well Developed With Fresh & Healthy Foliage 30 Cm Ht., In Full Bloom With Stacking In 25 Cm Earthen Pot/Plastic Pot And As Per Direction Of The Officer-In-Charge. (Horti) 4.29 50.00 Each 51.79 49.72 2486.05 (Horti) Dsr 4.29 16 Providing And Displaying Gazania Hybrid In Different Colour Well Developed With Fresh & Healthy Foliage With Full Bloom In 25 Cm Earthen Pot/Plastic Pot And As Per Direction Of The Officer-Incharge. (Horti) 4.31 150.00 Each 61.63 59.16 8874.49 (Horti) Dsr 4.31 17 Providing And Displaying Gaillardia Double Hybrid Variety Well Developed 30 To 45 Cm Ht 20 To 30 Fresh & Healthy Flower With Green Painted Bamboo Stick In 25 Cm Earthen Pot/Plastic Pot And As Per Direction Of The Officer-In-Charge. (Horti) 4.75 120.00 Each 51.85 49.78 5973.11 (Horti) Dsr 4.75 18 Providing And Stacking Of Plant Mogra Of Height 25 To 30 Cm., 2 To 3 Branch In Earthen Pots Of Size 20 Cm Earthen Pot/Plastic Pot And As Per Direction Of The Officer-In-Charge. (Horti) 4.88 100.00 Each 44.03 42.27 4226.60 (Horti) Dsr 4.88 19 Providing And Stacking Of Plant Canna Dwarf Of Height 25 To 30 Cm., 2 To 3 Suckers In Earthen Pots Of Size 20 Cm Earthen Pot/Plastic Pot And As Per Direction Of The Officer-In-Charge. (Horti) 4.89 100.00 Each 34.25 32.88 3287.87 (Horti) Dsr 4.89 20 Bush Rose In Different Colour 2 To 3 Healthy Branch 30 Cm And Above Ht. Well Developed With 8 Or More Flowers / Flower Buds In 20 Cm Earthen Pot /Plastic Pot As Per Direction Of The Officer-Incharge. (Horti) 4.90 100.00 Each 24.47 23.49 2349.13 (Horti) Dsr 4.90 21 Providing And Displaying Budded Rose (H.T. Variety) 3 To 4 Healthy Branch 30 Cm And Above Ht. Well Developed With One And Above Flower Plant In 20 Cm Earthen Pot, As Per Direction Of The Officer-In-Charge. (Horti) 4.91 100.00 Each 31.29 30.04 3003.96 (Horti) Dsr 4.91 22 Providing And Displaying Standard Rose (H.T. Variety) 3 To 4 Healthy Branch 90 Cm And Above Ht. Well Developed With One And Above Flowers In 25 Cm Earthen Pot, As Per Direction Of The Officer-In-Charge. (Horti) 4.93 75.00 Each 143.77 138.02 10351.28 (Horti) Dsr 4.93 23 Providing And Stacking Of Plumeria Rubra Of Height 120-150 Cm. With 3-4 Branches And Thick Stem In Big Size Hdpe Bags As Per Direction Of The Officer-In-Charge. (Horti) 7.72 75.00 Each 381.60 366.34 27475.20 (Horti) Dsr 7.72 24 Providing And Stacking Of Polyalthia Longifolia (Ashok) Of Height 180-195 Cm. In Gunny Bag Of Size 30 Cm As Per Direction Of The Officer-Incharge. (Horti) 7.75 75.00 Each 95.40 91.58 6868.80 (Horti) Dsr 7.75 25 Providing And Stacking Of Saraca Indica (Sita Ashok) Of Height 105-120 Cm. In Big Poly Bags Of Size 25 Cm As Per Direction Of The Officer-In-Charge. (Horti) 7.80 75.00 Each 76.32 73.27 5495.04 (Horti) Dsr 7.80 26 Providing And Stacking Of Terminalia Arjuna Of Height 150-165 Cm. In Big Polybags Of Size 25 Cm As Per Direction Of The Officerin-Charge. (Horti) 7.88 75.00 Each 57.24 54.95 4121.28 (Horti) Dsr 7.88 27 Providing And Stacking Of Calliandra, Emarginata Of Height 45-60 Cm. In Earthen Pot Of Size 20 Cm As Per Direction Of The Officer-Incharge. (Horti) 8.5 150.00 Each 33.39 32.05 4808.16 (Horti) Dsr 8.5 28 Providing And Stacking Of Nerium Oleander (Kaner) Of Height 60- 75 Cm. With 5-6 Branches In Poly Bags Of Size 25 Cm As Per Direction Of The Officer-In-Charge.
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 2
Uttar Pradesh View Result →
18.
Housing Urban and Rular Development #11311754 Technical Bid
Tender for 1. Sculpture - MahobaS Betel Leaf - Technical Specification Desiging, Providing, Fabricating, And Installing 10 Ft High (7 Ft Sculpture + 3 Ft Plinth) Frp Sculpture, Executed In Premium-Grade Uv-Stabilized Frp Laminates Minimum 8 Mm Thick, Manufactured Using Chopped Strand Mat (Csm) 450 Gsm And Woven Roving 600 Gsm With Iso-Grade Resin System, Gelcoat Finish And Polymer Hardener. Frp To Be Formed Over A Fabricated Ms Structural Armature Using Ms Square/Round Pipe Section (Minimum 50×50×2.5 Mm Thick), Including Full Welding, Grinding, Stress-Relief, And Two Coats Of Zinc-Rich Epoxy Primer Followed By Polyurethane (Pu) Topcoat On Metal Elements. Surface Finishing To Include Mirror-Finish Inlays Fixed With Industrial-Grade Adhesive As Per Approved Motif Layout And Embedded Bundelkhandi Folk Motifs Engraved Or Cast Within Frp Layer. Plinth To Be Constructed In M-20 Grade Reinforced Cement Concrete With Reinforcement Confirming To Is:456, Shuttering With Waterproof Ply, Finishing, And Integrated Chemical Anchor Bolts (Hilti/Equivalent) For Anchoring Ms Frame To Rcc. Plinth Outer Surface To Be Clad In Polished Red Sandstone 20-25 Mm Thick, Machine-Cut, Fixed Using Stainless Steel Cramps/Clamps (Grade 304) And Polymer-Modified Adhesive With Pointing In Pigment-Matched Epoxy Grout. Brass Nameplate (8-10 Mm Thick) With Deep-Engraved Lettering To Be Installed With Countersunk Ss Screws. Electrical Work Includes Rgb Uplighters (2 Nos. - Ip67, Ik08) With In-Built Charge Controller, Panel Mounting Brackets, Concealed Wiring With Uv-Resistant Cable, Junction Boxes, And Testing. Rgb Lighting System: Providing And Laying Programmable Rgb Led Linear Strip/Flood Lighting, Ip65-Rated, High-Power 5050/3528/2835 Chipset, With Aluminum Channel Fixing, Silicone Encapsulation, 12V/24V Driver, Dmx-Compatible Controller, Power Supply Control Board, Weatherproof Junction Box, Flexible Conduits, Cable Routing Through Gi/Hdpe Conduit (Minimum 25 Mm Dia.), Including Termination, Tagging, Ferrule, Testing, Commissioning, And Integration With Existing Supply. Complete Including All Labour, Tools, Plants, Scaffolding, Anti-Uv Coating, Joint Sealing, Curing, Protection, And Finishing As Per Approved Drawings And The Direction Of Engineer-In-Charge. , 2. Sculpture - The Elder Craftsman Desiging, Fabrication Of 11 Ft High Life-Size Artisan Sculpture, Executed In Frp 6-8 Mm Thickness, Produced Using Hand Lay-Up Process, Reinforced With Csm 450 Gsm And Woven Roving 600 Gsm, Surface Gelcoat Resistant To Uv & Atmospheric Conditions. Internal Ms Support Frame Fabricated With Is 806/Is 1161 Compliant Steel Tubes, Welded As Per Is: 816, Ground Smooth, Inspected By Dye-Penetration Testing At Joints, And Coated With Zinc-Rich Epoxy Primer And Pu Topcoat. Sculpted Tools (Hammer, Chisel, Stone Block) To Be Integral Frp Components Reinforced With Ms Inserts Where Necessary. Exterior Finishing In Bronze Patina Multi-Layer System Including Base Coat, Shading Coat, Glaze, And Weather-Protective Clear Pu. Base: 3.5 Ft Reinforced Cement Concrete Pedestal (M-20), Steel Reinforcement Fe-500 Grade, Chemical Anchor Fixing System, Clad With Premium-Grade Granite Slabs (20-25 Mm Thick), Polished To 800-1000 Grit, Chamfered Edges, Fixed With Stainless Steel Clamps And Polymer-Based Adhesive. Rgb Lighting System: Supply And Installation Of Rgb Led Linear Lights/Spot Fixtures, Ip65/Ip67-Rated, With Aluminum Extrusion Channels, Pvc/Silicone Sealing, Dmx Controller, Waterproof Driver, 16-18 Gauge Copper Wires, Gi Conduits, Mcb Protection, Synchronization Of Lighting Sequences, Testing & Commissioning. Includes Earth Connection As Per Is:3043, Foundation Excavation/Backfilling, Hoisting, Alignment Using Spirit Level And Temporary Supports, Protective Anti-Uv Coat, Finishing Complete , Sculpture - Egksck Dk Lw;Z Eafnj (Sun Temple Of Mahoba) Desiging, Providing And Erecting 10 Ft High Frp Sculpture (10 Mm Thick) Fabricated Using Dual-Layer Woven Roving 600 Gsm And Csm 450 Gsm With Isophthalic Grade Resin System, Designed With Embedded Transparent/Colored Acrylic Panels (6-8 Mm Cast Acrylic) Supported Within Frp Recesses. The Sculpture Includes Internal Led Illumination Cavity With Access Hatch. Internal Ms Structure Designed As Per Structural EngineerS Certification For Wind Loadings Up To 180 Km/H. Surface Finishing To Be Golden Metallic Enamel, Multi-Coat System With Primer, Metallic Flakes Coat, Final Pu Topcoat. Base: 4 Ft Reinforced Cement Concrete Pedestal, Reinforcement Detailing As Per Structural Drawing, Fully Clad With Jaisalmer Yellow Stone, Machine-Cut And Mirror-Polished, Fixed With Ss Cramps. Electrical Works Include Ip-Rated Internal Led Modules, Drivers, Controller, Cable Trays Inside Sculpture, And Maintenance Access Door. Rgb Lighting System: Providing And Installing Rgb Led Accent Lighting, Ip65-Rated, With Programmable Controller, Dmx Interface Module, Gi Conduit, Copper Wiring, Junction Boxes, Mcb Protection, Earth Continuity Conductor, And Full Testing And Commissioning. Complete Including Foundation, Anchoring, Grouting, Cable Management, And Surface Finishing As Per Drawings. , 4. Sculpture - Fort Of Mangalgarh Desiging, Fabrication And Installation Of 10 Ft High Sculpture Made Of Treated Steel Scrap, Utilizing Ms Plates, Rods, Flats, Angles, Bars Of Select Thickness (4 Mm-10 Mm), Cleaned By Sandblasting (Sa 2.5 Standard), Welded Using Is-Approved Welding Electrodes, Full Penetration Welds Where Required, Visually Inspected And Tested. Surface To Undergo Rust-Induced Patina Treatment Through Chemical Oxidation, Sealed With Clear Epoxy Topcoat (2-3 Layers). Sculpture Supported On Heavy-Duty Internal Ms Frame Anchored To Reinforced Cement Concrete Plinth (M-20 Grade) Clad With Natural Stone (Random/Ashlar Masonry), Fixed With Ss Clamps. Rgb Lighting System: Providing And Fixing Rgb Led Flood Or Strip Lights, Ip65/67-Rated, On Anti-Corrosion Metal Brackets, Concealed Wiring, Dmx/Ir Controller, Driver Unit, Gi Conduit, Cable Protection, Mccb/Mcb As Required, Tagging, Termination, Testing, And Commissioning. Includes All Corrosion-Treatment Stages, Structural Frame Fabrication, Erection, Foundation Concreting, Anchor Bolt Fixing, Finishing Complete. , 5. Sculpture - Raja Parmal Desiging, Fabrication And Erection Of 12 Ft High Equestrian Statue, In Frp 10 Mm Thickness, Gel-Coated Finish, Multi-Layer Lamination, Sculpted Detailing On Armour, Horse Musculature, Ornaments, Weaponry. Internal Ms Structural Frame Designed With Triangulated Truss Geometry Ensuring Stability Against Wind-Induced Vibrations; Steel Tubes Treated With Sandblasting And Epoxy Primer. Plinth: 4 Ft Reinforced Cement Concrete Base With Fe-500 Reinforcement, Fully Clad With High-Grade Granite Slabs, Fixed With Ss Cramps (Grade 304/316). Engraved Stone Plaque Fixed With Hidden Anchors. Surface Finish: Antique Bronze Metallic Finish With Multi-Layer Pu Protective Coating. Rgb Lighting System: Installation Of Rgb Programmable Spotlight Array, Ip67-Rated, Dmx-Controlled, Drivers, Dimmers, Gi Conduits, Ryb Phase-Balanced Power Distribution, Earthing Per Is:3043, Labeling, Cable Routing, Testing & Commissioning. All Structural Fixing, Grouting, Verticality Adjustment, Surface Cleaning, And Protection Complete. , 6. Sculpture - Alha Desiging, Providing, Fabricating, And Installing 11 Ft High Frp Sculpture (8 Mm Thick), Layer Composition Csm 450 Gsm + Woven Roving 600 Gsm, High-Impact Resin System With Uv Stabilizer. Internal Structural Frame Fabricated Using Ms Pipes (50×50×2.5 Mm Min.), Epoxy Coated, Welded To Base Plate Fixed With Chemical Anchors. Mounted On Circular Reinforced Cement Concrete Plinth (M-20), Clad In Sandstone Slabs With Fine Chiselled Finish. The Base Includes Engraved Verse From Alha-Khand On Brass/Stone Plaque. Surface Finishing To Include Dark Bronze Metallic Paint, Pu Topcoat, Uv-Resistant Sealant. Rgb Lighting System: Providing And Fixing Ip65-Rated Rgb Led Edge-Lighting System Concealed In Plinth Recess, Provided With Dmx Controller, Drivers, Gi Conduit, Wiring, Earthing, And Commissioning. Includes Excavation, Foundation Concreting, Grouting, Anti-Uv Protective Coating, Finishing Complete. ,. Sculpture - Udal Desiging, Fabrication And Installation Of 11 Ft Dynamic Warrior Sculpture, Frp (8 Mm Thickness Minimum), Reinforced With Multi-Layer Frp Lamination, Internal Ms Structural Backbone Designed For Dynamic Cantilever Stresses Using Analysis Inputs. Dual-Tone Bronze-Steel Patina Finish By Multi-Layer Painting System. Mounted On Reinforced Cement Concrete Plinth (M-20), Granite Cladding 20-25 Mm Thick, Stainless Steel Cramps, Polymer Adhesive. Rgb Lighting System: Supply And Installation Of Rgb Led Spotlight/Linear Lighting System, Ip65/Ip67-Rated, Programmable, Including Driver, Controller, Conduits, Control Wiring, Earthing, Load Balancing, Testing, Commissioning. Includes Alignment, Installation, Anchor Bolt Tightening, Surface Finishing, Cleaning Complete In All Respects. , 8. Sculpture - Gorakhgiri Desiging, Providing And Fixing Spiritual Sculpture Depicting Gorakhnath Within An Abstract Hill-Form, Fabricated In Frp 10 Mm Thickness, Reinforced With Ms Skeleton Frame, Stress-Tested, Epoxy-Coated. Stone-Texture Frp Surface Created Using Multi-Layer Texture Coat, Shading Coat, And Final Weatherproof Pu Coat. Mounted On 3.5 Ft Reinforced Cement Concrete Plinth Clad With Sandstone, Fixed With Ss Cramps And Epoxy Adhesive. Brass Nameplate Fixed Flush. Optional Halo-Effect Led Illumination Integrated Within Sculpture With Concealed Access For Maintenance. Rgb Lighting System: Providing And Fixing Rgb Led Backlighting/Edge Lighting, Ip65/Ip67-Rated, Driver-Controlled, Dmx Controller Integration, Gi Conduit, Cable Management, Termination, Testing, Commissioning. Includes Foundation, Anchoring, Hoisting, Structural Inspection, Protective Coatings, Finishing Complete As Per Direction Of Engineer-In-Charge.
Contract Date: Ref. Documents Contract Value : Ref. Document
Boards / Undertakings / PSU No of Bidders 2
Uttar Pradesh View Result →
19.
Educational and Research Institute #11307517 Technical Bid
Tender For Ambedkar Gramam Project For Sc Unnathy Pookkunnimala- 1 1) Anganwadi-Civil Works-Ground Floor 2 15.9.2 Demolishing Stone Rubble Masonry Manually / By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Engineer -In- Charges:In Cement Mortar 3 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 4 15.2.2 Demolishing Cement Concrete Manually / By Mechanical Means Including Disposal Of Material Within 50 Metres Lead As Per Direction Of Engineer - In-Charge.Nominal Concrete 1:4:8 Or Leaner Mix ( Including Equivalent Design Mix) 5 15.19 Dismantling Steel Work Manually / By Mechanical Means In Built Up Sections Without Dismembering And Stacking Within 50 Metres Lead As Per Directions Of Engineer -In- Charge. 6 15.28.1 Dismantling Roofing Including Ridges, Hips, Velleys And Gutters Etc., And Stacking The Material Within 50 Metres Lead Of :G.S. Sheet 7 15.13.1 Taking Out Doors, Windows And Clerestory Window Shutters (Steel Or Wood ) Including Stacking Within 50 Metres Lead:Of Area 3 Sq. Metres And Below 8 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 9 4.1.8 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level:1:4:8 (1 Cement : 4 Coarse Sand (Zone-Iii) Derived From Natural Sources : 8 Graded Stone Aggregate 40 Mm Nominal Size Derived From Natural Sources) 10 5.9.1 Centering And Shuttering Including Strutting, Etc. And Removal Of Form For:Foundations, Footings, Bases Of Columns, Etc For Mass Concrete 11 5.9.5 Centering And Shuttering Including Strutting, Etc. And Removal Of Form For:Lintels, Beams, Plinth Beams, Girders Bressumers And Cantilevers 12 5.9.6 Centering And Shuttering Including Strutting, Etc. And Removal Of Form For:Columns, Pillars, Piers, Abutments, Posts And Struts 13 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 :3 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources) 14 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. Up Tot Floor Five Level Excluding Cost Of Centering, Shuttering, Finishing And Reinforcement :1:1.5:3( 1 Cement : 1.5 Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources) 15 5.9.3 Centering And Shuttering Including Strutting, Etc. And Removal Of Form For:Suspended Floors, Roofs, Landings, Balconies And Access Platform 16 5.3 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 Up To Floor Five Level Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement, With1:1.5:3 (1 Cement : 1.5 Coarse Sand (Zone Iii) Derived From Natural Sources: 3 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources). 17 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 18 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. 19 50.6.1.2 Solid Block Masonry Using Pre Cast Solid Blocks (Factory Made) Of Size 40X20X20Cm Or Nearest Available Size Confirming To Is 2185 Part I Of 1979 For Super Structure Up To Floor Two Level Thickness 20Cm And Above In: Cm 1:6 ( 1 Cement: 6 Coarse Sand) Etc Complete. 20 13.7.1 12 Mm Cement Plaster Finished With A Floating Coat Of Neat Cement Of Mix:1:3 ( 1 Cement : 3 Fine Sand) 21 13.1.1 12 Mm Cement Plaster Of Mix:1:4 ( 1 Cement : 4 Fine Sand) 22 50.9.1.1 Providing Wood Work In Frames Of Doors, Windows, Clerestory Windows And Other Frames, Wrought Framed And Fixed In Position With Hold Fast Lugs Or With Dash Fasteners Of Required Dia & Length (Hold Fast Lugs Or Dash Fastener Shall Be Paid For Separately), Using Good Quality Anjili Wood /Jack Wood 23 50.9.2.1 Providing And Fixing Paneled And Glazed Shutters For Doors, Windows And Clerestory Windows, 35 Mm Thick Shutters Including Isi Marked M.S. Pressed Butt Hinges Bright Finished Of Required Size With Necessary Screws, Excluding Panelling Which Will Bepaid For Separately, All Complete As Per Direction Of Engineerin - Charge Using Anjili/ Jack Wood 24 50.9.6.1 Providing And Fixing Glazed Shutters For Doors, Windows And Clerestory Windows Using 4 Mm Thick Float Glass Panes Including Isi Marked M.S. Pressed Butt Hinges Bright Finished Of Required Size With Necessary Screws. Using Anjili Wood / Jack Wood 30 Mm Thick Shutters 25 14.29 Providing And Fixing M.S. Round Or Squre Bars With M.S. Flats At Required Spacing In Wooden Frames Of Windows And Clerestory Windows. 26 10.27.5 Providing And Fixing Carbon Steel Galvanised ( Minimum Coating 5 Micron) Dash Fastener Of 10 Mm Dia Double Threaded 6.8 Grade (Yield Strength 480 N/Mm2), Counter Sunk Head, Comprising Of 10 M Dia Polyamide P A 6 Grade Sleeve, Including Drilling Of Hole In Frame, Concrete/Masonry, Etc. As Per Direction Of Engineer-In-Charge.10X 160 Mm 27 9.76 Providing And Fixing Bright Finished Brass 100 Mm Mortice Latch And Lock With 6 Levers And A Pair Of Lever Handles Of Approved Quality With Necessary Screws Etc. Complete. 28 9.92.1 Providing And Fixing Chromium Plated Brass Handles With Necessary Screws Etc. Complete:125 Mm 29 9.74.3 Providing And Fixing Bright Finished Brass Tower Bolts (Barrel Type) With Necessary Screws Etc. Complete:150X10 Mm 30 9.83 Providing And Fixing Aluminium Die Cast Body Tubular Type Universal Hydraulic Door Closer (Having Brand Logo With Isi, Is : 3564, Embossed On The Body, Door Weight Upto 35 Kg And Door Width Upto 700 Mm), With Necessary Accessories And Screws Etc. Complete. 31 Od123879/2025-2026 Providing And Fixing Frp (Fibre Reinforced Polymer) Door Shutter Of Size 90Cm And 28-30Mm Thickness With Frame 110Mm Thickness With Necessary Fittings Like Hinges, Cost Index (Place) : Kollam, Gst : 18% Printed On 2026-03-17 13:56:12.13 4 Including All Materials And Labour Charge Etc As Per The Direction Of Engineer In Charge 32 Od123885/2025-2026 Providing And Fixing Frp (Fibre Reinforced Polymer) Door Shutter Of Size 80Cm And 28-30Mm Thickness With Frame 110Mm Thickness With Necessary Fittings Like Hinges, Tower Bolts, Handles, Mortice/Cylindrical Locks And All Other Accessories Etc. Complete Including All Materials And Labour Charge Etc As Per The Direction Of Engineer In Charge 33 11.41.2 Providing And Laying Vitrified Floor Tiles In Different Sizes (Thickness To Be Specified By The Manufacturer) With Water Absorption Less Than 0.08% And Conforming To Is : 15622, Of Approved Make, In All Colours And Shades, Laid On 20 Mm Thick Cement Mortar 1:4(1 Cement : 4 Coarse Sand), Including Grouting The Joints With White Cement And Matching Pigments Etc., Complete.Size Of Tile 600 X 600 Mm. 34 11.46.2 Providing And Laying Vitrified Tiles Indifferent Sizes (Thickness To Be Specified By Manufacturer), With Water Absorption Less Than 0.08 % And Conforming To I.S. 15622, Of Approved Make, In All Colours & Shade, In Skirting, Riser Of Steps, Over 12 Mm Thick Bed Of Cement Mortar 1:3 (1 Cement : 3 Coarse Sand), Including Grouting The Joint With White Cement & Matching Pigments Etc. Complete.Size Of Tile 600X600 Mm 35 11.37 Providing And Laying Ceramic Glazed Floor Tiles Of Size 300X300 Mm (Thickness To Be Specified By The Manufacturer) Of 1St Quality Conforming To Is : 15622 Of Approved Make In Colours Such As White, Ivory, Grey, Fume Red Brown, Laid On 20 Mm Thick Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), Jointing With Grey Cement Slurry @ 3.3 Kg/Sqm Including Pointing The Joints With White Cement And Matching Pigment Etc., Complete 36 8.31 Providing And Fixing Ist Quality Ceramic Glazed Wall Tiles Conforming To Is: 15622 (Thickness To Be Specified By The Manufacturer), Of Approved Make, In All Colours, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineer-In- Charge, In Skirting, Risers Of Steps And Dados, Over 12 Mm Thick Bed Of Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) And Jointing With Grey Cement Slurry @ 3.3Kg Per Sqm, Including Pointing In White Cement Mixed With Pigment Of Matching Shade Complete. 37 11.16.1 Precast Terrazo Tiles 22 Mm Thick With Graded Marble Chips Of Size Upto 12Mm, Laid In Floors, And Landings, Jointed With Neat Cement Slurry Mixed With Pigment To Match The Shade Of The Tiles Including Rubbing And Polishing Complete, On 20 Mm Thick Bed Of Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) :Light Shade Pigment Using White Cement 38 8.2.2.2 Providing And Fixing 18 Mm Thick Gang Saw Cut, Mirror, Polished, Premoulded And Prepolished, Machine Cut For Kitchen Platforms, Vanity Counters, Window Sills, Facias And Similar Locations, Of Required Size, Approved Shade, Colour And Texture Laid Over 20 Mm Thick Base Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand), Joints Treated With White Cement, Mixed With Matching Pigment, Epoxy Touch Ups, Including Rubbing, Curing, Moulding And Polishing To Edges To Give High Gloss Finish Etc. Complete At All Levels.Area Of Slab Over 0.50 Sqm 39 8.3.2 Providing Edge Moulding To 18 Mm Thick Marble Stone Counters, Vanities Etc., Including Machine Polishing To Edge To Give High Gloss Finish Etc. Complete As Per Design Approved By Engineer -In-Charge.Granite Work 40 13.80 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. 41 13.43.1 Applying One Coat Of Water Thinnable Cement Primer Of Approved Brand And Manufacture On Wall Surface:Water Thinnable Cement Primer 42 13.60.1 Wall Painting With Acrylic Emulsion Paint Of Approved Brand And Manufacture To Give An Even Shade:Two Or More Coats On New Work 43 13.47.1 Finishing Walls With Premium Acrylic Smooth Exterior Paint With Silicone Additives Of Required Shade:New Work (Two Or More Coats Applied @ 1.43 Ltr/ 10 Sqm Over And Including Priming Coat Of Exterior Primer Applied @ 2.20 Kg/ 10 Sqm) 44 13.85.1 Applying Priming Coats With Primer Of Approved Brand And Manufacture, Having Low Voc ( Volatile Organic Compound) Content.With Ready Mixed Pink Or Grey Primer On Wood Work (Hard And Soft Wood ) Having Voc Content Less Than 50 Grams/ Litre 45 13.61.1 Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture To Give An Even Shade:Two Or More Coats On New Work 46 10.28 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.) 47 Od134882/2025-2026 Supplying And Fixing Anganwadi/Library/Vignjaanwadi Name Board With Emblem Using Acrylic Sheet Base With Reflective Type Sticker As Per Required Shade And Color Etc Complete. Size Of Board 3.00Mx 0.60M 48 Od134893/2025-2026 Providing And Fixing Anganwadi/Library/Vignjaanwadi -Foundation Stone/Inauguration Stone Using Granite Of Size 70.00X135.00 Cm ,18Mm Thick With Writing Letters In Golden Colour Including Of All Material And Labour Charges Etc. Complete As Per The Directions Of Engineer-In-Charge. 49 2.1.1 Earth Work In Surface Excavation Not Exceeding 30 Cm In Depth But Exceeding 1.5M In Width As Well As 10 Sqm On Plan Including Disposal Of Excavated Earth Up To 50 M And Lift Up To 1.5 M, Disposed Soil To Be Levelled And Neatly Dressed:All Kinds Of Soil 50 16.68 Providing And Laying 60 Mm Thick Factory Made Cement Concrete Interlocking Paver Block Of M - 30 Grade Made By Block Making Machine With Strong Vibratory Compaction, Of Approved Size, Design & Shape, Laid In Required Colour And Pattern Over And Including 50 Mm Thick Compacted Bed Of Coarse Sand, Filling The Joints With Fine Sand Etc. All Complete As Per The Direction Of Engineer-In-Charge. 51 50.10.1 Steel Work In Built Up G I Tubular ( Round, Square Or Rectangular Hollow Tubes Etc.) Trusses Etc., Including Cutting, Hoisting,Fixing In Position And Applying A Priming Coat Of Approved Steel Primer, Including Welding And Bolted With Special Shaped Washers Etc. Complete 52 50.10.2 Steel Work For Purlin/Single Section With G I Pipes Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer, Including Welding And Bolted With Special Shaped Washers Etc. Complete 53 12.50 Providing And Fixing Precoated Galvanised Iron Profile Sheets (Size, Shape And Pitch Of Corrugation As Approved By Engineer-In-Charge) 0.50 Mm (+0.05%), Total Coated Thickness With Zinc Coating 120 Grams Per Sqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns. Sheet Should Have Protective Guard Film Of 25 Microns Minimum To Avoid Scratches During Transportation And Should Be Supplied In Single Length Upto 12 Metre Or As Desired By Engineer-In-Charge. The Sheet Shall Be Fixed Using Self Drilling/Self Tapping Screws Of Size (5.5X55Mm) With Epdm Seal, Complete Upto Any Pitch In Horizontal/ Vertical Or Curved Surfaces, Excluding The Cost Of Purlins, Rafters And Trusses And Including Cutting To Size And Shape Wherever Required. 54 12.51.1 Providing And Fixing Precoated Galvanised Steel Sheet Roofing Accessories 0.50 Mm (+0.05 %) Total Coated Thickness, Zinc Coating 120 Grams Per Sqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns Using Self Drilling/ Self Tapping Screwscomplete :Ridges Plain (500-600 Mm) 55 Od141946/2025-2026 Providing And Fixing 8 Upvc Aqua Pathy ( Gutter) With M.S Clamp All Complete As Per Direction Of Engineer-In-Charge. 56 1)Vignjaanwadi,Library Cum Reading Room-First Floor 57 5.9.6 Centering And Shuttering Including Strutting, Etc. And Removal Of Form For:Columns, Pillars, Piers, Abutments, Posts And Struts 58 5.9.5 Centering And Shuttering Including Strutting, Etc. And Removal Of Form For:Lintels, Beams, Plinth Beams, Girders Bressumers And Cantilevers 59 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. Up Tot Floor Five Level Excluding Cost Of Centering, Shuttering, Finishing And Reinforcement :1:1.5:3( 1 Cement : 1.5 Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources) 60 5.9.3 Centering And Shuttering Including Strutting, Etc. And Removal Of Form For:Suspended Floors, Roofs, Landings, Balconies And Access Platform 61 5.3 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 Up To Floor Five Level Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement, With1:1.5:3 (1 Cement : 1.5 Coarse Sand (Zone Iii) Derived From Natural Sources: 3 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources). 62 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 63 50.6.1.2 Solid Block Masonry Using Pre Cast Solid Blocks (Factory Made) Of Size 40X20X20Cm Or Nearest Available Size Confirming To Is 2185 Part I Of 1979 For Super Structure Up To Floor Two Level Thickness 20Cm And Above In: Cm 1:6 ( 1 Cement: 6 Coarse Sand) Etc Complete. 64 13.7.1 12 Mm Cement Plaster Finished With A Floating Coat Of Neat Cement Of Mix:1:3 ( 1 Cement : 3 Fine Sand) 65 13.1.1 12 Mm Cement Plaster Of Mix:1:4 ( 1 Cement : 4 Fine Sand) 66 13.4.1 12 Mm Cement Plaster Of Mix:1:4 ( 1 Cement : 4 Coarse Sand) 67 50.9.1.1 Providing Wood Work In Frames Of Doors, Windows, Clerestory Windows And Other Frames, Wrought Framed And Fixed In Position With Hold Fast Lugs Or With Dash Fasteners Of Required Dia & Length (Hold Fast Lugs Or Dash Fastener Shall Be Paid For Separately), Using Good Quality Anjili Wood /Jack Wood 68 50.9.2.1 Providing And Fixing Paneled And Glazed Shutters For Doors, Windows And Clerestory Windows, 35 Mm Thick Shutters Including Isi Marked M.S. Pressed Butt Hinges Bright Cost Index (Place) : Kollam, Gst : 18% Printed On 2026-03-17 13:56:12.13 9 Paid For Separately, All Complete As Per Direction Of Engineerin - Charge Using Anjili/ Jack Wood 69 50.9.6.1 Providing And Fixing Glazed Shutters For Doors, Windows And Clerestory Windows Using 4 Mm Thick Float Glass Panes Including Isi Marked M.S. Pressed Butt Hinges Bright Finished Of Required Size With Necessary Screws. Using Anjili Wood / Jack Wood 30 Mm Thick Shutters 70 14.29 Providing And Fixing M.S. Round Or Squre Bars With M.S. Flats At Required Spacing In Wooden Frames Of Windows And Clerestory Windows. 71 10.27.5 Providing And Fixing Carbon Steel Galvanised ( Minimum Coating 5 Micron) Dash Fastener Of 10 Mm Dia Double Threaded 6.8 Grade (Yield Strength 480 N/Mm2), Counter Sunk Head, Comprising Of 10 M Dia Polyamide P A 6 Grade Sleeve, Including Drilling Of Hole In Frame, Concrete/Masonry, Etc. As Per Direction Of Engineer-In-Charge.10X 160 Mm 72 9.76 Providing And Fixing Bright Finished Brass 100 Mm Mortice Latch And Lock With 6 Levers And A Pair Of Lever Handles Of Approved Quality With Necessary Screws Etc. Complete. 73 9.92.1 Providing And Fixing Chromium Plated Brass Handles With Necessary Screws Etc. Complete:125 Mm 74 9.74.3 Providing And Fixing Bright Finished Brass Tower Bolts (Barrel Type) With Necessary Screws Etc. Complete:150X10 Mm 75 9.83 Providing And Fixing Aluminium Die Cast Body Tubular Type Universal Hydraulic Door Closer (Having Brand Logo With Isi, Is : 3564, Embossed On The Body, Door Weight Upto 35 Kg And Door Width Upto 700 Mm), With Necessary Accessories And Screws Etc. Complete. 76 Od127305/2025-2026 Providing And Fixing Frp (Fibre Reinforced Polymer) Door Shutter Of Size 80Cm 28-30Mm Thickness With Frame And Tower Bolts, Handles, Mortice/Cylindrical Locks And All Other Accessories Etc. Complete Including All Materials And Labour Charge Etc As Per The Direction Of Engineer In Charge 77 Od126510/2025-2026 Providing And Fixing Frp (Fibre Reinforced Polymer) Door Shutter Of Size 90Cm And 28-30Mm Thickness With Frame 110Mm Thickness With Necessary Fittings Like Hinges, Tower Bolts, Handles, Mortice/Cylindrical Locks And All Other Accessories Etc. Complete Including All Materials And Labour Charge Etc As Per The Direction Of Engineer In Charge 78 11.41.2 Providing And Laying Vitrified Floor Tiles In Different Sizes (Thickness To Be Specified By The Manufacturer) With Water Absorption Less Than 0.08% And Conforming To Is : 15622, Of Approved Make, In All Colours And Shades, Laid On 20 Mm Thick Cement Mortar 1:4(1 Cement : 4 Coarse Sand), Including Grouting The Joints With White Cement And Matching Pigments Etc., Complete.Size Of Tile 600 X 600 Mm. 79 11.46.2 Providing And Laying Vitrified Tiles Indifferent Sizes (Thickness To Be Specified By Manufacturer), With Water Absorption Less Than 0.08 % And Conforming To I.S. 15622, Of Approved Make, In All Colours & Shade, In Skirting, Riser Of Steps, Over 12 Mm Thick Bed Of Cement Mortar 1:3 (1 Cement : 3 Coarse Sand), Including Grouting The Joint With White Cement & Matching Pigments Etc. Complete.Size Of Tile 600X600 Mm 80 11.37 Providing And Laying Ceramic Glazed Floor Tiles Of Size 300X300 Mm (Thickness To Be Specified By The Manufacturer) Of 1St Quality Conforming To Is : 15622 Of Approved Make In Colours Such As White, Ivory, Grey, Fume Red Brown, Laid On 20 Mm Thick Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), Jointing With Grey Cement Slurry @ 3.3 Kg/Sqm Including Pointing The Joints With White Cement And Matching Pigment Etc., Complete 81 8.31 Providing And Fixing Ist Quality Ceramic Glazed Wall Tiles Conforming To Is: 15622 (Thickness To Be Specified By The Manufacturer), Of Approved Make, In All Colours, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineer-In- Charge, In Skirting, Risers Of Steps And Dados, Over 12 Mm Thick Bed Of Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) And Jointing With Grey Cement Slurry @ 3.3Kg Per Sqm, Including Pointing In White Cement Mixed With Pigment Of Matching Shade Complete. 82 13.80 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. 83 13.43.1 Applying One Coat Of Water Thinnable Cement Primer Of Approved Brand And Manufacture On Wall Surface:Water Thinnable Cement Primer 84 13.60.1 Wall Painting With Acrylic Emulsion Paint Of Approved Brand And Manufacture To Give An Even Shade:Two Or More Coats On New Work 85 13.47.1 Finishing Walls With Premium Acrylic Smooth Exterior Paint With Silicone Additives Of Required Shade:New Work (Two Or More Coats Applied @ 1.43 Ltr/ 10 Sqm Over And Including Priming Coat Of Exterior Primer Applied @ 2.20 Kg/ 10 Sqm) 86 13.85.1 Applying Priming Coats With Primer Of Approved Brand And Manufacture, Having Low Voc ( Volatile Organic Compound) Content.With Ready Mixed Pink Or Grey Primer On Wood Work (Hard And Soft Wood ) Having Voc Content Less Than 50 Grams/ Litre 87 13.61.1 Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture To Give An Even Shade:Two Or More Coats On New Work 88 10.28 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.) 89 Od135395/2025-2026 Supplying And Fixing Anganwadi/Library/Vignjaanwadi Name Board With Emblem Using Acrylic Sheet Base With Reflective Type Sticker As Per Required Shade And Color Etc Complete. Size Of Board 3.00Mx 0.60M 90 1)Plumbing Works -Ground Floor & First Floor 91 17.3.2 Providing And Fixing White Vitreous China Pedestal Type Water Closet Bend With Fittings & C.I. Brackets, 40 Mm Flush Bend, Overflow Arrangement With Specials Of Standard Make And Mosquito Proof Coupling Of Approved Municipal Design Complete, Including Painting Of Fittings And Brackets, Cutting And Making Good The Walls And Floors Wherever Required :W.C. Pan With Isi Marked Black Solid Plastic Seat And Lid 92 50.17.1.5 Supplying And Fixing Cp Health Faucet Superior Quality ( Jagur Or Equvalent Make ) Including Cost Of Materials And Labour Charges Etc Complete As Per The Direction Of Site Engineer-In-Charge. 93 17.7.2 Providing And Fixing Wash Basin With C.I. Brackets, 15 Mm C.P. Brass Pillar Taps, 32 Mm C.P. Brass Waste Of Standard Pattern, Including Painting Of Fittings And Brackets, Cutting And Making Good The Walls Wherever Require:White Vitreous China Wash Basin Size 630 X 450 Mm With A Single 15 Mm C.P. Brass Pillar Tap 94 17.9.1 Providing And Fixing Kitchen Sink With C. I Brackets, C.P. Brass Chain With Rubber Plug, 40 Mm C.P Brass Waste Complete, Including Painting The Fittings And Brackets, Cutting And Making Good The Walls Wherever Required:White Glazed Fire Clay Kitchen Sink Of Size 600X450X250 Mm 95 18.53.1 Providing And Fixing C.P. Brass Angle Valve For Basin Mixer And Geyser Points Of Approved Quality Conforming To Is: 893115 Mm Nominal Bore 96 18.32.1 Constructing Masonry Chamber 30X30X50 Cm Inside, In Brick Work In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) For Stop Cock, With C.I. Surface Box 100X100X75 Mm (Inside) With Hinged Cover Fixed In Cement Concrete Slab 1:2:4 Mix (1 Cement : 2 Coarse Sand: 4 Graded Stone Aggregate 20 Mm Nominal Size), I/C Necessary Excavation, Foundation Concrete 1:5:10 (1 Cement : 5 Fine Sand : 10 Graded Stone Aggregate 40 Mm Nominal Size) And Inside Plastering With Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) 12 Mm Thick, Finished With A Floating Coat Of Neat Cement Complete As Per Standard Design:With Common Burnt Clay F.P.S (Non Modular) Bricks Of Class Designation 7.5 97 17.73.2 Providing And Fixing Ptmt Towel Rail Complete With Brackets Fixed To Wooden Cleats With Cp Brass Screws With Concealed Fitting Arrangement Of Approved Quality And Colour600 Mm Long Towel Rail With Total Length Of 645 Mm, Width 78 Mm And Effective Height Of 88 Mm, Weighting Not Less Than 190 Gms 98 18.51.1 Providing And Fixing C.P. Brass Long Body Bib Cock Of Approved Quality Conforming To Is Standards And Weighing Not Less Than 690 Gms.15 Mm Nominal Bore 99 50.18.7.2.1 Providing And Fixing Pvc Pipes, Fittings Including Fixing The Pipe With Claps At 1.00 Metre Spacing. This Includes Jointing Of Pipes & Fittings With One Step Pvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Engineer-In-Charge 20 Mm Dia 12Kgf/Cm2 - Internal Work - Exposed On Wall 100 50.18.9.3.2 Providing And Fixing Pvc Pipes Includes Jointing Of Pipes With One Step Pvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineer In Charge. 25 Mm Dia 10Kgf/Cm2 101 50.18.7.6.1 Providing And Fixing Pvc Pipes, Fittings Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fittings With One Step Pvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Engineer-In-Charge 50 Mm Dia 10 Kfg/Cm - Internal Work- Exposed On Wall 102 50.18.9.7.1 Providing And Fixing Pvc Pipes Includings Of Pipes With One Step Pvc Solvent Cement, Trenching Refilling & Testing Of Joints Complete As Per Direction Of Engineer In Charge. 63 Mm Dia 6Kgf/Cm3 103 50.18.9.9.1 Providing And Fixing Pvc Pipes Includings Jointing Of Pipes With One Step Pvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineer In Charge.110 Mm Dia 6Kgf/Cm2 104 50.18.9.22.1 Providing And Fixing Pvc Moulded Fittings/ Accessories For Rigid Pvc Pipes, Including Jointing With Pvc Solvent Cement - 110 Mm Dia Elbow 105 50.18.9.22.2 Providing And Fixing Pvc Moulded Fittings / Accessories For Rigid Pvc Pipes, Including Jointing With Pvc Solvent Cement - 110 Mm Dia 45 Degree Elbow 106 50.18.9.22.4 Providing And Fixing Pvc Moulded Fittings/ Accessories For Rigid Pvc Pipes, Including Jointing With Pvc Solvent Cement- 110 Mm Dia Bend 107 50.18.9.22.5 Providing And Fixing Pvc Moulded Fittings/ Accessories For Rigid Pvc Pipes Including Jointing With Pvc Solvent Cement 110X110X110 Mm Dia Tee 108 50.18.9.22.7 Providing And Fixing Pvc Moulded Fittings/ Accessories For Rigid Pvc Pipes, Including Jointing With Pvc Solvent Cement - 110X110X75 Mm Dia Door Tee 109 18.58.2.1 Providing And Fixing Ptmt Grating Of Approved Quality And Colour. Rectangular Type With Openable Circular Lid150 Mm Nominal Size Square 100 Mm Diameter Of The Inner Hinged Round Grating 110 51.19.St4 Supplying And Installing Ready Made Pvc Septic Tank Including The Cost Of Carriage, Trenching, Placing At The Level Below Ground Level As Specified As Per The Direction Of Engineer In Charge (Provision For Cc/Rcc/Sand/06Mm Aggregate For The Preparation Of Bed Shall Be Paid Separately) 4. 35 To 50 Flush Capacity 111 18.48 Providing And Placing On Terrace (At All Floor Levels) Polyethylene Water Storage Tank :Isi 12701 Marked, With Cover And Suitable Locking Arrangement And Making Necessary Holes For Inlet, Outlet And Overflow Pipes But Without Fittings And The Base Support For Tank. 112 Od141980/2025-2026 Providing 25Mm/32Mm (3/4 Inch/1 Inch) Public Building Connection With 20Mm (3/4 Inch) Water Meter From Existing Ci Mains Up To 125 Mm Dia., Up To A Length Of 5 M Using 25Mm Indian Standard Class 6 Upvc Pipe And Upvc / Gm / Brass Specials Viz. Brass Ferrule, Gm Full Way Wheel Valve, Elbow, Mta, Fta, Couplers Etc. And Connecting With The Mains, Testing The Joints Etc. Complete Including Trenching And Refilling In All Kinds Of Soil Up To A Depth Of 1.50M For Main Line Tracing And Trench Of Average Cross Section 0.3M X 0.75M For Laying Connection Pipe And Service Pipe, Fixing Water Meter, Lighting, Watching, Providing Caution Boards, Traffic Control Etc. Complete Including Cost Of Materials, Hire For Tools, Cost Of Consumables And Labour Charges , Cost Of Water Meter And Meter Box, Deposit Charges Of Kwa And Including Charges For Cutting The Concrete / Tarred / Bituminous Roads Etc, If Necessary And As Per The Direction Of The Engineer-In-Charge. 113 1)Electrical Works -Ground Floor & First Floor 114 1.10.3 Wiring For Light Point/ Fan Point/ Exhaust Fan Point/ Call Bell Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Medium Class Pvc Conduit, With Modular Switch, Modular Plate, Suitable Gi Box And Earthing The Point With 1.5 Sq.Mm. Frls Pvc Insulated Copper Conductor Single Core Cable Etc As Required.Group C 115 1.14.2 Wiring For Circuit/ Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor, Single Core Cable In Surface / Recessed Medium Class Pvc Conduit As Required2X 2.5 Sq. Mm + 1 X 2.5 Sq. Mm Earth Wire 116 1.23.4 Supplying And Fixing Following Piano Type Switch / Socket On The Existing Switch Box/ Cover Including Connections Etc. As Required.3 Pin 5/6 Amp Socket Outlet 117 1.24.3 Supplying And Fixing Following Modular Switch/ Socket On The Existing Modular Plate & Switch Box Including Connections But Excluding Modular Plate Etc. As Required.15/16 Amp Switch 118 1.24.5 Supplying And Fixing Following Modular Switch/ Socket On The Existing Modular Plate & Switch Box Including Connections But Excluding Modular Plate Etc. As Required.6 Pin 15/16 Amp Socket Outlet 119 1.12 Wiring For Light/ Power Plug With 2X4 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface/ Recessed Medium Class Pvc Conduit Along With 1 No 4 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable For Loop Earthing As Required. 120 2.3.3 Supplying And Fixing Following Way, Single Pole And Neutral, Sheet Steel, Mcb Distribution Board, 240 Volts, On Surface/ Recess, Complete With Tinned Copper Bus Bar, Neutral Bus Bar, Earth Bar, Din Bar, Interconnections, Powder Painted Including Earthing Etc. As Required. (But Without Mcb/Rccb/Isolator) 12 Way, Double Door 121 1.25 Supplying And Fixing Two Module Stepped Type Electronic Fan Regulator On The Existing Modular Plate Switch Box Including Connections But Excluding Modular Plate Etc. As Required. 122 5.4 Earthing With G.I. Earth Plate 600 Mm X 600 Mm X 6 Mm Thick Including Accessories, And Providing Masonry Enclosure With Cover Plate Having Locking Arrangement And Watering Pipe Of 2.7 Metre Long Etc. With Charcoal/ Coke And Salt As Required. 123 5.19 Providing And Fixing 4.00 Mm Dia Copper Wire On Surface Or In Recess For Loop Earthing Along With Existing Surface/ Recessed Conduit/ Submain Wiring/ Cable As Required. 124 1.27.2 Supplying And Fixing Following Size/ Modules, Gi Box Alongwith Modular Base & Cover Plate For Modular Switches In Recess Etc As Required.3 Module (100Mmx75Mm) 125 2.14.2 Supplying And Fixing Following Rating, Double Pole, (Single Phase And Neutral),240 Volts, Residual Current Circuit Breaker (Rccb), Having A Sensitivity Current 30 Milli Amperes In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required. 40 Amps 126 2.10.1 Supplying And Fixing 5A To 32 A Rating, 240/415 Volts, 10 Ka, \\C\\ Curve, Miniature Circuit Breaker Suitable For Inductive Load Of Following Poles In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required. Single Pole 127 1.14.1 Wiring For Circuit/ Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor, Single Core Cable In Surface / Recessed Medium Class Pvc Conduit As Required2X1.5 Sq.Mm + 1X1.5 Sq.Mm Earth Wire 128 2.12.1 Supplying And Fixing Following Rating, Double Pole, 240 Volts, Isolator In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required.40 Amps 129 Od123876/2025-2026 Supplying And Fixing Following 32 Amps Modular Dp Switch And Other Accessories Etc Complete 130 Od123878/2025-2026 Supplying And Fixing 14 W Led Connect With Bulk Head Fixing And Other Accessories 131 Od123874/2025-2026 Supply And Fixing Angle Batten With 7/9 Watts Led And Other Accessories 132 Od123877/2025-2026 Supply And Fixing Angle Batten With 14/15 Watts Led And Other Accessories 133 Od123872/2025-2026 Supplying And Fixing 20W Led Tube Set (Approved Brands) And Other Accessories 134 90.4.5.4 Supply, Installation, Testing And Commissioning Of Ceiling Fan Of Following Sizes Including Wiring The Down Rods Of Standard Length (Up To 30 Cm) With 1.5 Sq. Mm Frls Pvc Insulated, Copper Conductor, Single Core Cable Etc. As Required. 1200Mm Sweep - Ceiling Fan Complete With Service Value Minimum 4.0(Cub Meter/Minute/Watt), Air Delivery Minimum 210(Cubic Meter/Minute), Copper Winding Suitable For 230V/240V Single Phase Ac Supply 135 Od123875/2025-2026 Supplying, Installing, Testing And Commissioning Of Wall Mounted Single Phase 2 Wire Energy Meter With Meter Box Poly Carbonate Body Having Range Of 32 Amp With Enclosure Made Out Of Powder Coated 16 Swg Sheet Suitable For Fixing In Surface/ Recess With Fuse Unit 32 Amp With Neutral Link, Its Interconnection Etc. The Enclosure Shall Have Lockable Door With Glass Window And All Mounting Accessories Etc. Complete As Required Including Kseb Charges 136 2)Childrens Play Equipments 137 Od135736/2025-2026 Supply And Fixing ChildrenS Play Equipment Circular See-Saw Including Cost Of All Materials And Labour Charges Etc Complete. 138 Od135738/2025-2026 Supplying And Fixing ChildrenS Play Equipment Step With Slide Including Cost Of All Materials And Labour Charges, Etc. 139 3)Community Hall-Renovation-Civil Works 140 15.28.1 Dismantling Roofing Including Ridges, Hips, Velleys And Gutters Etc., And Stacking The Material Within 50 Metres Lead Of :G.S. Sheet 141 15.19 Dismantling Steel Work Manually / By Mechanical Means In Built Up Sections Without Dismembering And Stacking Within 50 Metres Lead As Per Directions Of Engineer -In- Charge. 142 15.2.2 Demolishing Cement Concrete Manually / By Mechanical Means Including Disposal Of Material Within 50 Metres Lead As Per Direction Of Engineer - In-Charge.Nominal Concrete 1:4:8 Or Leaner Mix ( Including Equivalent Design Mix) 143 13.33.1 Pointing On Stone Work With Cement Mortar 1:3 ( 1 Cement : 3 Fine Sand):Flush/ Ruled Pointing 144 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 :3 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources) 145 11.41.2 Providing And Laying Vitrified Floor Tiles In Different Sizes (Thickness To Be Specified By The Manufacturer) With Water Absorption Less Than 0.08% And Conforming To Is : 15622, Of Approved Make, In All Colours And Shades, Laid On 20 Mm Thick Cement Mortar 1:4(1 Cement : 4 Coarse Sand), Including Grouting The Joints With White Cement And Matching Pigments Etc., Complete.Size Of Tile 600 X 600 Mm. 146 13.1.1 12 Mm Cement Plaster Of Mix:1:4 ( 1 Cement : 4 Fine Sand) 147 13.91 Removing Dry Or Oil Bound Distemper, Water Proofing Cement Paint And The Like By Scrapping, Sand Papering And Preparing The Surface Smooth Including Necessary Repairs To Scratches Etc. Complete 148 13.43.1 Applying One Coat Of Water Thinnable Cement Primer Of Approved Brand And Manufacture On Wall Surface:Water Thinnable Cement Primer 149 13.60.1 Wall Painting With Acrylic Emulsion Paint Of Approved Brand And Manufacture To Give An Even Shade:Two Or More Coats On New Work 150 13.47.1 Finishing Walls With Premium Acrylic Smooth Exterior Paint With Silicone Additives Of Required Shade:New Work (Two Or More Coats Applied @ 1.43 Ltr/ 10 Sqm Over And Including Priming Coat Of Exterior Primer Applied @ 2.20 Kg/ 10 Sqm) 151 13.88 Removing White Or Colour Wash By Scrapping And Sand Papering And Preparing The Surface Smooth Including Necessary Repairs To Scratches Etc. Complete. 152 13.85.1 Applying Priming Coats With Primer Of Approved Brand And Manufacture, Having Low Voc ( Volatile Organic Compound) Content.With Ready Mixed Pink Or Grey Primer On Wood Work (Hard And Soft Wood ) Having Voc Content Less Than 50 Grams/ Litre 153 13.99.1 Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture Of Required Colour To Give An Even Shade :One Or More Coats On Old Work 154 50.10.1 Steel Work In Built Up G I Tubular ( Round, Square Or Rectangular Hollow Tubes Etc.) Trusses Etc., Including Cutting, Hoisting,Fixing In Position And Applying A Priming Coat Of Approved Steel Primer, Including Welding And Bolted With Special Shaped Washers Etc. Complete 155 50.10.2 Steel Work For Purlin/Single Section With G I Pipes Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer, Including Welding And Bolted With Special Shaped Washers Etc. Complete 156 12.50 Providing And Fixing Precoated Galvanised Iron Profile Sheets (Size, Shape And Pitch Of Cost Index (Place) : Kollam, Gst : 18% Printed On 2026-03-17 13:56:12.13 20 Thickness With Zinc Coating 120 Grams Per Sqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns. Sheet Should Have Protective Guard Film Of 25 Microns Minimum To Avoid Scratches During Transportation And Should Be Supplied In Single Length Upto 12 Metre Or As Desired By Engineer-In-Charge. The Sheet Shall Be Fixed Using Self Drilling/Self Tapping Screws Of Size (5.5X55Mm) With Epdm Seal, Complete Upto Any Pitch In Horizontal/ Vertical Or Curved Surfaces, Excluding The Cost Of Purlins, Rafters And Trusses And Including Cutting To Size And Shape Wherever Required. 157 12.51.1 Providing And Fixing Precoated Galvanised Steel Sheet Roofing Accessories 0.50 Mm (+0.05 %) Total Coated Thickness, Zinc Coating 120 Grams Per Sqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns Using Self Drilling/ Self Tapping Screwscomplete :Ridges Plain (500-600 Mm)
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 2
20.
Public Administrative Department #11300259 AOC
Tender For Annual Plan-Karimanoor Gp 2025 - 2026-Maintenance Of Various Waiting Shed( Pro. No:166/26)-General Civil Work - Maintenance of waiting shed 2 11.41A.2.2: Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer)with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand)jointing with grey cement slurry @3.3 kg/sqm including grouting thejoints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only .Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.Glazed vitrified floor tiles polished finish of sizeSize of Tile600 x 1200 mm 3 OD168233/2025-2026: Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.35 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side. of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length up to 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete up to any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 4 OD168421/2025-2026:Plain G I ridge capping 225 mm flaps with 0.35 mm thick/ nearest available size SS screws including plain washers and bitumen washers etc complete. 5 50.10.1:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete 6 50.10.2:Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete 7 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 8 50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete 9 13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand). 10 13.98.1:Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade:One or more coats on old work 11 13.53.1:Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to given an even shade:New work (two or more coats) including coat of approved steel primer but excluding a coat of mordant solution. 12 13.71:Lettering with black Japan pint of approved brand and manufacture
Contract Date: Jun 16, 2026 Contract Value : 1.26 Lakh
Government Departments No of Bidders 2
21.
Public Administrative Department #11300148 AOC
Tender For Construction Of Inspection Banglow, Guest House, Boundary Wall & Garage Near Suklai Head Works Under Extension, Renovation And Modernization Of (Erm), Sukla Irrigation Project Under Pmksy-Aibp For The Year 2021-22. , Construction Of Inspection Banglow, Guest House (Ground Floor). Earth Work : 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, Lift Upto 1.5 M, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M. All Kinds Of Soil. , Excavating, Supplying And Filling Of Local Earth (Including Royalty) By Mechanical Transport Upto A Lead Of 5Km Also Including Ramming And Watering Of The Earth In Layers Not Exceeding 20 Cm In Trenches, Plinth, Sides Of Foundation Etc. Complete. , Steel Work : Steel Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level. Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More , Steel Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Above Plinth Level. Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More , Cement Concrete Work : Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level : 1:2:4 (1 Cement : 2 Coarse Sand (Zone-Iii) Derived From Natural Sources : 4 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources) , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level : 1:2:4 (1 Cement : 2 Coarse Sand (Zone-Iii) Derived From Natural Sources : 4 Graded Stone Aggregate 40 Mm Nominal Size Derived From Natural Sources , 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 De Rived From Natural Sources) , 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 Up To Floor Five Level, Excluding Cost Of Centering, Shuttering, Finishing And Reinforcement : And Struts Etc. Above Plinth Level Up To 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) , 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). , Providing And Laying Damp-Proof Course 40Mm Thick With Cement Concrete 1:2:4 (1 Cement : 2 Coarse Sand (Zone-Iii) Derived From Natural Sources : 4 Graded Stone Aggregate 12.5Mm Nominal Size Derived From Natural Sources) , Shuttering & Formwork : Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete , Lintels, Beams, Plinth Beams, Girders, Bressumers And Cantilevers , Columns, Pillars, Piers, Abutments, Posts And Struts , Suspended Floors, Roofs, Landings, Balconies And Access Platform , Stairs, (Excluding Landings) Except Spiral-Staircases , Pre Construction Anti - Termite Treatment : Diluting And Injecting Chemical Emulsion For Post-Constructional Anti-Termite Treatment (Excluding The Cost Of Chemical Emulsion) : Treatment Of Soil Under Existing Floors Using Chemical Emulsion @ One Litre Per Hole, 300 Mm Apart Including Drilling 12 Mm Diameter Holes And Plugging With Cement Mortar 1 :2 (1 Cement : 2 Coarse Sand) To Match The Existing Floor: With Chlorpyriphos/Lindane E.C. 20% With 1% Concentration , Brick Work : Dry Brick Pitching Half Brick Thick In Drains Including Supply Of Bricks And Preparing The Surface Complete : With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 , Brick Work With Common Burnt Clay Modular Bricks Of Class Designation 7.5 In Foundation And Plinth In: Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) , Half Brick Masonry 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. Cement Mortar 1:4 (1 Cement :4 Coarse Sand) , Wood Work : Providing Wood Work In Frames Of Doors, Windows, Clerestory Windows And Other Frames, Wrought Framed And Fixed In Position With Hold Fast Lugs Or With Dash Fasteners Of Required Dia & Length (Hold Fast Lugs Or Dash Fastener Shall Be Paid For Separately). Sal Wood , Providing And Fixing Panelled Or Panelled And Glazed Shutters For Doors, Windows And Clerestory Windows, Fixing With Butt Hinges Of Required Size With Necessary Screws, Excluding Panelling Which Will Be Paid For Separately, All Complete As Per Direction Of Engineer-In-Charge. (Note:- Butt Hinges And Necessary Screws Shall Be Paid Separately) Second Class Teak Wood 35 Mm Thick Shutters , Pvc Door Frame : Providing And Fixing Factory Made Pvc Door Frame Made Of Pvc Extruded Sections Of Size 75 Mm X 53 Mm, Having Wall Thickness 2.0 Mm (± 0.2 Mm). Both Verticalssides Of The Frame Reinforced With Pvc Profile Of Cross Section Size 28 Mm X 30 Mm X 2 Mm Thickness (± 0.2 Mm) And 75 Mm X 200 Mm Long, Including Reinforcing Both Ends Of The Top Frame With Pvc Profile. Pvc Door Frame And Pvc Reinforcement Profile To Be Mitred Cut, Jointed And Fusion Welded Together, Including Providing And Fixing 3 Nos Of 125 Mm Long Stainless Steel Hinges To Frame, Fixing The Frame With Jamb With Required Nos & Sizes Of Anchor Dash Fastener, All Complete As Per Manufacturers Specification And Direction Of Engineerin-Charge. , Providing And Fixing 37 Mm Thick Factory Made Pvc Door Shutter, Styles And Rails Made Of Pvc Hollow Section Of Size 100 Mm X 37 Mm With Wall Thickness 2 Mm (± 0.2 Mm), With Inbuilt Bead On One Side, Styles And Rails Mitered Cut And Joint At The Corners By Means Of 2 Nos Of Plastic Brackets Of Size 75 Mm X 220 Mm At Each Corner And Stainless Steel Screws, Reinforcing The Hinge Side Of Tyle By Inserting Pvc Profile Of Size 28 Mm X 30 Mm, With Wall Thickness 2 Mm ( ± 0.2 Mm). Lockrail Of Size 100 Mm X 37 Mm, Wall Thickness 2 Mm (+ 0.2 Mm) Will Be Fixed To The Vertical Styles. Providing With Pvc Snapfit Beads And Panel Of Size 100 Mm X 20 Mm, And Inserting 2 Nos Tie Bar Of 6 Mm Dia And Fastening With Nuts And Washers Complete, All As Per Manufacturers Specification And Direction Of Engineer-In-Charge. , 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. , Providing And Fixing Aluminium Work For Doors, Windows, Ventilators And Partitions With Extruded Built Up Standard Tubular Sections/ Appropriate Z Sections And Other Sections Of Approved Make Conforming To Is: 733 And Is: 1285, Fixing With Dash Fasteners Of Required Dia And Size, Including Necessary Filling Up The Gaps At Junctions, I.E. At Top, Bottom And Sides With Required Epdm Rubber/ Neoprene Gasket Etc. Aluminium Sections Shall Be Smooth, Rust Free, Straight, Mitred And Jointed Mechanically Wherever Required Including Cleat Angle, Aluminium Snap Beading For Glazing / Paneling, C.P. Brass / Stainless Steel Screws, All Complete As Per Architectural Drawings And The Directions Of Engineer-In-Charge. (Glazing, Paneling And Dash Fasteners To Be Paid For Separately) : For Fixed Portion Less Than 12.50 Kg/Sqm) Anodised Aluminium (Anodised Transparent Or Dyed To Required Shade According To Is: 1868, Minimum Anodic Coating Of Grade Ac 15) , For Shutters Of Doors, Windows & Ventilators Including Providing And Fixing Hinges/ Pivots And Making Provision For Fixing Of Fittings Wherever Required Including The Cost Of Epdm Rubber / Neoprene Gasket Required (Fittings Shall Be Paid For Separately) Powder Coated Aluminium (Minimum Thickness Of Powder Coating 50 Micron) , Providing And Fixing Glazing In Aluminium Door, Window, Ventilator Shutters And Partitions Etc. With Epdm Rubber / Neoprene Gasket Etc. Complete As Per The Architectural Drawings And The Directions Of Engineer-In-Charge . (Cost Of Aluminium Snap Beading Shall Be Paid In Basic Item): With Float Glass Panes Of 5 Mm Thickness (Weight Not Less Than 12.50 Kg/Sqm) , Tiles Works : Providing And Laying Vitrified Floor Tiles In Different Sizes (Thickness To Be Specified By The Manufacturer) With Water Absorption Less Than 0.08% And Conforming To Is: 15622, Of Approved Make, In All Colours And Shades, Laid On 20Mm Thick Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), Jointing With Grey Cement Slurry @ 3.3 Kg/ Sqm Including Grouting The Joints With White Cement And Matching Pigments Etc., Complete. Size Of Tile 600X600 Mm , Providing And Laying Vitrified Tiles In Different Sizes (Thickness To Be Specified By Manufacturer), With Water Absorption Less Than 0.08 % And Conforming To I.S. 15622, Of Approved Make, In All Colours & Shade, In Skirting, Riser Of Steps, Over 12 Mm Thick Bed Of Cement Mortar 1:3 (1 Cement: 3 Coarse Sand), Jointing With Grey Cement Slurry @ 3.3 Kg/ Sqm Including Grouting The Joint With White Cement & Matching Pigments Etc. Complete. Size Of Tile 600X600 Mm , Providing And Fixing M.S. Grills Of Required Pattern In Frames Of Windows Etc. With M.S. Flats, Square Or Round Bars Etc. Including Priming Coat With Approved Steel Primer All Complete. Fixed To Steel Windows By Welding. , 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.) , Plastering Works : 12 Mm Cement Plaster On The Rough Side Of Single Or Half Brick Wall Of Mix : 1:4 (1 Cement: 4 Fine Sand) , 15 Mm Cement Plaster On The Rough Side Of Single Or Half Brick Wall Of Mix : 1:4 (1 Cement: 4 Fine Sand) , 20 Mm Cement Plaster Of Mix : 1:4 (1 Cement: 4 Fine Sand) , Plinth Protection : Making Plinth Protection 50Mm Thick Of Cement Concrete 1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size) Over 75Mm Thick Bed Of Dry Brick Ballast 40 Mm Nominal Size, Well Rammed And Consolidated And Grouted With Fine Sand, Including Necessary Excavation Leveling And Dressing And Finishing The Top Smooth. , Painting : With Ready Mixed Pink Or Grey Primer Of Approved Brand And Manufacture On Wood Work (Hard And Soft Wood , Painting Wood Work With Deluxe Multi Surface Paint Of Required Shade. Two Or More Coat Applied @ 0.90 Ltr/10 Sqm Over An Under Coat Of Primer Applied @0.75 Ltr/10 Sqm Of Approved Brand And Manufacture , With Ready Mixed Red Oxide Zinc Chromate Primer Of Approved Brand And Manufacture On Steel Galvanised Iron/ Steel Works , Painting Steel Work With Deluxe Multi Surface Paint To Give An Even Shade. Two Or More Coat Applied @ 0.90 Ltr/ 10 Sqm Over An Under Coat Of Primer Applied @ 0.80 Ltr/ 10 Sqm Of Approved Brand And Manufacture , Providing And Applying Plaster Of Paris Putty Of 2 Mm Thickness Over Plastered Surface To Prepare The Surface Even And Smooth Complete. , Applying One Coat Of Water Thinnable Cement Primer Of Approved Brand And Manufacture On Wall Surface : Water Thinnable Cement Primer , 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 Additives. New Work (Two Or More Coats Applied @ 1.43 Litre/ 10 Sqm. Over And Including Priming Coat Of Exterior Primer Applied @ 0.90 Litre/10 Sqm. , Door Window Fittings : Providing And Fixing Aluminium Sliding Door Bolts, Isi Marked Anodised (Anodic Coating Not Less Than Grade Ac 10 As Per Is : 1868), Transparent Or Dyed To Required Colour Or Shade, With Nuts And Screws Etc. Complete : 300Mm X 16Mm , Providing And Fixing Aluminium Tower Bolts, Isi Marked, Anodised (Anodic Coating Not Less Than Grade Ac 10 As Per Is : 1868 ) Transparent Or Dyed To Required Colour Or Shade, With Necessary Screws Etc. Complete : 300Mm X 10Mm , Providing And Fixing Aluminium Handles, Isi Marked, Anodised (Anodic Coating Not Less Than Grade Ac 10 As Per Is : 1868) Transparent Or Dyed To Required Colour Or Shade, With Necessary Screws Etc. Complete : 125Mm , Providing And Fixing Ptmt Butt Hinges With Necessary Screws Etc. Complete. 75X60x10 Mm Fitted With 5.5 Mm Dia M.S. Bright Bar Rod Weighing Not Less Than 34 Gms , Construction Of Inspection Banglow Cum Guest House (First Floor). Steel Work : Steel Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Above Plinth Level. Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More , Cement Concrete Work : 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 Up To 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) , 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). , Shuttering & Formwork : Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Lintels, Beams, Plinth Beams, Girders, Bressumers And Cantilevers , Columns, Pillars, Piers, Abutments, Posts And Struts , Suspended Floors, Roofs, Landings, Balconies And Access Platform , Stairs, (Excluding Landings) Except Spiral-Staircases , Brick Work : Half Brick Masonry 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. Cement Mortar 1:4 (1 Cement :4 Coarse Sand) , Wood Work : Providing Wood Work In Frames Of Doors, Windows, Clerestory Windows And Other Frames, Wrought Framed And Fixed In Position With Hold Fast Lugs Or With Dash Fasteners Of Required Dia & Length (Hold Fast Lugs Or Dash Fastener Shall Be Paid For Separately). Sal Wood , Providing And Fixing Panelled Or Panelled And Glazed Shutters For Doors, Windows And Clerestory Windows, Fixing With Butt Hinges Of Required Size With Necessary Screws, Excluding Panelling Which Will Be Paid For Separately, All Complete As Per Direction Of Engineer-In-Charge. (Note:- Butt Hinges And Necessary Screws Shall Be Paid Separately) Second Class Teak Wood 35 Mm Thick Shutters , Pvc Door Frame : Providing And Fixing Factory Made Pvc Door Frame Made Of Pvc Extruded Sections Of Size 75 Mm X 53 Mm, Having Wall Thickness 2.0 Mm (± 0.2 Mm). Both Verticalssides Of The Frame Reinforced With Pvc Profile Of Cross Section Size 28 Mm X 30 Mm X 2 Mm Thickness (± 0.2 Mm) And 75 Mm X 200 Mm Long, Including Reinforcing Both Ends Of The Top Frame With Pvc Profile. Pvc Door Frame And Pvc Reinforcement Profile To Be Mitred Cut, Jointed And Fusion Welded Together, Including Providing And Fixing 3 Nos Of 125 Mm Long Stainless Steel Hinges To Frame, Fixing The Frame With Jamb With Required Nos & Sizes Of Anchor Dash Fastener, All Complete As Per Manufacturers Specification And Direction Of Engineerin-Charge. , Providing And Fixing 37 Mm Thick Factory Made Pvc Door Shutter, Styles And Rails Made Of Pvc Hollow Section Of Size 100 Mm X 37 Mm With Wall Thickness 2 Mm (± 0.2 Mm), With Inbuilt Bead On One Side, Styles And Rails Mitered Cut And Joint At The Corners By Means Of 2 Nos Of Plastic Brackets Of Size 75 Mm X 220 Mm At Each Corner And Stainless Steel Screws, Reinforcing The Hinge Side Of Tyle By Inserting Pvc Profile Of Size 28 Mm X 30 Mm, With Wall Thickness 2 Mm ( ± 0.2 Mm). Lockrail Of Size 100 Mm X 37 Mm, Wall Thickness 2 Mm (+ 0.2 Mm) Will Be Fixed To The Vertical Styles. Providing With Pvc Snapfit Beads And Panel Of Size 100 Mm X 20 Mm, And Inserting 2 Nos Tie Bar Of 6 Mm Dia And Fastening With Nuts And Washers Complete, All As Per Manufacturers Specification And Direction Of Engineer-In-Charge. , Providing And Fixing Aluminium Work For Doors, Windows, Ventilators And Partitions With Extruded Built Up Standard Tubular Sections/ Appropriate Z Sections And Other Sections Of Approved Make Conforming To Is: 733 And Is: 1285, Fixing With Dash Fasteners Of Required Dia And Size, Including Necessary Filling Up The Gaps At Junctions, I.E. At Top, Bottom And Sides With Required Epdm Rubber/ Neoprene Gasket Etc. Aluminium Sections Shall Be Smooth, Rust Free, Straight, Mitred And Jointed Mechanically Wherever Required Including Cleat Angle, Aluminium Snap Beading For Glazing / Paneling, C.P. Brass / Stainless Steel Screws, All Complete As Per Architectural Drawings And The Directions Of Engineer-In-Charge. (Glazing, Paneling And Dash Fasteners To Be Paid For Separately) : Rust Free, Straight, Mitred And Jointed Mechanically Wherever Required Including Cleat Angle, Aluminium Snap Beading For Glazing / Paneling, C.P. Brass / Stainless Steel Screws, All Complete As Per Architectural Drawings And The Directions Of Engineer-In-Charge. (Glazing, Paneling And Dash Fasteners To Be Paid For Separately) : For Fixed Portion Less Than 12.50 Kg/Sqm) Anodised Aluminium (Anodised Transparent Or Dyed To Required Shade According To Is: 1868, Minimum Anodic Coating Of Grade Ac 15) , For Shutters Of Doors, Windows & Ventilators Including Providing And Fixing Hinges/ Pivots And Making Provision For Fixing Of Fittings Wherever Required Including The Cost Of Epdm Rubber / Neoprene Gasket Required (Fittings Shall Be Paid For Separately) Powder Coated Aluminium (Minimum Thickness Of Powder Coating 50 Micron) , Providing And Fixing Glazing In Aluminium Door, Window, Ventilator Shutters And Partitions Etc. With Epdm Rubber / Neoprene Gasket Etc. Complete As Per The Architectural Drawings And The Directions Of Engineer-In-Charge . (Cost Of Aluminium Snap Beading Shall Be Paid In Basic Item): With Float Glass Panes Of 5 Mm Thickness (Weight Not Less Than 12.50 Kg/Sqm) , Tiles Works : Providing And Laying Vitrified Floor Tiles In Different Sizes (Thickness To Be Specified By The Manufacturer) With Water Absorption Less Than 0.08% And Conforming To Is: 15622, Of Approved Make, In All Colours And Shades, Laid On 20Mm Thick Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), Jointing With Grey Cement Slurry @ 3.3 Kg/ Sqm Including Grouting The Joints With White Cement And Matching Pigments Etc., Complete. Size Of Tile 600X600 Mm , Providing And Laying Vitrified Tiles In Different Sizes (Thickness To Be Specified By Manufacturer), With Water Absorption Less Than 0.08 % And Conforming To I.S. 15622, Of Approved Make, In All Colours & Shade, In Skirting, Riser Of Steps, Over 12 Mm Thick Bed Of Cement Mortar 1:3 (1 Cement: 3 Coarse Sand), Jointing With Grey Cement Slurry @ 3.3 Kg/ Sqm Including Grouting The Joint With White Cement & Matching Pigments Etc. Complete. Size Of Tile 600X600 Mm , Providing And Fixing M.S. Grills Of Required Pattern In Frames Of Windows Etc. With M.S. Flats, Square Or Round Bars Etc. Including Priming Coat With Approved Steel Primer All Complete. Fixed To Steel Windows By Welding. , 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.) , Plastering Works : 12 Mm Cement Plaster On The Rough Side Of Single Or Half Brick Wall Of Mix : 1:4 (1 Cement: 4 Fine Sand) , 15 Mm Cement Plaster On The Rough Side Of Single Or Half Brick Wall Of Mix : 1:4 (1 Cement: 4 Fine Sand) , 20 Mm Cement Plaster Of Mix : 1:4 (1 Cement: 4 Fine Sand) , Painting : With Ready Mixed Pink Or Grey Primer Of Approved Brand And Manufacture On Wood Work (Hard And Soft Wood , Painting Wood Work With Deluxe Multi Surface Paint Of Required Shade. Two Or More Coat Applied @ 0.90 Ltr/10 Sqm Over An Under Coat Of Primer Applied @0.75 Ltr/10 Sqm Of Approved Brand And Manufacture , With Ready Mixed Red Oxide Zinc Chromate Primer Of Approved Brand And Manufacture On Steel Galvanised Iron/ Steel Works , Painting Steel Work With Deluxe Multi Surface Paint To Give An Even Shade. Two Or More Coat Applied @ 0.90 Ltr/ 10 Sqm Over An Under Coat Of Primer Applied @ 0.80 Ltr/ 10 Sqm Of Approved Brand And Manufacture , Providing And Applying Plaster Of Paris Putty Of 2 Mm Thickness Over Plastered Surface To Prepare The Surface Even And Smooth Complete. , Applying One Coat Of Water Thinnable Cement Primer Of Approved Brand And Manufacture On Wall Surface : Water Thinnable Cement Primer , 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 Additives. New Work (Two Or More Coats Applied @ 1.43 Litre/ 10 Sqm. Over And Including Priming Coat Of Exterior Primer Applied @ 0.90 Litre/10 Sqm. , Door Window Fittings : Providing And Fixing Aluminium Sliding Door Bolts, Isi Marked Anodised (Anodic Coating Not Less Than Grade Ac 10 As Per Is : 1868), Transparent Or Dyed To Required Colour Or Shade, With Nuts And Screws Etc. Complete : 300Mm X 16Mm , Providing And Fixing Aluminium Tower Bolts, Isi Marked, Anodised (Anodic Coating Not Less Than Grade Ac 10 As Per Is : 1868 ) Transparent Or Dyed To Required Colour Or Shade, With Necessary Screws Etc. Complete : 300Mm X 10Mm , Providing And Fixing Aluminium Handles, Isi Marked, Anodised (Anodic Coating Not Less Than Grade Ac 10 As Per Is : 1868) Transparent Or Dyed To Required Colour Or Shade, With Necessary Screws Etc. Complete : 125Mm , Providing And Fixing Ptmt Butt Hinges With Necessary Screws Etc. Complete. 75X60x10 Mm Fitted With 5.5 Mm Dia M.S. Bright Bar Rod Weighing Not Less Than 34 Gms , Construction Of Inspection Banglow, Guest House (Second Floor). Steel Work : Steel Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Above Plinth Level. Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More , Cement Concrete Work : 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 Up To 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) , 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). , Shuttering & Formwork : Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Lintels, Beams, Plinth Beams, Girders, Bressumers And Cantilevers , Columns, Pillars, Piers, Abutments, Posts And Struts , Suspended Floors, Roofs, Landings, Balconies And Access Platform , Stairs, (Excluding Landings) Except Spiral-Staircases , Brick Work : Half Brick Masonry 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. Cement Mortar 1:4 (1 Cement :4 Coarse Sand) , Wood Work : Providing Wood Work In Frames Of Doors, Windows, Clerestory Windows And Other Frames, Wrought Framed And Fixed In Position With Hold Fast Lugs Or With Dash Fasteners Of Required Dia & Length (Hold Fast Lugs Or Dash Fastener Shall Be Paid For Separately). Sal Wood , Providing And Fixing Panelled Or Panelled And Glazed Shutters For Doors, Windows And Clerestory Windows, Fixing With Butt Hinges Of Required Size With Necessary Screws, Excluding Panelling Which Will Be Paid For Separately, All Complete As Per Direction Of Engineer-In-Charge. (Note:- Butt Hinges And Necessary Screws Shall Be Paid Separately) Second Class Teak Wood 35 Mm Thick Shutters , Pvc Door Frame : Providing And Fixing Factory Made Pvc Door Frame Made Of Pvc Extruded Sections Of Size 75 Mm X 53 Mm, Having Wall Thickness 2.0 Mm (± 0.2 Mm). Both Verticalssides Of The Frame Reinforced With Pvc Profile Of Cross Section Size 28 Mm X 30 Mm X 2 Mm Thickness (± 0.2 Mm) And 75 Mm X 200 Mm Long, Including Reinforcing Both Ends Of The Top Frame With Pvc Profile. Pvc Door Frame And Pvc Reinforcement Profile To Be Mitred Cut, Jointed And Fusion Welded Together, Including Providing And Fixing 3 Nos Of 125 Mm Long Stainless Steel Hinges To Frame, Fixing The Frame With Jamb With Required Nos & Sizes Of Anchor Dash Fastener, All Complete As Per Manufacturers Specification And Direction Of Engineerin-Charge. , Providing And Fixing 37 Mm Thick Factory Made Pvc Door Shutter, Styles And Rails Made Of Pvc Hollow Section Of Size 100 Mm X 37 Mm With Wall Thickness 2 Mm (± 0.2 Mm), With Inbuilt Bead On One Side, Styles And Rails Mitered Cut And Joint At The Corners By Means Of 2 Nos Of Plastic Brackets Of Size 75 Mm X 220 Mm At Each Corner And Stainless Steel Screws, Reinforcing The Hinge Side Of Tyle By Inserting Pvc Profile Of Size 28 Mm X 30 Mm, With Wall Thickness 2 Mm ( ± 0.2 Mm). Lockrail Of Size 100 Mm X 37 Mm, Wall Thickness 2 Mm (+ 0.2 Mm) Will Be Fixed To The Vertical Styles. Providing With Pvc Snapfit Beads And Panel Of Size 100 Mm X 20 Mm, And Inserting 2 Nos Tie Bar Of 6 Mm Dia And Fastening With Nuts And Washers Complete, All As Per Manufacturers Specification And Direction Of Engineer-In-Charge. , Providing And Fixing Aluminium Work For Doors, Windows, Ventilators And Partitions With Extruded Built Up Standard Tubular Sections/ Appropriate Z Sections And Other Sections Of Approved Make Conforming To Is: 733 And Is: 1285, Fixing With Dash Fasteners Of Required Dia And Size, Including Necessary Filling Up The Gaps At Junctions, I.E. At Top, Bottom And Sides With Required Epdm Rubber/ Neoprene Gasket Etc. Aluminium Sections Shall Be Smooth, Rust Free, Straight, Mitred And Jointed Mechanically Wherever Required Including Cleat Angle, Aluminium Snap Beading For Glazing / Paneling, C.P. Brass / Stainless Steel Screws, All Complete As Per Architectural Drawings And The Directions Of Engineer-In-Charge. (Glazing, Paneling And Dash Fasteners To Be Paid For Separately) : Neoprene Gasket Etc. Aluminium Sections Shall Be Smooth, Rust Free, Straight, Mitred And Jointed Mechanically Wherever Required Including Cleat Angle, Aluminium Snap Beading For Glazing / Paneling, C.P. Brass / Stainless Steel Screws, All Complete As Per Architectural Drawings And The Directions Of Engineer-In-Charge. (Glazing, Paneling And Dash Fasteners To Be Paid For Separately) : For Fixed Portion Less Than 12.50 Kg/Sqm) Anodised Aluminium (Anodised Transparent Or Dyed To Required Shade According To Is: 1868, Minimum Anodic Coating Of Grade Ac 15) , For Shutters Of Doors, Windows & Ventilators Including Providing And Fixing Hinges/ Pivots And Making Provision For Fixing Of Fittings Wherever Required Including The Cost Of Epdm Rubber / Neoprene Gasket Required (Fittings Shall Be Paid For Separately) Powder Coated Aluminium (Minimum Thickness Of Powder Coating 50 Micron) , Providing And Fixing Glazing In Aluminium Door, Window, Ventilator Shutters And Partitions Etc. With Epdm Rubber / Neoprene Gasket Etc. Complete As Per The Architectural Drawings And The Directions Of Engineer-In-Charge . (Cost Of Aluminium Snap Beading Shall Be Paid In Basic Item): With Float Glass Panes Of 5 Mm Thickness (Weight Not Less Than 12.50 Kg/Sqm) , Tiles Works : Providing And Laying Vitrified Floor Tiles In Different Sizes (Thickness To Be Specified By The Manufacturer) With Water Absorption Less Than 0.08% And Conforming To Is: 15622, Of Approved Make, In All Colours And Shades, Laid On 20Mm Thick Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), Jointing With Grey Cement Slurry @ 3.3 Kg/ Sqm Including Grouting The Joints With White Cement And Matching Pigments Etc., Complete. Size Of Tile 600X600 Mm , Providing And Laying Vitrified Tiles In Different Sizes (Thickness To Be Specified By Manufacturer), With Water Absorption Less Than 0.08 % And Conforming To I.S. 15622, Of Approved Make, In All Colours & Shade, In Skirting, Riser Of Steps, Over 12 Mm Thick Bed Of Cement Mortar 1:3 (1 Cement: 3 Coarse Sand), Jointing With Grey Cement Slurry @ 3.3 Kg/ Sqm Including Grouting The Joint With White Cement & Matching Pigments Etc. Complete. Size Of Tile 600X600 Mm , Providing And Fixing M.S. Grills Of Required Pattern In Frames Of Windows Etc. With M.S. Flats, Square Or Round Bars Etc. Including Priming Coat With Approved Steel Primer All Complete. Fixed To Steel Windows By Welding. , 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.) , Plastering Works : 12 Mm Cement Plaster On The Rough Side Of Single Or Half Brick Wall Of Mix : 1:4 (1 Cement: 4 Fine Sand) , 15 Mm Cement Plaster On The Rough Side Of Single Or Half Brick Wall Of Mix : 1:4 (1 Cement: 4 Fine Sand) , 20 Mm Cement Plaster Of Mix : 1:4 (1 Cement: 4 Fine Sand) , Steel Work In Built Up Tubular (Round, Square Or Rectangular Hollow Tubes Etc.) Trusses Etc., Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer, Including Welding And Bolted With Special Shaped Washers Etc. Complete. Hot Finished Welded Type Tubes , Roofing : Providing And Fixing Precoated Galvanised Iron Profile Sheets (Size, Shape And Pitch Of Corrugation As Approved By Engineer-In-Charge) 0.50 Mm (+ 0.05 %) Total Coated Thickness With Zinc Coating 120 B49grams Per Sqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns. Sheet Should Have Protective Guard Film Of 25 Microns Minimum To Avoid Scratches During Transportation And Should Be Supplied In Single Length Upto 12 Metre Or As Desired By Engineer In-Charge. The Sheet Shall Be Fixed Using Self Drilling /Self Tapping Screws Of Size (5.5X 55 Mm) With Epdm Seal, Complete Upto Any Pitch In Horizontal/ Vertical Or Curved Surfaces, Excluding The Cost Of Purlins, Rafters And Trusses And Including Cutting To Size And Shape Wherever Required. , Providing And Fixing Precoated Galvanised Steel Sheet Roofing Accessories 0.50 Mm (+0.05 %) Total Coated Thickness, Zinc Coating 120 Grams Per Sqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester To Coat 15-18 Microns Using Self Drilling/ Self Tapping Screws Complete : Using Self Drilling/ Self Tapping Screws Complete : Ridges Plain (500 - 600Mm) , Sound Proof : Providing And Fixing Thermal Insulation With Resin Bonded Fibre Glass Wool Conforming To Is: 8183 Having Density 24 Kg/M3, 50 Mm Thick, Wrapped In 200G Virgin Polythene Bags Fixed To Wall With Screw, Rawel Plug & Washers And Held In Position By Criss Crossing Gi Wire Etc. Complete As Per Directions Of Engineer-In-Charge. , 8 Mm Thick Fully Perforated Calcium Silicate Board Made With Calcareous & Siliceous Materials Reinforced With Cellulose Fiber Manufactured Through Autoclaving Processto Give Stable Crystalline Structure With Minimumcompressive Strength 225 Kg/ Sq. Cm, Bending Strength100 Kg/Sq. Cm , Of Size 595X595 Mm, Having Perforationof Dia. 10 Mm With Minimum Perforated Area 18 % Withnon Woven Tissue On The Back Side, Having An Nrc( Noise Reduction Coefficient) Of 0.85, With 50 Mm Thickrockwool Of 48 Kg /Cum Backing , Providing And Fixing False Ceiling At All Height Including Providing And Fixing Of Frame Work Made Of Special Sections, Power Pressed From M.S. Sheets And Galvanized With Zinc Coating Of 120 Gms/Sqm (Both Side Inclusive) As Per Is : 277 And Consisting Of Angle Cleats Of Size 25 Mm Wide X 1.6 Mm Thick With Flanges Of 27 Mm And 37Mm, At 1200 Mm Centre To Centre, One Flange Fixed To The Ceiling With Dash Fastener 12.5 Mm Dia X 50Mm Long With 6Mm Dia Bolts, Other Flange Of Cleat Fixed To The Angle Hangers Of 25X10x0.50 Mm Of Required Length With Nuts & Bolts Of Required Size And Other End Of Angle Hanger Fixed With Intermediate G.I. Channels 45X15x0.9 Mm Running At The Spacing Of 1200 Mm Centre To Centre, To Which The Ceiling Section 0.5 Mm Thick Bottom Wedge Of 80 Mm With Tapered Flanges Of 26 Mm Each Having Lips Of 10.5 Mm, At 450 Mm Centre To Centre, Shall Be Fixed In A Direction Perpendicular To G.I. Intermediate Channel With Connecting Clips Made Out Of 2.64 Mm Dia X 230 Mm Long G.I. Wire At Every Junction, Including Fixing Perimeter Channels 0.5 Mm Thick 27 Mm High Having Flanges Of 20 Mm And 30 Mm Long, The Perimeter Of Ceiling Fixed To Wall/Partition With The Help Of Rawl Plugs At 450 Mm Centre, With 25Mm Long Dry Wall Screws @ 230 Mm Interval, Including Fixing Of Gypsum Board To Ceiling Section And Perimeter Channel With The Help Of Dry Wall Screws Of Size 3.5 X 25 Mm At 230 Mm C/C, Including Jointing And Finishing To A Flush Finish Of Tapered And Square Edges Of The Board With Recommended Jointing Compound , Jointing Tapes , Finishing With Jointing Compound In 3 Layers Covering Upto 150 Mm On Both Sides Of Joint And Two Coats Of Primer Suitable For Board, All As Per Manufacturers Specification And Also Including The Cost Of Making Openings For Light Fittings, Grills, Diffusers, Cutouts Made With Frame Of Perimeter Channels Suitably Fixed, All Complete As Per Drawings, Specification And Direction Of The Engineer In Charge But Excluding The Cost Of Painting With : Wedge Of 80 Mm With Tapered Flanges Of 26 Mm Each Having Lips Of 10.5 Mm, At 450 Mm Centre To Centre, Shall Be Fixed In A Direction Perpendicular To G.I. Intermediate Channel With Connecting Clips Made Out Of 2.64 Mm Dia X 230 Mm Long G.I. Wire At Every Junction, Including Fixing Perimeter Channels 0.5 Mm Thick 27 Mm High Having Flanges Of 20 Mm And 30 Mm Long, The Perimeter Of Ceiling Fixed To Wall/Partition With The Help Of Rawl Plugs At 450 Mm Centre, With 25Mm Long Dry Wall Screws @ 230 Mm Interval, Including Fixing Of Gypsum Board To Ceiling Section And Perimeter Channel With The Help Of Dry Wall Screws Of Size 3.5 X 25 Mm At 230 Mm C/C, Including Jointing And Finishing To A Flush Finish Of Tapered And Square Edges Of The Board With Recommended Jointing Compound , Jointing Tapes , Finishing With Jointing Compound In 3 Layers Covering Upto 150 Mm On Both Sides Of Joint And Two Coats Of Primer Suitable For Board, All As Per Manufacturers Specification And Also Including The Cost Of Making Openings For Light Fittings, Grills, Diffusers, Cutouts Made With Frame Of Perimeter Channels Suitably Fixed, All Complete As Per Drawings, Specification And Direction Of The Engineer In Charge But Excluding The Cost Of Painting With : Fully Perforated Gypsum Plaster Board Of Size 1200 X 2400X12.5 Mm Having Approx. 15 % Perforated Area With Perforation Size And Pattern As Approved By The Engineerin-Charge And As Per Manufacturers Specification, With All 4 Side Tapered And Backed By Acoustical Tissue With Nrc Value Not Less Than 0.60 , Painting : With Ready Mixed Pink Or Grey Primer Of Approved Brand And Manufacture On Wood Work (Hard And Soft Wood , Painting Wood Work With Deluxe Multi Surface Paint Of Required Shade. Two Or More Coat Applied @ 0.90 Ltr/10 Sqm Over An Under Coat Of Primer Applied @0.75 Ltr/10 Sqm Of Approved Brand And Manufacture , With Ready Mixed Red Oxide Zinc Chromate Primer Of Approved Brand And Manufacture On Steel Galvanised Iron/ Steel Works , Painting Steel Work With Deluxe Multi Surface Paint To Give An Even Shade. Two Or More Coat Applied @ 0.90 Ltr/ 10 Sqm Over An Under Coat Of Primer Applied @ 0.80 Ltr/ 10 Sqm Of Approved Brand And Manufacture , Providing And Applying Plaster Of Paris Putty Of 2 Mm Thickness Over Plastered Surface To Prepare The Surface Even And Smooth Complete. , Applying One Coat Of Water Thinnable Cement Primer Of Approved Brand And Manufacture On Wall Surface : Water Thinnable Cement Primer , 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 Additives. New Work (Two Or More Coats Applied @ 1.43 Litre/ 10 Sqm. Over And Including Priming Coat Of Exterior Primer Applied @ 0.90 Litre/10 Sqm. , Door Window Fittings : Providing And Fixing Aluminium Sliding Door Bolts, Isi Marked Anodised (Anodic Coating Not Less Than Grade Ac 10 As Per Is : 1868), Transparent Or Dyed To Required Colour Or Shade, With Nuts And Screws Etc. Complete : 300Mm X 16Mm , Providing And Fixing Aluminium Tower Bolts, Isi Marked, Anodised (Anodic Coating Not Less Than Grade Ac 10 As Per Is : 1868 ) Transparent Or Dyed To Required Colour Or Shade, With Necessary Screws Etc. Complete : 300Mm X 10Mm , Providing And Fixing Aluminium Handles, Isi Marked, Anodised (Anodic Coating Not Less Than Grade Ac 10 As Per Is : 1868) Transparent Or Dyed To Required Colour Or Shade, With Necessary Screws Etc. Complete : 125Mm , Providing And Fixing Ptmt Butt Hinges With Necessary Screws Etc. Complete. 75X60x10 Mm Fitted With 5.5 Mm Dia M.S. Bright Bar Rod Weighing Not Less Than 34 Gms , Construction Of Inspection Banglow, Guest House (Inetrnal Electrification) Sub Head -I (Wiring) Wiring For Light Point/ Fan Point/ Exhaust Fan Point/ Call Bell Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Medium Class Pvc Conduit, With Modular Switch, Modular Plate, Suitable Gi Box And Earthing The Point With 1.5 Sq.Mm. Frls Pvc Insulated Copper Conductor Single Core Cable Etc As Required. A) Group A , Wiring For Twin Control Light Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Medium Class Pvc Conduit, 2 Way Modular Switch, Modular Plate, Suitable Gi Box And Earthing The Point With 1.5 Sq.Mm. Frls Pvc Insulated Copper Conductor Single Core Cable Etc As Required. , Wiring For Light/ Power Plug With 2X4 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface/ Recessed Medium Class Pvc Conduit Along With 1 No 4 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable For Loop Earthing As Required. , Wiring For Circuit/ Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor, Single Core Cable In Surface/ Recessed Medium Class Pvc Conduit As Required 2 X 1.5 Sq. Mm + 1 X 1.5 Sq. Mm Earth Wire , 2 X 6 Sq. Mm + 1 X 6 Sq. Mm Earth Wire , Supplying And Drawing Following Sizes Of Frls Pvc Insulated Copper Conductor, Single Core Cable In The Existing Surface/ Recessed Steel/ Pvc Conduit As Required. 3 X 1.5 Sq. Mm , 6 X 1.5 Sq. Mm , 6 X 4 Sq. Mm , Supplying And Fixing Of Following Sizes Of Medium Class Pvc Conduit Along With Accessories In Surface/Recess Including Cutting The Wall And Making Good The Same In Case Of Recessed Conduit As Required. 20 Mm , 25 Mm , Supplying And Fixing Suitable Size Gi Box With Modular Plate And Cover In Front On Surface Or In Recess, Including Providing And Fixing 3 Pin 5/6 Amps Modular Socket Outlet And 5/6 Amps Modular Switch, Connection Etc. As Required. (For Light Plugs To Be Used In Non Residential Buildings). , Supplying And Fixing Following Modular Switch/ Socket On The Existing Modular Plate & Switch Box Including Connections But Excluding Modular Plate Etc. As Required. 3Pin 5/6 Socket Outlet , Sub Head - Ii (Mcb & Dbs ) Supplying And Fixin G Following Way, Single Pole And Neutral, Sheet Steel, Mcb Distribution Board, 240 Volts, On Surface/ Recess, Complete With Tinned Copper Bus Bar, Neutral Bus Bar, Earth Bar, Din Bar, Interconnections, Powder Painted Including Earthing Etc. As Required. (But Without Mcb/Rccb/Isolator)8 Way, Double Door , Supplying And Fixing Following Way, Horizontal Type Three Pole And Neutral, Sheet Steel, Mcb Distribution Board, 215 Volts, On Surface/ Recess, Complete With Tinned Copper Bus Bar, Neutral Bus Bar, Earth Bar, Din Bar, Interconnections, Powder Painted Including Earthing Etc. As Required. (But Without Mcb/Rccb/Isolator) 4 Way (4 + 12), Double Door , Supplying And Fixing 5 Amps To 32 Amps Rating, 240/415 Volts, C Curve, Miniature Circuit Bre Aker Suitable For Inductive Load Of Following Poles In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required.Single Pole , Supplying And Fixing Following Rating, Double Pole, 240 Volts, Isolator In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required. 40 Amps , Supplying And Fixing Following Rating, 415 V, 10 Ka, C Curve, Miniature Circuit Breaker Suitable For Inductive Load Of Following Poles In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required. 40/63 A Tp , Sub Head-Iii (Fan,Fittings And Fixtures) Supplying, Installation, Testing And Commissioning Of 1200 Mm Sweep, Bee Five Star Rated, Ceiling Fan With Brush Less Direct Current (Bldc Motor) Not Less Than 32 W, Class Of Insulation B, 3 Nos Blade, 30 Cm Long Down Road, 2 Nos Of Canopies, Shackle Kit, Safety Rope, Copper Winding, Power Factor Not Less Than 0.9, Service Value (Cmm/W) Minimum 6.85 Air Delivery Minimum 215Cmm , 350 Rpm (Tolerance As Per Is:374-2019), Thd Less Than 10% Remote Or Electronic Regulator For Speed Control And All Remaining Accessories I/C Safety Pin, Nut Bolts , Washer, Temperature Rise=75 Degree C(Max. ), Insulation Resistance More Than 2Mega Ohm, Suitable For 230V, 50 Hz Ac Supply, Earthing Etc. Complete As Required. , Supplying, Installation Of Exhaust Fan Sweep Not Less Than 300 Mm In The Existing Opening, And Made Of Aluminium Die-Cast Motor Body, Front Protection Guard, Low Noise Operation, Robust Metal Body,Double Ball Bearing,Anti Dust,High Speed(Minimum 1350 Rpm) & High Air Delivery(Minimum 1000 Cmh) Including Making Good The Damage, Connection, Testing, Commissioning Etc. As Required. , Supplying,Installation, Testing And Commissioning Of Surface Mounted Square/Round Shape Led Downlighter Having Suitable Housing Lumen Efficacy = 100Lm/Watt, System Lumen Output = 1200 Lm, Cri = 80, Power Factor = 0.9 Having Suitable Diffuser And Cct In Between 4000K To 6500 K (I/C Both Limits) Complete With All Accessories Etc. Directly On Ceiling/Wall Including Connection With 1.5 Sq. Mm Frls Pvc Insulated, Copper Conductor, Single Core Cable And Earthing Etc. As Required. , Sub Head-Iv (Service Connection) 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. Upto 35 Sq. Mm , Above 35 Sq. Mm And Upto 95 Sq. Mm , Supplying Of One Number Xlpe Insulated And Pvc Sheathed Aluminium Conductor Armoured Power Cable Of 1.1 Kv Grade With Isi Marked (Is 7098 (Part - I) / 1988 With Amendment Up To Date) Following Sizes. A) 3 ½ X 35 Sq.Mm , B) 3 ½ X 95 Sq.Mm , Supplying And Making End Termination With Brass Compression Gland And Aluminium Lugs For Following Size Of Pvc Insulated And Pvc Sheathed / Xlpe Aluminium Conductor Cable Of 1.1 Kv Grade As Required. A) 3.5 X 35 Sqmm ( 32 Mm ) , B) 3½ X 95 Sq. Mm (45Mm) , Supplying And Fixing Of Light Class G.I. Pipe Of 80 Mm Dia. (Nominal) 3 Metres Length Along The Pole For Protection Of Under Ground Cable As Required. , Sub-Head -V( Lighting Conductor And Earthing ) Providing And Fixing Of Lightning Conductor Finial, Made Of 25 Mm Dia 300 Mm Long, G.I. Tube, Having Single Prong At Top, With 85 Mm Dia 6 Mm Thick G.I. Base Plate Including Holes Etc. Complete As Required. , Providing And Fixing G.I. Tape 20 Mm X 3 Mm Thick On Parapet Or Surface Of Wall For Lightning Conductor Complete As Required. (For Horizontal Run) , Providing And Fixing G.I. Tape 20 Mm X 3 Mm Thick On Parapet Or Surface Of Wall For Lightning Conductor Complete As Required. (For Vertical Run) , Providing And Fixing Testing Joint, Made Of 20 Mm X 3 Mm Thick G.I. Strip, 125 Mm Long, With 4 Nos. Of G.I. Bolts, Nuts, Chuck Nuts And Spring Washers Etc. Complete As Required , Earthing With G.I. Earth Plate 600 Mm X 600 Mm X 6 Mm Thick Including Accessories, And Providing Masonry Enclosure With Cover Plate Having Locking Arrangement And Watering Pipe Of 2.7 Metre Long Etc. With Charcoal/ Coke And Salt As Required. , Providing And Fixing 6 Swg Dia G.I. Wire On Surface Or In Recess For Loop Earthing As Required , Providing And Fixing 6 Swg Dia G.I. Wire On Surface Or In Recess For Loop Earthing Along With Existing Surface/ Recessed Conduit/ Submain Wiring/ Cable As Required. , Providing And Laying Earth Connection From Earth Electrode With 6 Swg Dia G.I. Wire In 15 Mm Dia G.I. Pipe From Earth Electrode Including Connection With G.I. Thimble Excavation And Re-Filling As Required , Providing And Laying G.I. Tape 32 Mm X 6 Mm From Earth Electrode Directly In Ground As Required. , Sub Head-Vii (Air Condition) Supplying, Installation, Testing And Commissioning Of Suitable Tr Capacity 5 Star Rating With Eer Not Less Than 4.3 , Split Type Inverter Air Conditioning Units Suitable For Indoor Unit To Be Fixed On The Wall Having Minimum Cooling Capacity 5400 Kcal/Hr Suitable For Single Phase Ac Supply Complete With Outdoor Unit Having Copper Condenser Coil,Suitable Clamp/Bracket For Fixing Outdoor Unit, Inter Connection With Suitable Copper Pipe Etc. Complete As Required. , Supplying , Installation, Testing And Commissioning Of Automatic Voltage Stabilizer Of Capacity 5 Kva For Air Conditioner With 130-240 Volts Range For Operation Of Air Conditioner Complete With Testing Trail Run Etc Complete As Reqd. , Supplying , Installation, Testing And Commissioning Of Automatic Voltage Stabilizer Of Capacity 5 Kva For Air Conditioner With 130-240 Volts Range For Operation Of Air Conditioner Complete With Testing Trail Run Etc Complete As Reqd. , Supply, Installation Testing & Commissioning Of Rigid Upvc Piping Complete With Fittings, Supports As Per Specifications And Duly Insulated With 6 Mm Thick Closed Cell Nitrile Rubber Insulation. A) 25 Mm Dia ( With 6 Mm Nitrile Rubber Insulation) , Construction Of Inspection Banglow, Guest House (For Sanitary & Water Supply) Providing And Fixing White Vitreous China Pedestal Type Water Closet (European Type W.C. Pan) With Seat And Lid, 10 Litre Low Level White P.V.C. Flushing Cistern, Including Flush Pipe, With Manually Controlled Device (Handle Lever), Conforming To Is : 7231, With All Fittings And Fixtures Complete, Including Cutting And Making Good The Walls And Floors Wherever Required : W.C. Pan With Isi Marked Black Solid Plastic Seat And Lid , Providing And Fixing Wash Basin With C.I. Brackets, 15 Mm C.P. Brass Pillar Taps, 32 Mm C.P. Brass Waste Of Standard Pattern, Including Painting Of Fittings And Brackets, Cutting And Making Good The Walls Wherever Require: White Vitreous China Surgeon Type Wash Basin Of Size 660X460 Mm With A Pair Of 15 Mm C.P. Brass Pillar Taps With Elbow Including Operated Levers , Providing And Fixing Stainless Steel A Isi 304 (18/8) Kitchen Sink As Per Is:13983 With C.I. Brackets And Stainless Steel Plug 40 Mm, Including Painting Of Fittings And Brackets, Cutting And Making Good The Walls Wherever Required : Kitchen Sink With Drain Board 510X1040 Mm Bowl Depth 250 Mm , Providing And Fixing P.V.C. Waste Pipe For Sink Or Wash Basin Including P.V.C. Waste Fittings Complete. Semi Rigid Pipe 40 Mm Dia , Providing And Fixing 600X450 Mm Beveled Edge Mirror Of Superior Glass (Of Approved Quality) Complete With 6 Mm Thick Hard Board Ground Fixed To Wooden Cleats With C.P. Brass Screws And Washers Complete. , Providing And Fixing Toilet Paper Holder : Vitreous China , Providing And Fixing Soil, Waste And Vent Pipes : 100 Mm Dia Sand Cast Iron S&S Pipe As Per Is: 1729 , Providing And Fixing Trap Of Self Cleansing Design With Screwed Down Or Hinged Grating With Or Without Vent Arm Complete, Including Cost Of Cutting And Making Good The Walls And Floors : 100 Mm Inlet And 100 Mm Outlet Sand Cast Iron S&S As Per Is: 3989 , Cutting Chases In Brick Masonry Walls For Following Diameter Sand Cast Iron/Centrifugally Cast (Spun) Iron Pipes And Making Good The Same With Cement Concrete 1:3:6 ( 1 Cement : 3 Coarse Sand :6 Graded Stone Aggregate 12.5 Mm Nominal Size), Including Necessary Plaster And Pointing In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) : 100 Mm Dia , Providing And Fixing Ptmt Liquid Soap Container 109 Mm Wide, 125 Mm High And 112 Mm Distance From Wall Of Standard Shape With Bracket Of The Same Materials With Snap Fittings Of Approved Quality And Colour, Weighing Not Less Than 105 Gms. , Providing And Fixing Ptmt Towel Ring Trapezoidal Shape 215 Mm Long, 200 Mm Wide With Minimum Distances Of 37 Mm From Wall Face With Concealed Fittings Arrangement Of Approved Quality And Colour, Weighing Not Less Than 88 Gms. , Providing And Fixing Ptmt Towel Rail Complete With Brackets Fixed To Wooden Cleats With Cp Brass Screws With Concealed Fittings Arrangement Of Approved Quality And Colour 600 Mm Long Towel Rail With Total Length Of 645 Mm, Width 78 Mm And Effective Height Of 88 Mm, Weighing Not Less Than 190 Gms , Providing And Fixing Brass Bib Cock Of Approved Quality : 20 Mm Nominal Bor , Providing And Fixing Brass Stop Cock Of Approved Quality : 20 Mm Nominal Bor , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineer In Charge. 15 Mm Dia Nominal Outer Dia Pipes , 20 Mm Dia Nominal Outer Dia Pipes , 25 Mm Dia Nominal Outer Dia Pipes , 32 Mm Dia Nominal Outer Dia Pipes , 40 Mm Dia Nominal Outer Dia Pipes , Providing And Fixing G.I. Pipes Complete With G.I. Fittings And Clamps, I/C Cutting And Making Good The Walls Etc Internal Work - Exposed On Wall 15 Mm Dia Nominal Bore , Providing And Fixing G.I. Pipes Complete With G.I. Fittings Including Trenching And Refilling Etc. Internal Work - Exposed On Wall 20 Mm Dia Nominal Bore , 32 Mm Dia Nominal Bore Metre , 40 Mm Dia Nominal Bore , Providing And Fixing Gun Metal Non- Return Valve Of Approved Quality (Screwed End) : 20 To 40 Mm Nominal Bore , Providing And Fixing Gun Metal Gate Valve With C.I. Wheel Of Approved Quality (Screwed End) 20 Mm Nominal Bore , 32 Mm Nominal Bore , 40 Mm Nominal Bore , Providing And Fixing Gun Metal Non- Return Valve Of Approved Quality (Screwed End) : 15 Mm Nominal Bore , 20 Mm Nominal Bore , 25 Mm Nominal Bore , Providing And Fixing Gun Metal Non- Return Valve Of Approved Quality (Screwed End) : 40 Mm Nominal Bore Horizontal , Vertical , Providing And Fixing Uplasticised Pvc Connection Pipe With Brass Unions : 30 Cm Length 15 Mm Nominal Bore , 20 Mm Nominal Bore , Providing And Placing On Terrace (At All Floor Levels) Polyethylene Water Storage Tank, Is : 12701 Marked, With Cover And Suitable Locking Arrangement And Making Necessary Holes For Inlet, Outlet And Overflow Pipes But Without Fittings And The Base Support For Tank , Tube Well Boring With 100 Mm Diameter Casing Pipe For Hand Pump / Tubewell, In All Soils Except Ordinary Hard Rocks Requiring Blasting, Including Removing The Casing Pipe After The Hand Pump / Tube Well Is Lowered And Tested : Up To 6 Metres Depth , Beyond 6 M And Up To 12 M Depth , Beyond 12 M And Up To Required Depth , Providing And Placing In Position Filters Of 40 Mm Diameter G.I. Pipe With Brass Strainer Of Approved Quality. , Providing And Placing In Position Hand Pump Of Approved Quality For 40 Mm Diameter G.I. Pipe Complete With All Accessories. , Providing And Fixing G.I. Union In G.I. Pipe Including Cutting And Threading The Pipe And Making Long Screws Etc. Complete (New Work) : 50 Mm Nominal Bore , Providing And Fixing Square-Mouth S.W. Gully Trap Class Sp-1 Complete With C.I. Grating Brick Masonry Chamber With Water Tight C.I. Cover With Frame Of 300 X300 Mm Size (Inside) The Weight Of Cover To Be Not Less Than 4.50 Kg And Frame To Be Not Less Than 2.70 Kg As Per Standard Design: 150 X 100 Mm Size P Type With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 , Constructing Brick Masonry Manhole In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand ) With Reinforced Cement Concrete Top Slab With 1:1.5:3 Mix (1 Cement : 1.5 Coarse Sand (Zone-Iii) : 3 Graded Stone Aggregate 20 Mm Nominal Size), Foundation Concrete 1:4:8 Mix (1 Cement : 4 Coarse Sand (Zone-Iii) : 8 Graded Stone Aggregate 40 Mm Nominal Size), Inside Plastering 12 Mm Thick With Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) Finished With Floating Coat Of Neat Cement And Making Channels 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 Complete As Per Standard Design : Inside Size 90X80 Cm And 45 Cm Deep Including C.I. Cover With Frame (Light Duty) 455X610 Mm Internal Dimensions, Total Weight Of Cover And Frame To Be Not Less Than 38 Kg (Weight Of Cover 23 Kg And Weight Of Frame 15 Kg) : With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 , Reducing Socket, Bend, Tee, Etc. , Construction Of Septic Tank. (50 Users) 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, Lift Upto 1.5 M, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M. , Dry Brick Pitching Half Brick Thick In Drains Including Supply Of Bricks And Preparing The Surface Complete : , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level : , Steel Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Above Plinth Level. , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For , Suspended Floors, Roofs, Landings, Balconies And Access Platform , Vertical And Horizontal Fins Individually Or Forming Box Louvers Band, Facias And Eaves Boards , 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 : , 15 Mm Cement Plaster On The Rough Side Of Single Or Half Brick Wall Of Mix : , Cement Plaster Skirting Up To 30 Cm Height, With Cement Mortar 1:3 (1 Cement : 3 Coarse Sand), Finished With A Floating Coat Of Neat Cement. , Retaining Wall 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, Lift Upto 1.5 M, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M. , Dry Brick Pitching Half Brick Thick In Drains Including Supply Of Bricks And Preparing The Surface Complete : , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level : , Steel Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Above Plinth Level. , 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). , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For , Walls (Any Thickness) Including Attached Pilasters, Butteresses, Plinth And String Courses Etc , Lintels, Beams, Plinth Beams, Girders, Bressumers And , Half Brick Masonry 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. , 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.) , Dismentling Existing A-Type Building Demolishing Reinforced Cement Concrete 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. , Dismantling Doors, Windows And Clerestory Windows (Steel Or Wood) Shutter Including Chowkhats, Architrave, Holdfasts Etc. Complete And Stacking Within 50 Metres Lead : Of Area Beyond 3 Sq. Metres , Dismantling Tile Work In Floors And Roofs Laid In Cement Mortar Including Stacking Material Within 50 Metres Lead. For Thickness Of Tiles Above 25 Mm And Up To 40 Mm , 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 , Dismantling Wood Work In Frames, Trusses, Purlins And Rafters Up To 10 Metres Span And 5 Metres Height Including Stacking The Material Within 50 Metres Lead : Of Sectional Area 40 Square Centimetres And Above , Dismantling Roofing Including Ridges, Hips, Valleys And Gutters Etc., And Stacking The Material Within 50 Metres Lead Of G.S. Sheet , Dismantling Aluminium/ Gypsum Partitions, Doors, Windows, Fixed Glazing And False Ceiling Including Disposal Of Unserviceable Material And Stacking Of Serviceable Material With In 50 Meters Lead As Directed By Engineer-In-Charge. , Boundary Wall With Fencing). 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, Lift Upto 1.5 M, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M. , Dry Brick Pitching Half Brick Thick In Drains Including Supply Of Bricks And Preparing The Surface Complete : , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level : , Steel Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Above Plinth Level. , 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 : , 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 Up To Floor Five Level, Excluding Cost Of Centering, Shuttering, Finishing And Reinforcement : , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For , Lintels, Beams, Plinth Beams, Girders, Bressumers And , Columns, Pillars, Piers, Abutments, Posts And Struts , Brick Work With Common Burnt Clay Modular Bricks Of Class Designation 7.5 In Foundation And Plinth In : , 15 Mm Cement Plaster On The Rough Side Of Single Or Half Brick Wall Of Mix : , 20 Mm Cement Plaster Of Mix : , 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. , Applying One Coat Of Water Thinnable Cement Primer Of Approved Brand And Manufacture On Wall Surface : Water Thinnable Cement Primer , 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 Additives. , Fencing With Reinforced Cement Concrete Post Placed At Required Distance, Embedded In Cement Concrete Blocks, Every 15Th Post, Last But One End Post And Corner Post Shall Be Strutted On Both Sides And End Post One Side Only, Provided With Horizontal Lines And Two Diagonals Of Barbed Wire Weighing 9.38 Kg Per 100 Metres (Minimum), Between The Two Posts Fitted And Fixed With G.I. Staples On Wooden Plugs Or G.I. Binding Wire Tied To 6 Mm Bar Nibs Fixed While Casting The Post (Cost Of Reinforced Cement Concrete Posts, Struts, Earth Work And Concrete To Be Paid For Separately) :- Payment To Be Made Per Metre Cost Of Total Length Of Barbed Wire Used. , Land Development Excavating, Supplying And Filling Of Local Earth (Including Royalty) By Mechanical Transport Upto A Lead Of 5Km Also Including Ramming And Watering Of The Earth In Layers Not Exceeding 20 Cm In Trenches, Plinth, Sides Of Foundation Etc. Complete. , O.H. Tank Not Found!!! , Solar Street Light Godox S60 Led Focusing Light, Outdoor & Indoor , Gate Pillarlight For Home Outdoor Garden Post Decorative Lamp , Dg Set , Audio Visual Systems Projector (Sony) , Motorised Screen And Accessories (6Ft / 8 Ft) , Digital Podium All-In-One System , Chairman Unit , Delegate Unit , Amplifier 80 Watt , Microphones , Ceiling Mount Speaker ( 6 Watt) , Wire & Lane Cabling For Speaker , Projector & Amplifier Hdmi Wire Connector Wiring Set , Installation, Testing And Commissioning Charges And Configuration Of The System , M.I. 64 -T.V. 4 Nos. @ Rs. 75000/- Per Nos. , Cctv With Motion Sensor And Sound Recorder Including Supplying & Fitting Fixing (Philips Hsp 3800) , Furniture & Fixture Sofa Set A/ Waiting Hall , B/ Executive Guest Room , C/ Suite Room , Executive Table A/ Executive Guest Room , B/ Suite Room , Executive Chair , Bed A/ Guest Room , B/ Staff Room , C/ Suite Room , D/ Security Room , Matress A/ Guest Room , B/ Staff Room , C/ Suite Room , D/ Security Room , Chair A/ Guest Room , B/ Staff Room , C/ Suite Room I)Type-I , Ii)Type-Ii , D/ Security Room , Bed Sheet A/ Guest Room , B/ Staff Room , C/ Suite Room , D/ Security Room , Pillow A/ Guest Room , B/ Staff Room , C/ Suite Room , D/ Security Room , Blanket A/ Guest Room , B/ Staff Room , C/ Suite Room , D/ Security Room , Mosquito Net A/ Guest Room , B/ Staff Room , C/ Suite Room , D/ Security Room , Bath Towel , Hand Towel , Kitchen Utensil A/ Gas Stove , B/ Pressure Cooker , B/ Cookware Set , C/ Dinner Set , D/ Cup Plate Set , E/ Cutlery Set , F/ Mixture Grinder , G/ Electric Kattle , H/ Microwave Oven , I/ Container , Conference Table , Conference Chair (Elentra-112 Steel Frame Fixed Chair)
Contract Date: Jun 16, 2026 Contract Value : 4.10 Crore
Government Departments No of Bidders 2
22.
Housing Urban and Rular Development #11299927 AOC
Tender For Dismantling Roofing Including Ridges, Hips, Valleys And Gutters Etc., And Stacking The Material Within 50 Metres Lead Of: , Dismantling Wood Work In Frames, Trusses, Purlins And Rafters Up To 10 Metres Span And 5 Metres Height Including Stacking The Material Within 50 Metres Lead :Of Sectional Area 40 Square Centimetres And Above , Providing And Laying In Position Cement Concrete 1:4:8 (1 Cement : 4 C/Sand : 8 St. Agg. 40 Mm Size) Excluding The Cost Of C/Shuttering - All Work Upto Plinth Level. , Brick Work With F.P.S. Bricks Of Class Designation 75 In Super Structure Above Plinth Level Upto Floor V Level In Cement Mortar 1:6 (1 Cement : 6 C/Sand). , Reinforced Cement Concrete Work In Beam,Suspended Floor Roof Having Slop Up To 15 Degree Landing Balcony Shelf Chajjas Lintels Band Plain Windoe Cills Staircase & Sprial Stair Case Etc. Up To Floor Five Level,Excluding Cost Of Centering, Shuttering, Finishing And Reinforcement :1:1.5:3 (1 Cement : 1.5 Coarse Sand : 3 Graded Stone Aggregate20 Mm Nominal Size) , Centering And Shuttering I/C Strutting, Propping Etc. And Removal Of Form For Lintels, Beams, Plinth Beams, Girders, Bressumers And Cantilevers. , Reinforcement For Reinforced Cement Concrete Work I/C Straightening, Cutting, Bending, Placing In Position And Binding All Complete --Thermo - Machanically -Treated Bars. , Half Brick Masonry With F.P.S. Bricks Of Class Designation 75 In Superstructure Abov Plinth Level Upto Floor V Level In Cement Morar 1:4 (1 Cement :4 Sand) , 12 Mm Cement Plaster Of Mix. 1:6 Cement And Fine Sand Mortar. , 15 Mm Cement Plaster On The Rough Side Of Single Or Half Brick Wall Of Mix :1:6 (1 Cement: 6 Fine Sand) , Providing And Laying Vitrified Tiles In Floor With Different Sizes (Thickness To Be Specified By The Manufacturer), With Water Absorption Less Than 0.08% And Conforming To Is: 15622, Of Approved Brand & Manufacturer, In All Colours And Shade, Laid With Cement Based High Polymer Modified Quick Set Tile Adhesive (Water Based) Conforming To Is : 154 77, In Average 6 Mm Thickness, Including Grouting Of Joints (Payment For Grouting Of Joints To Be Made Separately).Size Of Tile 600X600 Mm , Providing And Laying Vitrified Tiles In Different Sizes (Thickness To Be Specified By Manufacturer), With Water Absorption Less Than 0.08 % And Conforming To I.S. 15622, Of Approved Make, In All Colours & Shade, In Skirting, Riser Of Steps, Over 12 Mm Thick Bed Of Cement Mortar 1 :3 (1 Cement: 3 Coarse Sand), Jointing With Grey Cement Slurry @ 3.3 Kg/ Sqm Including Grouting The Joint With White Cement & Matching Pigments Etc. Complete. Size Of Tile 600X600 Mm , Providing And Laying In Position Cement Concrete Of Specified Grade 1:2:4 (1Cement :2 Sand : Stone Aggregate 40Mm Nominal Size) Excluding The Cost Of Centring And Shuttering - -All Work Upto Plinth Level , Providing And Applying White Cement Based Putty Of Average Thickness 1Mm Of Approved Brand And Manufacture, Over Plastered Wall Surface To Prepare The Surface Even And Smooth Complete , Finishing Walls With Acrylic Smooth Exterior Paint Of Required Shade :New Work (Two Or More Coat Applied @ 1.67 Ltr/10 Sqm Over And Including Priming Coat Of Exterior Primer Applied @ 2.20 Kg/10 Sqm) , Distempering With 1St Quality Acrylic Distemper (Ready Mixed) Having Voc Content Less Than 50 Gram/Litre, Of Approved Manufacturer And Of Required Shade And Colour All Complete To Achieve Even Shade And Colour : , Painting Steel Work With Deluxe Multi Surface Paint Of Req. Shade (Two Or More Coats) Applied Over An Under Coat Of Primer Approved Brand. , Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture Of Required Colour To Give An Even Shade :One Or More Coats On Old Work , Providing And Fixing G.I. Pipes Complete With G.I. Fittings And Clamps, Including Cutting And Making Good The Walls Etc. Iinternal Work - Exposed On Wall 15 Mm Dia. Nominal Bore , Providing And Fixing Brass Bib Cock Of Approved Quality 15 Mm Nominal Bore , Providing And Fixing Brass Stop Cock Of Approved Quality 15 Mm Nominal Bore , Providing And Fixing Ball Valve (Brass) 15 Mm Nominal Bore High & Low Pressure With Plastic Floatsof Approved Quality Complete , Providing And Placing On Terrace (At All Floor Levels) Polyethylene Water Storage Tank Isi : 12701 Tank Isi : 12701 Marked With Cover And Suitable Locking Arrangement And Making Necessary Holes For Inlet, Outlet And Overflow Pipes But Without Fittings And The Base Support For Tank , Providing And Fixing Gun Metal Gate Valve With C.I. Wheel Of Approved Quality (Screwed End) 25 Mmnominal Bore , Providing And Fixing On Wall Face Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is: 5382, Leaving 10 Mm Gap For Thermal Expansion, () Single Socketed Pipes. , Providing And Fixing On Wall Face Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is: 5382, Leaving 10 Mm Gap For Thermal Expansion, () Single Socketed Pipes75 Mm Diameter , Providing And Fixing Pvc Door Frame Of Size 50X4 7 Mm With A Wall Thickness Of 5 Mm (± 0.2 Mm), Made Out Of Single Piece Extruded Pvc Profile, With Mitred Cut Joints And Joint With 2 Nos Of Pvc Bracket Of Size 190 Mm X 100 Mm Long Arms Of Cross Section Size 35 X 15 Mm & Self Driven Self Taping Screws, The Vertical Door Profiles To Be Reinforced With 40X20 Mm M.S. Rectangular Tube Of 0.8 Mm , Including Providing Epdm Rubber Gasket Weather Seal Throughout The Frame, Including Jointing 5 Mm Pvc Frame Strip With Pvc Solvent Cement On The Back Of The Profile. The Door Frame To Be Fixed To The Wall Using 8 X100 Mm Long Anchor Fasteners Complete, All As Per Manufacturers Specification And Direction Of Engineer -In- Charge. , 35 Mm Thick Factory Made Solid Panel Pvc Door Shutter, Made Out Of Single Piece Extruded Soild Pvc Profiles, 5 Mm (± 0.2 Mm) Thick, Having Styles & Rails (Except Lock Rail) Of Size 95 Mmx 35 Mm X 5 Mm, Out Of Which 75 Mm Shall Be Flat And 20 Mm Shall Be Tapered ( On Both Side), Having One Side Thickness Of 15 Mm Integrally Extruded On The Hinge Side Of The Profile For Better Screw Holding Power, Including Reinforcing With Ms Tube Of Size 40 Mm X 20 Mm X 1 Mm, Joints Of Styles & Rails To Be Mitered Cut & Joint With The Help Of Pvc Solvent Cement, Self Driven Self Tapping Screws & M.S. Rectangular Pipes Bracket Of Size 190 Mm X 100 Mm Of Cross Section Size 35 Mm X 17 Mm X 1 Mm At Each Corner. Single Piece Extruded 5 Mm Thick Solid Pvc Lock Rail Of Size 115 Mm X 35 Mm, Out Of Which 75 Mm To Be Flat And 20 Mm To Be Tapered At Both Ends, Having 15 Mm Solid Core In Middle Of Rail Section Integrally Extruded, Fixing The Styles & Rails With The Help Of Solvent And Self Driven Self Tapping Screws Of 125 Mm X 11 Mm, Including Providing 5 Mm Single Piece Solid Pvc Extruded Sheet Inserted In The Door As Panel, All Complete As Per Manufacturers Specification And Direction Of Engineer-In-Charge. , White Vitreous China Flat Back Wash Basin Size 550X400 Mm With Single 15 Mm C. Brass Pillar Tap. , Providing And Fixing C.P. Brass Long Body Bib Cock Of Approved Quality Conforming To Is Standards And Weighing Not Less Than 690 Gms15mm Nominal Bore.. , Providing And Fixing Aluminium Die Cast Body Tubular Type Universal Hydraulic Door Closer (Having Brand Logo With Isi, Is : 3564, Embossed On The Body, Door Weight Upto 35 Kg And Door Width Upto 700 Mm), With Necessary Accessories And Screws Etc. Complete , Providing And Fixing Ptmt Soap Dish Holder Having Length Of 138Mm, Breadth 102Mm, Height Of 75Mm With Concealed Fitting Arrangements Weighing Not Lessthan 106 Gms. , Providing And Fixing Mirror Of Superior Glass (Of Approv Quality) Complete With 6 Mm Thick Hard Board Ground Fixed To Wooden Cleats With C.P. Brass Screws And Washers Complete. With Plastic Moulded Frame Of Approved Make And Shades With 6 Mm Thick Hard Board Backing:Rectangular Shape 453X357mm , Providing And Fixing Water Closet Squatting Pan (Indian Type W.C. Pan ) With 100 Mm Sand Cast Iron P Or S Trap, 10 Litre Low Level White P.V.C. Flushing Cistern, Including Flush Pipe, With Manually Controlled Device (Handle Lever) Conforming To Is : 7231, With All Fittings And Fixtures Complete, Including Cutting And Making Good The Walls And Floors Wherever Required:White Vitreous China Orissa Pattern W.C. Pan Of Size 580X440 Mm With Integral Type Foot Rests , Marble Stone Flooring With 18 Mm Thick Marble Stone, As Per Sample Of Marble Approved By Engineer-In-Charge, Over 20 Mm (Average) Thick Base Of Cement Mortar 1 :4 (1 Cement : 4 Coarse Sand) Laid And Jointed With Grey Cement Slurry, Including Rubbing And Polishing Complete With : Udaipur Green Marble , Steel Work In Built Up Tubular (Round, Square Or Rectangular Hollow Tubes Etc.) Trusses Etc., Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer, Including Welding And Bolted With Special Shaped Washers Etc. Complete. , Providing And Fixing Precoated Galvanised Iron Profile Sheets (Size, Shape And Pitch Of Corrugation As Approved By Engineer-In-Charge) Of Total Coated Thickness 0.50 Mm (Base Metal Of Minimum 0.45 Mm Thickness With Total Coating Thickness Of 0.05Mm) With Zinc Coating 120 Grams Persqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns. Sheet Should Have Protective Guard Film Of 25 Microns Minimum To Avoid Scratches During Transportation And Should Be Supplied In Single Length Upto 12 Metre Or As Desired By Engineer-In-Charge. The Sheet Shall Be Fixed Using Self Drilling /Self Tapping Screws Of Size (5.5X 55 Mm) With Epdm Seal, Complete Upto Any Pitch In Horizontal/ Vertical Or Curved Surfaces, Excluding The Cost Of Purlins, Rafters And Trusses And Including Cutting To Size And Shape Wherever Required. , Providing Ridges Or Hips Of Width 60 Cm Overall Width Plain G.S. Sheet Fixed With Polymer Coated J Or L Hooks, Bolts And Nuts 8 Mm Dia G.I. Limpet And Bitumen Washers Complete , Providing And Fixing Precoated Galvanised Steel Sheet Roofing Accessories Of Total Coated Thickness 0.50 Mm (Base Metal Of Minimum 0.45 Mm Thickness With Total Coating Thickness Of 0.05 Mm) With Zinc Coating 120 Gram Per Sqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns Using Self Drilling/ Self Tapping Screws Complete :Gutter (600 Mm Over All Girth) , 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.). , Providing And Fixing False Ceiling At All Heights With Integral Densified Calcium Silicate Reinforced With Fibre And Natural Filler False Ceiling Tiles Of Size 595X595 Mm Of Approved Texture, Design And Patterns Having Nrc (Noise Reduction Coefficient) Of 0.50 (Minimum) As Per Is 8225:1987, Light Reflectance Of 85% (Minimum). Non Combustible As Per Bs:476 (Part-4), Fire Performance As Per Bs:476 (Part 6 &7), Humidity Resistance Of 100%, Thermal Conductivity 0.043 W/M K As Per Astm 518:1991, In True Horizontal Level Suspended On Inter-Locking Metal Powder Coated T-Grid Of Hot Dipped Galvanised Iron Section Of 0.40 Mm Thick On Silhouette Profile,Rotary Stiched Double Webbed White With 6 Mm Reveal Profile (White/ Black),Comprising Of Main-T Runners Of Size 15X42 Mm Of Length 3000 Mm, Cross - T Of Size 15X42 Mm Of Length 1200 Mm And Secondary Intermediate Cross-T Of Size 15X42 Mm Of Length 600 Mm To Form Grid Module Of Size 600 X 600 Mm, Suspended From Ceiling Using Galvanised Mild Steel Items (Galvanizing @ 80 Grams Per Sqm) I.E. 50 Mm Long, 8 Mm Outer Diameter M-6 Dash Fasteners, 6 Mm Dia Fully Threaded Hanger Rod Upto 1000 Mm Length And L-Shape Level Adjuster Of Size 85X25x2 Mm. Galvanised Iron Perimeter Wall Angle Of Size 22X19x0.40 Mm Of Length 3000 Mm To Be Fixed On Periphery Wall / Partition With The Help Of Plastic Rawl Plugs At 450 Mm Center To Center And 40 Mm Long Dry Wall S.S Screws. The Work Shall Be Carried Out As Per Specifications, Drawing And As Per Directions Of The Engineer-In-Charge.With 15 Mm Thick Integral Densified Micro Edge Light Weight Calcium Silicate False Ceiling Tiles , Providing And Fixing Thermal Insulation Of Ceiling (Under Deck Insulation) With Resin Bonded Rockwool Conforming To Is: 8183,Density 48 Kg/ M3, 50 Mm Thick, Wrapped In 200 G Virgin Polythene Bags Fixed To Ceiling With Metallic Cleats (50X50x3 Mm) @ 60 Cm And Wire Mesh Of 12.5 Mm X 24 Gauge Wire Mesh, For Top Most Ceiling Of Building. , Providing And Fixing Aluminium Sliding Door Bolts, Isi Marked Anodised (Anodic Coating Not Less Than Grade Ac 10 As Per Is : 1868), Transparent Or Dyed To Required Colour Or Shade, With Nuts And Screws Etc. Complete :250X16 Mm , Providing And Fixing Aluminium Tower Bolts, Isi Marked, Anodised (Anodic Coating Not Less Than Grade Ac 10 As Per Is : 1868 ) Transparent Or Dyed To Required Colour Or Shade, With Necessary Screws Etc. Complete :250X10 Mm , Providing And Fixing Aluminium Handles, Isi Marked, Anodised (Anodic Coating Not Less Than Gradeac 10 As Per Is : 1868) Transparent Or Dyed To Required Colour Or Shade, With Necessary Screws Etc. Complete :125 Mm , Providing & Fixing Glass Panes With Putty And Glazing Clips In Steel Doors, Windows, Clerestory Windows Alll Complete With5.5 Mm Thick Glass Panes , Providing Fixing 8Mm Diacp/Ss Jet With Flexible Tube Up To 1 Meter Long With Ss Triangular Plate To Eureopean Type Wc Of Quality And Make As Approved By Engineer In Charge , Constructing Brick Masonry Chamber For Underground C.I. Inspection Chamber And Bends With 75 Class Designation Bricks In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) C.I. Cover With Frame (Light Duty) 455X610 Mm Internal Dimensions, Total Weight Of Cover With Frame To Be Not Less Than 38 Kg (Weight Of Cover 23 Kg And Weight Of Frame 15 Kg) Reinforced Cement Concrete Top Slab With 1:2:4 Mix (1 Cement :2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size) Foundation Concrete 1:5:10 (1 Cement: 5 Fine Sand : 10 Graded Stone Aggregate 40 Mm Nominal Size), Inside Plastering 12 Mm Thick With Cement Mortar 1:3 (1 Cement: 3 Coarse Sand) Finishedwith F.P.S. Bricksinside Dimensions 455X610 Mm And 45 Cm Deep For Single Pipe Line : , Providing And Fixing Isi Marked Flush Door Shutters Conforming To Is : 2202 (Part I) Non-Decorative Type, Core Of Block Board Construction With Frame Of 1St Class Hard Wood And Well Matched Commercial 3 Ply Veneering With Vertical Grains Or Cross Bands And Face Veneers On Both Faces Of Shutters:30 Mm Thick Including Isi Marked Stainless Steel Butt Hinges With Necessary Screws , Providing And Fixing Glazed Shutters For Doors, Windows And Clerestory Windows Using 4 Mm Thick Float Glass Panes (Weight Not Less Than 10 Kg Per Sqm) Fixing With Isi Marked M.S. Pressed Butt Hinges Bright Finished Of Required Size Wit H Necessary Screws .Second Class Teak Wood30 Mm Thick , 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 , Providing And Fixing White Vitreous China Laboratory Sink With C.I. Brackets, C.P. Brass Chain With Rubber Plug, 40 Mm C.P Brass Waste And 40Mm C.P. Brass Trap With Necessary C.P. Brass Unions Complete, Including Painting Of Fittings And Brackets, Cutting And Making Good The Wall Wherever Required :Size 600X450x200 Mm , Providing And Fixing Factory Made Upvc Glazed/Wire Mesh Windows/ Doors Comprising Of Lead Free Upvc Multi-Chambered Frame, Sash And Mullion/Coupler (Where Ever Required) Extruded Profiles Having Minimum Wall Thickness Of 1.70 Mm For Series R1 And R2 Profiles And 2.10 Mm For Series R3 And R4 Profiles Conforming To En: 12608 In Any Shape, Colour And Design Duly Reinforced With Galvanized Mild Steel Section Made Of Required Shape & Size As Per Cpwd Specification, Upvc Extruded Glazing Beads, Interlocks And Lnline Sash Adaptor (Where Ever Required) Of Appropriate Dimension, Epdm Gasket, Hardware, Ss 304 Grade Fasteners Of Minimum 8 Mm Dia With Countersunk Head, Comprising Of Matching Polyamide Pa6 Grade Sleeve For Fixing Frame To Finished Wall As Per Is 1367 : Part 1 To 14, Plastic Packers, Plastic Caps And Necessary Stainless Steel Screws Etc. Profile Of Frame, Sash &Mullion (If Required) Shall Be Mitred Cut And Fusion Welded/Mechanically Jointed Duly Sealed At All Corners, Including Drilling Of Holes For Fixing Hardware And Drainage Of Water Etc. After Fixing Frame The Gap Between Frame And Adjacent Finished Wall Shall Be Filled With Weather Proof Silicon Sealant Over Backer Rod Of Approved Size And Quality, All Complete As Per Approved Drawing Conforming To Cpwd Specification & Direction Of Engineer-In-Charge. Section Of Steel Reinforcement And Cross Sections Of Upvc Profiles To Be As Per Design Approved By Engineer-In-Charge. Three Track Three Panels Sliding Window With Two Glazed & One Wire Mesh Panels With Aluminium Channel For Roller Track, Wool Pile, Nylon Rollers With Ss 304 Body. , Dismantling Old Plaster Or Skirting Raking Out Joints And Cleaning The Surface Forplaster Including Disposal Of Rubbish To The Dumping Ground Within 50 Metres Lead. , Providing And Laying Polished Granite Stone Flooring In Requireddesign And Patterns, In Linear As Well As Curvilinear Portions The Building, All Complete As Per The Architectural Drawings, With18 Mm Thick Stone Slab Over 20 Mm (Average) Thick Base Of Cementmortar 1:4 (1 Cement : 4 Coarse Sand), Laid And Jointed With Cementslurry And Pointing With White Cement Slurry Admixed Withpolishing Etc. All Complete As Specified And As Directed By Theengineer-In-Charge.Polished Granite Stone Slab Jet Black, Cherry Red, Elitbrown, Cat Eye Or Equivalent. , Dismantling Doors, Windows And Clerestory Windows (Steel Or Wood) Shutter Including Chowkhats, Architrave, Holdfasts Etc. Complete And Stacking Within 50 Metres Lead :Of Area 3 Sq. Metres And Below , Disposal Of Moorum/Building Rubbish/ Malba/ Similar Unserviceable , Dismantled Or Waste Material By Mechanical Transport Including Loading, Transporting , Unloading To Approved Municipal Dumping Ground For Lead Upto 1 0 Km For All Lifts, Complete As Per Directions Of Engineer-In-Charge . , Providing And Fixing White Vitreous China Laboratory Sink With C.I. Brackets, C.P. Brass Chain With Rubber Plug, 40 Mm C.P Brass Waste And 40 Mm C.P. Brass Trap With Necessary C.P. Brass Unions Complete, Including Painting Of Fittings And Brackets, Cutting And Making Good The Wall Wherever Required : Size 600X450x200 Mm , Dismantling Tile Work In Floors And Roofs Laid In Cement Mortar Including Stacking Material Within 50 Metres Lead.For Thickness Of Tiles 10 Mm To 25 Mm , Providing And Fixing Aluminium Work For Doors, Windows, Ventilators And Partitions With Extruded Built Up Standard Tubular Sections/ Appropriate Z Sections And Other Sections Of Approved Make Conforming To Is: 733 And Is 1285, Fixing With Dash Fasteners Of Required Dia And Size, Including Necessary Filling Up The Gaps At Junctions, I.E. At Top, Bottom And Sides With Required , Providing And Fixing Glazing In Aluminium Door, Window, Ventilator Shutters And Partitions Etc. With Epdm Rubber / Neoprene Gasket Etc. Complete As Per The Architectural Drawings And The Directions Of Engineer-In-Charge . (Cost Of Aluminium Snap Beading Shall Be Paid In Basic Item):With Float Glass Panes Of 5 Mm Thickness (Weight Not Less Than 12.50 Kg/Sqm) , Providing And Fixing 12 Mm Thick Prelaminated Particle Board Flat Pressed Three Layer Or Graded Wood Particle Board Conforming To Is: 12823 Grade L Type Ll, In Panelling Fixed In Aluminum Doors, Windows Shutters And Partition Frames With C.P. Brass / Stainless Steel Screws Etc. Complete As Per Architectural Drawings And Directions Of Engineer-In-Charge.Pre-Laminated Particle Board With Decorative Lamination On One Side And Balancing Lamination On Other Side , Providing And Fixing Factory Made Upvc Glazed/Wire Mesh Windows/ Doors Comprising Of Lead Free Upvc Multi-Chambered Frame, Sash And Mullion/Coupler (Where Ever Required) Extruded Profiles Having Minimum Wall Thickness Of 1.70 Mm For Series R1 And R2 Profiles And 2.10 Mm For Series R3 And R4 Profiles Conforming To En: 12608 In Any Shape, Colour And Design Duly Reinforced With Galvanized Mild Steel Section Made Of Required Shape & Size As Per Cpwd Specification, Upvc Extruded Glazing Beads, Interlocks And Lnline Sash Adaptor (Where Ever Required) Of Appropriate Dimension, Epdm Gasket, Hardware, Ss 304 Grade Fasteners Of Minimum 8 Mm Dia With Countersunk Head, Comprising Of Matching Polyamide Pa6 Grade Sleeve For Fixing Frame To Finished Wall As Per Is 1367 : Part 1 To 14, Plastic Packers, Plastic Caps And Necessary Stainless Steel Screws Etc. Profile Of Frame, Sash & Mullion (If Required) Shall Be Mitred Cut And Fusion Welded/Mechanically Jointed Duly Sealed At All Corners, Including Drilling Of Holes For Fixing Hardware And Drainage Of Water Etc. After Fixing Frame The Gap Between Frame And Adjacent Finished Wall Shall Be Filled With Weather Proof Silicon Sealant Over Backer Rod Of Approved Size And Quality, All Complete As Per Approved Drawing Conforming To Cpwd Specification & Direction Of Engineer-In-Charge. Section Of Steel Reinforcement And Cross Sections Of Upvc Profiles To Be As Per Design Approved By Engineer-In-Charge.Using R2 Series With Frame (39 Mm & Above) X (39 Mm & Above). (Height Upto 1.2 Metre) , Making Soak Pit 2.5 M Diameter 3.0 Metre Deep With 45 X 45 Cm Dry Brick Honeycomb Shaft With Bricks And S.W. Drain Pipe 100 Mm Diameter, 1.8 M Longcomplete As Per Standard Design.With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 , 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, Lift Upto 1.5 M, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M.In All Kinds Of Soil. , Brick Work With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Cement Mortar 1 :6 (1 Cement: 6 Coarse Sand) , Cement Plaster 1:3 (1 Cement: 3 Coarse Sand) Finished With A Floating Coat Of Neat Cement.20 Mm Cement Plaster
Contract Date: Jun 15, 2026 Contract Value : 19.78 Lakh
Government Departments No of Bidders 5
Uttarakhand View Result →
23.
Public Administrative Department #11290947 Technical Bid
Tender for Cartage Of Malva, Silt, Sludge Kankar And Other Disposable Organic Material Etc. All Complete With Labour T&P Including Cartage Of 8 Km. (Chapter No.3 Si.No.8) , Cartage Of Earth/Malva Up To 90 Meters By Head Load (1 Chain Only) Including Loading & Unloading Etc. All Complete. (3-Chapter Sr..No.234) , Cartage Of Earth/Malva Up To 90 Meters By Head Load (2 Chain Only) Including Loading & Unloading Etc. All Complete. (3-Chapter Sr..No.234) , Cartage Of Earth/Malva Up To 90 Meters By Head Load (3 Chain Only) Including Loading & Unloading Etc. All Complete. (3-Chapter Sr..No.234) , Earth Work In Filling In Ordinary Soil (Loam, Clay Or Sand) Including, Lift Up To 1.50 M And Lead Up To 30M And Including Filling Watering And Ramming Of Excavated The Building And The Sides Of Foundation Trenches Or Into The Plinth And Removal And Disposal Of Surplus Earth As Directed By The Engineer-In-Charge Up To A Distance Of 8Km. Form The Foundation Trenches Including Royalty@ 9.00 Per Cum. (Chapter No.4 Pwd.Sch.-253(A)+ Cptr No. 3 1 To 8 Km.) , Earth Work In Excavation In Foundation In Ordinary Soil (Loam, Clay Or Sand) Including, Lift Up To 1.50 M And Lead Up To 30M And Including Filling Watering And Ramming Of Excavated The Building And The Sides Of Foundation Trenches Or Into The Plinth And Removal And Disposal Of Surplus Earth As Directed By The Engineer-In-Charge Up To A Distance Of 30 M Form The Foundation Trenches. (Rate Including Royalty Of Earth Also) (4-Chapter Si.No.1) , Earth Work In Excavation In Foundation In Ordinary Soil Mixed With Moorum Shingle Kankar Requiring The Use Of Special Tools And Plants Such A Pick Axes Subbals Etc. Including, Lift Up To 1.50 M And Lead Up To 30M And Including Filling Watering And Ramming Of Excavated The Building And The Sides Of Foundation Trenches Or Into The Plinth And Removal And Disposal Of Surplus Earth As Directed By The Engineer-In-Charge Up To A Distance Of 30 M Form The Foundation Trenches. (Rate Including Royalty Of Earth Also) (4-Chapter Si.No.1) , Extra For Earth Work In Embankment Mechanically Compacted To 98% Proctor Density Ln Ordinary Soil, Excavation To Be Done Form Of Regular Pits Not Exceeding 0.5Mtr In Depth And Work In Embankment To Be In 20Cm Layer Including Ramming And Dressing Pulverization Surfacing Including Supply Of Labour, T&P, Roller And Water Sprinkle , Back Filling Available Excavated Earth (Excluding Rock) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20 Cm In Depth: Consolidating Each Deposited Layer By Ramming And Watering, Lead Up To 50M And Lift Upto 1.5 M Incl. Cost Of All Labor Complete As Per Specifications , Earth Work In Excavation In Ordinary Soil With Manually/Hydrolic Excavater In Foundation/Trench Or Drains. (A) Lift Up 1.50M To 3M. , Supply & Fixing 3.5Kg And Or As Specified By The Manufacture, Harderner In Trexim Concrete Per Sqm. , Earth Work In Excavation In Ordinary Soil With Manually/Hydrolic Excavater In Foundation/Trench Or Drains. (A) Lift Up 3.00M To 4.50M. , Cleaning Jungles Including Uprooting Of Trunk Vegetation Grass, Bushes, Wood Trees And Sapling Of Girth Upto 30Cm Measured At A Height Of 1 Meter Above Ground Level And Removal Of Rubbish Upto A Distance Of 50 Meters Out Side The Periphery Of Area Cleared. , Removal Of Silt For Nala/Nali In Liquid Mud Or Faul Position With Special T&P Including Lead 30M And Lift Up To 3.00M Etc. All Complete. (As Per Attached Sanctioned Rate Analysis) , Earth Work In Excavation In Ordinary Soil With Manually/Hydrolic Excavater In Foundation/Trench Or Drains. (A) Lift Up 4.50M To 6.00M. , Earth Work In Cutting Or In Embankment In Ordinary Soil Excavation To Be In The Form Of A Regular Pits Not Exceeding 0.50M In Depth And Earth Work In Embankment To Be In 20Cm Layers Including Ramming And Dressing The Surface To Required Lavels And Slops And Also Including 1.5 M Lift And 30 M Lead. The Earth In Form Of Cutting (B) To Be Used As Spoil Banks Within 50M Distance As Directed By The Engineer-In-Charge Etc. All Complete. (4-Chapter Si.No.3) , Sand Filling In Plinth Including Supply Of Necessary Quality Of Local Sand From A Distance Not Exceeding 8 Kms From The Site Of Work And Including Watering Dressing Etc.Required For Proper Completion Of Work (Chapter No.4 Si.No.6 ) , Providing And Laying Cement Concrete In 1:5:10 (1 Cement :5 Fine Sand 10 Stone Ballast 40 Mm Gauges) And Curing Complete, Including Cost Of Form Work In Foundation And Floors. (5-Chapter Sr.No.1) , Providing And Laying Cement Concrete In 1:4:8 (1 Cement:4 Coarse Sand :8 Graded Stone Aggregate 40 Mm Nominal Size) And Curing Complete, Lncluding Cost Of Form Work. In Foundation And Floors (5-Chapter Sr.No.2) , Providing And Laying Cement Concrete In 1:3:6 (1 Cement: 3 Coarse Sand :6 Gladed Stone Aggregate 40 Mm Nominal Size) And Curing Complete, Lncluding Cost Of Form Work In Foundation And Floors. (5-Chapter Sr.No.3) , Providing And Laying Cement Concrete In 1:3:6 (1 Cement: 3 Coarse Sand:6 Graded Stone Aggregate 20 Mm Nominal Size) And Curing Complete, Lncluding Cost Of Form Work. In Foundation And Floors. (5-Chapter Sr.No.5) , Providing And Laying Cement Concrete In 1:2:4 (1 Cement: 2 Coarse Sand :4 Graded Stone Aggregate 40 Mm Noffrinal Size) And Curing Complete, Lncluding Cost Of Form Work. Ln Foundation And Floors..(5-Chapter Sr.No.6 Si.No..4.1.3) , Providing And Laying Cement Concrete In 1:1.5:3 (1Cement : 1.5 Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size) And Curing Complete, Lncluding Cost Of Form Work. Ln Foundation And Floors. (5-Chapter Sr.No.7) , Reinforced Cement Concrete Work Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete, Including The Cost Of Centering, Shuttering, Finishing And Excluding Reinforcement -All Work Up To Plinth Level: 1:2:4 (1Cement: 2 Coarse Sand :4 Graded Stone Aggregate 20 Mm Nominal Size) , Reinforced Cement Concrete Work Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete , Including The Cost Of Centering, Shuttering, Finishing And Excluding Reinforcement - All Work Up To Plinth Leuel:1:2:4 In Raft Foundation (1Cement: 2 Coarse Sand :4 Graded Stone Aggregate 20 Mm Nominal Size) , Reinforced Cement Concrete Work Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete, Including The Cost Of Centering, Shuttering, Finishing And Excluding Reinforcement - All Work Trp To Plinth Level : 1:1.5:3 (1 Cement:1.5 Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size) Ch-S Si No- 5,1.2 , Reinforced Cement Concrete Work Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete,Slab Including The Cost Of Centering, Shutterang, Finishing And Excluding Reinforcement - Above Plinth Level Upto Fifth Floor Lable : 1:1.5:3 (1 Cement : 1.5 Coarse Sand : 3 Graded Stone , Reinforced Cement Concrete Work In Walls/Columns (Any Thickness), Including Attachedpilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abulments, Posts And Struts Etc. Including Cost Of Centering, Shuttering, Finishing And Excluding Reinforcement:1:1.5:3 (1 Cement: 1.5 Coarse Sand ;3 Graded Stone Aggregate 20 Mm Nominal Size) Upto Plinth Level , Reinforced Cement Concrete Work In Walls/Columns (Any Thickness), Including Attachedpilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abulments, Posts And Struts Etc. Including Cost Of Centering, Shuttering, Finishing And Excluding Reinforcement:1:1.5:3 (1 Cement: 1.5 Coarse Sand ;3 Graded Stone Aggregate 20 Mm Nominal Size) Above Plinth Level Upto Fifth (V) Floor Lable , Reinforced Cement Concrete Work In Beams, Suspended Floors, Roofs Having Balconies, Shelves, Chajjas, Bands, Staircases And Spiral Stair Cases Above Plinth Level Up To Floor Five Level, Including The Cost Of Centering, Shuttering, Finishing Exlcuding Reinforcement, With 1:1.5:3 In Heavier Beam (1 Cement: 1.5 Coarse Sand(Zone-Lll) : 3 Graded Stone). , 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 And Including The Cost Of Centering, Shuttering, Finishing But Excluding Reinforcement, Including Admixtures In Recommended Proporlions As Per Ls: 9103 To Accelerate, Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability As Per Direction Of Engineer-Incharge.(Note :- Cement Content Considered In This Item Is @ 330 Kg/Cum. Excess/ Less Cement Used As Per Design Mix Is Payable / Recoverable Separately).All Work Up To Plinth Level (5-Chapter S.I. No.-16) , 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 And Including The Cost Of Centering, Shuttering, Finishing But Excluding Reinforcement, Including Admixtures In Recommended Proporlions As Per Ls: 9103 To Accelerate, Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability As Per Direction Of Engineer-Incharge.(Note :- Cement Content Considered In This Item Is @ 330 Kg/Cum. Excess/ Less Cement Used As Per Design Mix Is Payable / Recoverable Separately).All Works Above Plinth Level Upto Floor V Level (5-Chapter S.I. No.-16) , Class-150 (Non Modular) Brick Work In 1:6 Cement And Coarse Sand Mortar In Foundation And Plinth Including Supply Of All Materials, Labour And T&P Etc. Required For Proper Completion Of The Work.. ( Chapter No. 06 Sr.No. 1) , Class-150 Brick Work In 1:4 Cement And Coarse Sand, Mortar In Foundation And Plinth Including Supply Of All Materials, Labor And Tools And Plants, Etc. Required For Proper Completion Of The Work. ( Chapter No. 06 Sr.No. 2) , Class-150 (Non Modular) Brick Work In 1 :4 Cement And Fine Sand Mortar In Foundation And Plinth Including Supply Of All Materials, Labour And T&P Etc. Required For Proper Completion Of The Work (Only 80Mm Thick Wall). (Chapter No. 06 Sr.No.3) , Class-150 (Non Modula0 Brick Work In L:3 Cement And Coarse Sand Mortar In Foundation And Plinth Including Supply Of All Materials, Labour And T&P Etc. Required For Proper Completion Of The Work (Chapter No. 06 Sr.No.4) , Class-150 Brick Work In 1:4 Cement And Coarse Sand, Mortar In Super Structrure Including Supply Of All Materials, Labor And Tools And Plants, Etc. Required For Proper Completion Of The Work. ( Chapte No. 06 S.I. No. 2+5) , Class-150 Brick Work In 1:4 Cement And Coarse Sand, Mortar In Super Structrure Including Supply Of All Materials, Labor And Tools And Plants, Etc. Required For Proper Completion Of The Work. (Chapte No. 06 S.I. No. 2+5) , Class-150 Brick Work In 1:4 Cement And Coarse Sand Mortor In Super Structure Above Plinth Level Upto Floor Five Level For Wall Thickness More Than 12Cm. Including Supply Of All Material, Labour And Tools And Plants Etc. All Complete. {Chapter No.6 Si.No.2+6} , Add Extra To Ltem No. 1 To 4 Above For Super Structure Above Plinth Level Upto Floor Five Level Including Necessary Cutting And Moulding Of Brick Work As Required And Also Including Honey Combed Brick Work In Thickness Of Wall 12Cm And Less. (Chapte No. 06 S.I. No. 2+4) , Add Extra To Ltem No. 1 To 4 Above But In Super Structure Above Plinth Level Upto Floor Five Level Including Necessary Cutting And Moulding Of Brick Work As Required And Also Including Honey Combed Brick Work In Thickness Of Wall 8Cm And Below. (Chapte No. 06 S.I. No. 2+4) , Providing And Laying Damp-Proof Course 40 Mm Thick With Cement Concrete 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 12.5 Mm Nominal Size). {Chapter No.07 Si.No.1} , Providing And Laying Damp-Proof Course 25 Mm Thick With Cement Concrete 1:2.4 (1 Cement : 2 Coarse Sand :4 Graded Stone Aggregate 12.5 Mm Nominal Size). {Chapter No.07 Si.No.2} , Providing & Applying A Coat Of Residual Petroleum Bitumen Of Grade Vg-10 Of Approved Quality Using 1.7K9 Per Square Metre On Damp Proof Course After Cleaning The Surface With Brushes And Finally With Piece Of Cloth Lightly Soaked In Kerosene Oil.. {Chapter No.07 Si.No.3} , Providing And Fixing Lsl Marked Flush Door Shutters Conforming Lo Ls : 2202 (Part L) Decorative Type, Core Of Block Board Construction With Frame Of 1 St Class Hard Wood And Well Matched Teak 3 Ply Veneering With Vertical Grains Or Cross Bands And Face Veneers On Both Faces Of Shutters.Including Lsl Marked Stainless Steel Butt Hinges With Necessary Screws. (Excluding Cost Of Flttings). (A) 35Mm Thick. (Chapter No.9 Si.No.1-9.21.1) , Providing And Fixing Lsl Marked Flush Door Shutters Conforming Lo Ls : 2202 (Part L) Decorative Type, Core Of Block Board Construction With Frame Of 1 St Class Hard Wood And Well Matched Teak 3 Ply Veneering With Vertical Grains Or Cross Bands And Face Veneers On Both Faces Of Shutters.Including Lsl Marked Stainless Steel Butt Hinges With Necessary Screws. (Excluding Cost Of Flttings). (2) 30Mm Thick. (Chapter No.9 Si.No.1-9.21.2) , Providing & Fixing 1.00 Mm Thick Decorative High Pressure Laminated Sheet Of Plain/Wood Grain In Gloss/Matt/Suede Finish With High Density Protective Surface Layer And Reverse Side Of Adhesive Bonding Uality Conforming To Is : 2046 Type S, Including Cost Of Aadhesive Of Approved Quality. , Providing And Fixing Factory Made Panel Pvc Door Shutter Consisting Of Frame Made Out Of M.S. Tubes Of 19 Gauge Thickness And Size Of 19 Mm X 19 Mm For Styless And 15X15 Mm For Top & Bottom Rails. M.S. Frame Shall Have A Coat Of Steel Primers Of Approved Make And Manufacture. M.S. Frame Covered With 5 Mm Thick Heat Moulded Pvc C Channel Of Size 30 Mm Thickness, 70 Mm Width Out Of Which 50 Mm Shal Be Flat And 20 Mm Shalll Be Tapered In 45 Degree Angle On Both Sides Forming Styless And 5 Mm Thick, 95 Mm Wide Pvc Sheet Out Of Which 75 Mm Shall Be Flat And 20 Mm Shall Be Tapered In 45 Degree On The Inner Side To Form Top And Bottom Rail And 115 Mm Wide Pvc Sheet Out Of Which 75 Mm Shall Be Flat And 20 Mm Shall Be Tapered On Both Sides To Form Lock Rail And Lock Rails Shall Be Top, Bottom And Lock Rails Shall Be Provided Both Sides Of The Panel. 10 Mm (5 Mm X 2) Thick, 20 Mm Wide Cross Pvc Sheet Be Provided As Gap Insert For Top Rail & Bottom Rail. Paneling Of 5 Mm Thick Both Side Pvc Sheet To Be Fitted In The M.S. Frame Welded/Sealed To The Styles & Rails With 7 Mm (5 Mm + 2 Mm) Thick X 15 Mm Wide Pvc Sheet Beading On Inner Side, And Joined Together With Solvent Cement Adhesive. An Additional 5 Mm Thick Pvc Strip Of 20 Mm Width Is To Be Stuck On The Interrior Side Of The C Channel Using Pvc Solvent Adhesive Etc. Complete As Per Direction Of Engineer-In-Charge, Manufacturers Specification & Drawing.30 Mm Thick Pre Laminated Pvc Door Shutters , Providing And Fixing Aluminium Work For Doors, Windows, Ventilators And Partitions With Extruded Built Up Standard Tubular Sections/ Appropriate Z Sections And Other Sections Of Approved Make Conforming To Ls: 733 And Ls: 1285, Fixing With Dash Fasteners Of Required Dia And Size, Including Necessary Filling Up The Gaps At Junctions, I.E. At Top, Bottom And Sides With Required Epdiv] Rubbe, Neoprene Gasket Etc. Aluminium Sections Shall Be Smooth, Rust Free, Straight, Mitred And Jointed Mechanically Wherever Requlred Including Cleat Angle, Aluminium Snap Beading For Glazing / Paneling, C.P. Brass / Stainless Steel Screws, All Complete As Per Architectural Drawings And The Directions Of Engineer-In-Charge. (Glazing, Paneling And Dash Fasteners To Be Paid For Separately) :For Shutters Of Doors, Windows & Ventilators Including Providing And Fixing Hinges / Pivots And Making Provision For Fixing Of Fittings Wherever Required Including The Cost Of Epdm Rubber / Neoprene Gasket Required (Fittings Shall Be Paid For Separately). Anodised Aluminium (Anodised Transparent Or Dyed To Required Shade According To Ls: 1868, Minimum Anodic Coating Of Grade Ac 15) , Providing And Fixing Aluminium Work For Doors, Windows, Ventilators And Partitions With Extruded Built Up Standard Tubular Sections/ Appropriate Z Sections And Other Sections Of Approved Make Conforming To Ls: 733 And Ls: 1285, Fixing With Dash Fasteners Of Required Dia And Size, Including Necessary Filling Up The Gaps At Junctions, I.E. At Top, Bottom And Sides With Required Epdiv] Rubbe, Neoprene Gasket Etc. Aluminium Sections Shall Be Smooth, Rust Free, Straight, Mitred And Jointed Mechanically Wherever Requlred Including Cleat Angle, Aluminium Snap Beading For Glazing / Paneling, C.P. Brass / Stainless Steel Screws, All Complete As Per Architectural Drawings And The Directions Of Engineer-In-Charge. (Glazing, Paneling And Dash Fasteners To Be Paid For Separately) :For Shutters Of Doors, Windows & Ventilators Including Providing And Fixing Hinges / Pivots And Making Provision For Fixing Of Fittings Wherever Required Including The Cost Of Epdm Rubber / Neoprene Gasket Required (Fittings Shall Be Paid For Separately). Powder Coated Aluminium (Minimum Thickness Of Powder Coating 50 Micron) , Provdmg And Fixing Glazing In Aluminium Door, Window, Ventilator Shutters And Partitions Etc. With Epdm Rubber/ Neoprene Gasket Etc. Complete As Per (Cost Of Aluminium Snap Bead:Ng Shall Be Paid In Basic Item): With Float Glass Panes Of 4.0 Mm Thickness , Provdmg And Fixing Glazing In Aluminium Door, Window, Ventilator Shutters And Partitions Etc. With Epdm Rubber/ Neoprene Gasket Etc. Complete As Per (Cost Of Aluminium Snap Bead:Ng Shall Be Paid In Basic Item):With Float Glass Panes Of 5.5 Mm Thickness , Provdmg And Fixing Glazing In Aluminium Door, Window, Ventilator Shutters And Partitions Etc. With Epdm Rubber / Neoprene Gasket Etc. Complete As Per (Cost Of Aluminium Snap Bead:Ng Shall Be Paid In Basic Item):With Float Glass Panes Of 8.0 Mm Thickness , Providing And Fixing Double Action Hydraulic Floor Spring Of Approved Brand And Manufacture Conforming To Is : 6315 , Having Brand Logo Embossed On The Body/ Plate With Double Spring Mechanism And Door Weight Upto 125 Kg, For Doors Including Cost Of Cutting Floors ,Embeding In Floors As Required And Making Good The Same Matching To The Existing Floor . Finishing And Cover Plates With Brass Pivot And Single Piece M.S. Sheet Outer Box With Slide Plate Etc. Complete As Per The Direction Of Entineer-In-Charge. With Stainless Steel Cover Plate Minimum 1.25 Mm Thickness. , Providing And Tixing Factory Made Upvc White Colour Casement/ Casement Cum Frxed Glazed Door Comprising Of Upvc Multi-L Chambered Frame. Sash And Mullion (Where Ever Required) Extrlcled Profiles Dl,Ly Reinforced With 1.60 T 0 2 Mm Thick I Galvalized Mild Steel Section Made From Roll Forming Process Of Iequrred Length {Shape & Size According To Upvc Profile), I Ldvc Extruded Glazing Beads Of Appropriate Dimension. Epdi\/L Gasket. Znc Alloy (White Powder Coated) 3D Hrnges And One Handle On Each Side Of Panels Along With Zinc Plated Mild Steel Rnulti Point Locking Having Transmission Gear, Cylinder With Keeps And One Sicle Key, G.L Fasteners 100 X I Mm Size For Fixing Frame To Finished Wall And Necessary Stainless Steel Screws Etc. Profile Of Frame & Sash Shall Be Mitred Cut And Fusion Welded At All Corners, Mullion (If Required) Shall Be Also Fusion Weldecl Including Drilling Of Holes For Fixing Hardwares And Drainage Of Water Etc. Afier Fixing Frame The Gap Between Frame And Adjacent Finished Wall Shall Be Filled With Weather Proof Silicon Sealent Over Backer Rod Of Required Size And Of Approvecl Quality, All Complete As Per Approved Drawing & Cllrection Of Engineer-In-Charge. (Single I Double Glass Panes And Sllicon Sealent Shall Be Paid Separately) Note: For Upvc Frame, Sash And Mullion Extruded Profiles Minus 5% Tolerance In Dlrnension I.E. In Depth & Width Of Profile Shall Be Acceptable Variation In Profile Dimension In Higher Side Shall Be Accepted But No Extra Payment On This Account Shall Be Made. Casement Door With 3D Hinges Made Of (Big Series) Frame 67 X 64 Rm & Sasn 67 X 1 10 Mm Both Having Wall Thickness Of 2.3 I 0.2 ^Rr Ancl Single Glazing Bead / Double Glazing Bead Of Lappopiate D.Mersion. (Area Of Door Upto L2 00 Sqm). , Providng And Fixing Fictory Made Solid Foam Upvc Profile For Kitchen Cabinet Fram E (45 X 20 Mm) Of Approved Shade, Quality Ancl Make. The Profile Shall Be Laminated On Both Sides, Made From Rigid Foam Sheets (Single Extruded) Having Density 600 Kg/Cum And The Exposed Edges Sealed With Pvc Edge Beading Of Same Shade And Colour. The Frame Shall Be Fire Retardent With Necessary Screw Holding Capacity. Frame Shall Be Fixed To Wall Using Expendable Fastner With Necesary Stainless Steel Screws, All Complete As Per Direction Of Engineer-In- Charge , Providng And Fixing Fictory Made Solid Foam Upvc Profile For Kitchen Cabinet Fram E (45 X 20 Mm) Of Approved Shade, Quality Ancl Make. The Profile Shall Be Laminated On Both Sides, Made From Rigid Foam Sheets (Single Extruded) Having Density 600 Kg/Cum And The Exposed Edges Sealed With Pvc Edge Beading Of Same Shade And Colour. The Frame Shall Be Fire Retardent With Necessary Screw Holding Capacity. Frame Shall Be Fixed To Wall Using Expendable Fastner With Necesary Stainless Steel Screws, All Complete As Per Direction Of Engineer-In- Charge , Steel Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Structural Steel Work In Single Section, Fixed With Or Withoul Connecting Plate, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete. , 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 Heavy Size Such As Trusses Built , 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 40Mm Dia Steel Pulleys, Complete With Bolts, Nuts, Locking Arrangement, Stoppers, Handles, Including Apptying A Priming Coat Of Approved Steel Primer.(Chapter No.10 Si.No.4-10.3) , Supplying And Fixing Rolling Shutters Of Approved Make, Made Of Required Size M.S. Laths, Interlocked Together Through Their Entire Length And Jointed Together At The End By End Locks, Mounted On Specially Designed Pjpe Shaft With Brackets, Side Guides And Arrangements For Inside And Outside Locking With Push And Pull Operation Complete, Including The Cost Of Providing And Fixing Necessary 27.5 Cm Long Wire Springs Manufactured From High Tensile Steel Wire Of Adequate Strength Conforming To Ls: 4454 - Part 1 And L\4.S. Top Cover Of Required Thickness For Rolling Shutters.. 80X1.25 Mm M.S. Laths With 1 .25 Mm Thick Top Cover (Upto 10.00 Sqm).(Chapter No.10 Si.No.4-10.5) , Supplying And Fixing Rolling Shutters Of Approved Make, Made Of Required Size M.S. Laths, Interlocked Together Through Their Entire Length And Jointed Together At The End By End Locks, Mounted On Specially Designed Pipe Shaft With Brackets, Side Guides And Arrangements For Inside And Outside Locking With Push And Pull Operation Complete, Including The Cost Of Providing And Fixing Necessary 27.5 Cm Long Wire Springs Manufactured From High Tensile Steel Wire Of Adequate Strength Conforming To Ls: 4454 - Part 1 And L\Il.S. Top Cover Of Required Thickness For Rolling Shutters.. 80X,1.25 Mm M.S. Laths With 1 .25 Mm Thick Top Cover Extra For Providing Mechanical Device Chain And Crank Operation For Operating Rolling Shutters. Exceeding 10.00 Sqm And Upto 16.80 Sqm/Above In The Area , Steel Work In Built Up Tubular (Round, Square Or Rectangular Hollow Tubes Etc.) Trusses Etc., Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer, Including Welding And Bolted With Special Shaped Washers Etc, Complete. Hot Finished Welded Type Tubes , Supply And Fixing Stainless Steel (Grade 304) Ralling Made Of Hollow Tubes, Channels, Plates Etc. Including Welding, Grinding, Buffing, Polishing And Making Curvature (Wherever Required) And Fitting The Same With Necessary Steel Nuts And Bolts Complete. I/C Fixing The Ralling 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.). (Chapter No.10 Si. No. 14 New) , Providing & Fixing Fly Proof Wire Gauze To Windows, Clerestory Windows & Doors With M.S. Flat 15X3 Mm And Nuts & Bolts Complete Galvanised M.S. Wire Gauze With 0.63 Mm Dia Wire And 1 .4 Mm Aperture On Both Sides , Providing & Fixing Fly Proof Wire Gauze To Windows, Clerestory Windows & Doors With M.S. Flat 15X3 Mm And Nuts & Bolts Complete Stainless Steel (Grade 304) Wire Gauze Of 0.5 Mm Dia Wire And 1.4 Mm Aperture On Both Sides , Painting Top Of Roofs With Bitumen Of Approved Quality @ 17Kg Per 10 Sqm Impregasted With A Cost Of Coarse Sand At 60 Codm Per 10 Sgm, Including Cleaning The Slab Surface With Keroseme Oil Complete : With Residual Type Petroleum Bitmen Of Grade Vg-10 , Providing And Laying Integral Cement Based Water Proofing Itreatment Including Preparation Of Surface As Required For Itreatment Of Roofs, Balconies, Terraces Etc Consisting Of Lfollowing Operations: (A) Applying A Slurry Coat Of Neat Cement Lusing 2.75 Kg/Sqm Of Cement Admixed With Water Proofing Lcompound Conforming To Ls. 2645 And Approved By I E Ng Ineer-In-Charge Over The Reinforced Cement Concrete Slab Including Adjoining Walls Lupto 300 Mm Height Including Cleaning The Surface Before Llreatment. B) Laying Brick Bats With Mortar Using Broken Bricks/Brick Bats 125 Mm To 115 Mm Size With 50% Of Cement Mortar 1:5 (1 L Cement : 5 Coarse Sand) Admixed With Water Proofing Compound Conforming To Ls:2645 And Approved By Engineer-In-Charge Over 20 Mm Thick Layer Of Cement Mortar Of Mix 1:5 (1 Cement :5 Coarse Sand ) Admixed With Water Proofing Compound Conforming To Ls:2645 And Approved By Engineer-In-Charge To Required Slope And Treating Similarly The Adjoining Walls Upto 300 Mm Height Including Rounding Ofjunctions Of Walls And Slabs. (C) After Two Days Of Proper Curing Applying A Second Coat Of Cement Slurry Using 2.75 Kg/ Sqm Of Cement Admixed With Water Proofing Compound Conforming To Lb : 2645 And Approved By Engineer-In-Charge (D) Finishing The Surface With 20 Mm Thick Jointless Cement Mortar Of Mix L:4 (1 Cement :4 Coarse Sand) Admixed With Water Proofing Compound Conforming To Ls:2645 And Approved By Engineer-In-Charge Includlng Laying Glass Fibre Cloth Of Approved Quality In Top Layer Of Plaster And Finally Finjshing The Surface With Lrowel With Neat Cement Slurry And Making Pattern Of 300X300 Mm Square 3 Mm Deep (E) The Whole Terrace So Finished Shall Be Flooded With Water For A Minimum Period Of Two Weeks For Curing And For Final Test.All Above Operations To Be Done In Order And As Directed And Specified By The Engineer-In-Charge :Wth Average Thickness Of 120 Mm And Minimum Thickness At Khurra As 65Mm , Providing Corrugated G.S. Sheet Roofing Including Vertical /Curved Surface Fixed Wit Polymer Coated J Or L Hooks, Bolts And Nuts B Mm Diameter With Bitumen And G.L. Limpet Washers Or With G.L. Limpet Washers Filled With White Lead, Including A Coat Of Approved Steel Primer And Two Coats Of Approved Paint On Overlapping Of Sheets Complete (Up To Any Pitch In Horizontal/Vertical Or Curved Surfaces), Excluding The Cost Of Purlins,Rafters And Trusses And Including Cutting To Size And Shape Wherever Required. 1.00 Mm Thick With Zinc Coating Not Less Than 275 Gm/Sqm , Providing Corrugated G.S. Sheet Roofing Including Vertical /Curved Surface Fixed Wit Polymer Coated J Or L Hooks, Bolts And Nuts B Mm Diameter With Bitumen And G.L. Limpet Washers Or With G.L. Limpet Washers Filled With White Lead, Including A Coat Of Approved Steel Primer And Two Coats Of Approved Paint On Overlapping Of Sheets Complete (Up To Any Pitch In Horizontal/Vertical Or Curved Surfaces), Excluding The Cost Of Purlins,Rafters And Trusses And Including Cutting To Size And Shape Wherever Required. 80 Mm Thick With Zinc Coating Not Less Than 275 Gm/ Sqm , Providing Corrugated G.S. Sheet Roofing Including Vertical /Curved Surface Fixed Wit Polymer Coated J Or L Hooks, Bolts And Nuts B Mm Diameter With Bitumen And G.L. Limpet Washers Or With G.L. Limpet Washers Filled With White Lead, Including A Coat Of Approved Steel Primer And Two Coats Of Approved Paint On Overlapping Of Sheets Complete (Up To Any Pitch In Horizontal/Vertical Or Curved Surfaces), Excluding The Cost Of Purlins,Rafters And Trusses And Including Cutting To Size And Shape Wherever Required. 0.63 Mm Thick With Zinc Coating Not Less Than 275 Gm/ M , Providing And Laying Six Courses Water Proofing Teatment With Bitumen Felt Over, Roofs Consisting Of First, Third And Llfth Course Of Blown Bitumen 85/25 Or 9O/15 Conforming To Ls : 702 Applied Hot @ 1.45, L.2O And 1.45 Kg Per Square Metre Of Area Respitively, Second And Fourth Courses Of Roofing Felt Lype 3 Grade I Conforming To Ls : 1322 (Hessian Based Self Flnished ;Itumen Felt) , Sixth And Final Course Of Stone Grit 6 Mm And Down Size Or Pea Sized Gravel Spread At 6 Cubic Decimeter Per Sqm Iniluding Preparation Of Surface But Excluding Grading, Complete. , 10 Cm Thick (Average) Mud Phaska Of Damped Brick Earth On Roofs Laid To Slope Consolidated And Plastered With 25 Mm Thick Mud Mortar Mixed With Bhusa @ 35 Kg Per Cum Of Earth And Gobri Leaping With Mix 1:1 (1 Clay: 1 Cow Dung) And Covered With Flat Tile Bricks, Grouted With Cement Mortar 1:3 (1 Cement: 3 Fine Sand) Mixed With 2% Of Integral Water Proofing Compound By Weight Of Cement And Finished Neat: With Common Burnt Clay F.P.S.(Non Modular) Brick Tile Of Class Designation 10 , Providing And Fixing Precoated Galvanised Iron Profile Sheets (Size, Shape And Pitch Of Corrugation As Approved By Engineerin-Charge) 0 50 Mm (+ 0.05 %) Total Coated Hickness With Zinc Coating 120 Grams Per Sqm As Per Ls: 277, In 240 Mpa Steel Grade, 5-7 Icrons Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns. Sheet Should Have Protective Guard Film Of 25 Microns Minimum To Avoid Scratches During Transportation And Should Be Supplied In Single Length Upto 12 Metre Or As Desired By Engineer-In-Charge, The Sheet Shall Be Fixed Using Self Drilling /Self Tapping Screws Of Size (5.5X 55 Mm) With Epdm Seal, Complete Upto Any Pitch In Horizontal/ Vertical Or Curved Surfaces, Excluding The Cost Of Purlins, Rafters And Trusses And Including Cutting To Size And Shape Wherever Required. , Providing And Fixing Precoated Galvanised Steel Sheet Roollng Accessories 0.50 Mm (+0.05 %) Total Coated Thickness, Zinc Coating 120 Grams Per Sqm As Per Ls: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns Using Self Drilling/ Self Tapping Screws Complete :Ridges Plain (500 - 600Mm) , Providing And Fixing 12 Mm Thick Prelaminated Particle Board Flat Pressed Three Layer Or Graded Wood Particle Board Conforming To Ls: 12823 Grade Ltype Ll, In Anelling Fixed In Aluminum Doors, Windows Shutters And Partition Frames With C.P. Brass / Stainless Steel Screws Etc. Complete As Per Architectural Drawings And Directions Of Engineer-In-Charge.Pre-Laminated Particle Board With Decorative Lamination On One Side And Balancing Lamination On Other Side , Providing And Fixing 12 Mm Thick Panelling Or Panelling And Glazing In Panelled Or Panelled And Glazed Shutters For Doors, Windows And Clerestory Windows (Area Of Opening For Panel Inserts Excluding Portion Inside Grooves Or Rebates To Be Measured). Panelling For Panelled Or Panelled And Glazed Shutters 25 Mm To 40 Mm Thick. I\4Arine Plywood Conforming To Ls: 710 , Providing And Fixing Tiled False Ceiling Of Specilled Materials Of Size 595X595 Mm In Lrue Horizontal Level, Suspended On Inter Locking Metal Grid Of Hot Dipped Galvanized Steel Sections ( Galvanlzed @ 120 Grams/ Sqtn, Both Side Inclusive) Consisting Of Main T Runner With Suitably Spaced Joints To Get Required Length And Of Size 24X38 Mm Made From 0.30 Mm Thick (Minimum) Sheet, Spaced At 1200 Mm Center To Center And Cross T Of Size 24X25 Mm Made Of 0.30 Mm Thick (Minimum) Sheet, 1200 Mm Long Spaced Between Main T At 600 Mm Center To Center To Form A Grid Of 1200X600 Mm And Secondary Cross T Of Length 600 Mm And Size 24X25 Mm Made Of 0.30 Mm Thick (Minimum) Sheet To Be Interlocked At Middle Of The 1200X600 Mm Panel Lo Form Grids Of 600X600 Mm And Wall Angle Of Size 24X24x0.3 Mm And Laying False Ceiling Tiles Of Approved Texture In The Grid Including, Required Cutting/Making, Opening For Services Like Diffusers, Grills, Iight Fittings, Fixtures, Smoke Detectors Etc. Main T Runners To Be Suspended From Ceiling Using Gl Slotted Cleats Of Size 27 X 37 X 25 X1.6 Mm Fixed To Ceiling With 12.5 Mm Dia And 50 Mm Long Dash Fasteners, 4 Mm Gl Adjustable Rods With Galvanised Butterfly Level Clips Of Size 85 X 30 X 0.8 Mm Spaced At 1200 Mm Center To Center Along Main T, Bottom Exposed Width Of 24 Mm Of All T- Sections Shall Be Pre-Painted With Polyester Paint, All Complete For All Heights As Per Specifications, Drawings And As Directed By Engineer-In-Charge. Gl Metal Ceiling Lay In Plain Tegular Edge Global White Color Tiles Of Size 595X595 Mm, And 0.5 Mm Thick With 8 Mm Drop; Made Of G Lsheet Having Galvanizing Of 100 Gms/Sqm (Both Sides Inclusive) And Electro Statically Polyester Powder Coated Of Thickness 60 Microns (Minimum), Including Factory Painted After Bending , Providing And Fixing False Ceiling At All Heights With Integral Densified Calcium Silicate Reinforced With Fibre And Natural Filler False Ceiling Tiles Of Size 595X595mm Of Approved Texture, Design And Patterns Having Nrc (Noise Reduction Coefficient) Of 0.50 (Minimum) As Per Ls 8225:1987, Light Reflectance Of 85%(Minimum). Non Combustible As Per Bs:476 (Part-4), Fire Performance As Per Bsi476 (Part 6 &7), Humidity Resistance Of 100%, Thermal Conductivity 0.043 W/M K As Per Astm 518:1991,In True Horizontal Level Suspended On Inter- Locking Metal T-Grid Of Hot Dipped Galvanised Iron Section Of 0.33Mm Thick (Galvanized @ 120 Grams Per Sqm Including Both Sides) Comprising Of Main T Runners Of Size 24X38 Mm Of Length 3000 Mm, Cross - T Of Size 24X32 Mm Of Length 1200 Mm And Secondary Intermediate Cross-T Of Size 24X32 Mm Of Length 600Mm To Form Grid Module Of Size 600 X 600 Mm, Suspended From Ceiling Using Galvanised Mild Steel Items (Galvanizing @ 80 Grams Per Sqm) I.E. 50 Mm Long, I Mm Outer Diameter M-6 Dash Fasteners, 6 Mm Dia Fully Threaded Hanger Rod Upto1000 Mm Length And L-Shape Level Adjuster Of Size 85X25x25x2 Mm. Galvanised Iron Perimeter Wall Angle Of Size 24X24x0.40 Mm Ol Length 3000 Mm To Be Fixed On Periphery Wall / Partition With The Help Of Plastic Rawl Plugs At 460 Mm Center To Center And 40 Mm Long Dry Wall S.S Screws. The Work Shall Be Carried Out As Per Specifications, Drawing And As Per Directions Of The Engineer-Incharge. With 15 Mm Thick Tegular Edged Light Weight Calcium Silicate False Ceiling Tiles. , 12Mm Cement Plaster With Cement Mortar In Proportion Of L:4 Cement & Coarse Sand Of Single Coat For Interior Plastering Upto Flool Two Level Including Internal Rounded Angles Chamfers, And Rounded Angles Not Exceedlng 80Mm. Ln Girth And Finished Even And Smooth. , 12Mm Cement Plaster With Cement Mortar In Proportion Of L:6 Cement & Coarse Sand Of Single Coat For Interior Plastering Upto Flool Two Level Including Internal Rounded Angles Chamfers, And Rounded Angles Not Exceedlng 80Mm. Ln Girth And Finished Even And Smooth. , 12Mm Cement Plaster With Cement Mortar In Proportion Of 1:4 Cement & Fine Sand (Not Less Than In 1.25 Fm) Of Single Coat For Interior Plastering Upto Floor Two Level Including Internal Rounded Angles Chamfers, And Rounded Angles Not Exceeding 80Mm. Ln Girth And Finished Even And Smooth. , 15Mm Cement Plaster With Cemeni Mortar In Proportion Of 1:3 Cement &.Coarse Sand Of Single Coat For Exterior Plastering Upto Floor Two Level Including Internal Rounded Angles Chamfers, And Rounded Angles Not Exceeding 80Mm. Ln Girth And Finished Even And Smooth. , 15Mm Cement Plaster With Cemeni Mortar In Proportion Of 1:4 Cement &.Coarse Sand Of Single Coat For Exterior Plastering Upto Floor Two Level Including Internal Rounded Angles Chamfers, And Rounded Angles Not Exceeding 80Mm. Ln Girth And Finished Even And Smooth. , 20 Mm Cement Plaster 1:3 (L Cement:3 Coarse Sand) Linished With A Floating Coat Of Neat Cement. , 20Mm Cement Plaster With Cement Mortar In Proportion Of L:4 Cement & Coarse Sand Of Single Coat For Interior Plastering Upto Floor Two Level Including Internal Rounded Angles Chamfers, And Rounded Angles Not Exceeding Bomm. Ln Girth And Finished Even And Smooth , 6Mm Thick Celling Plaster 1:3 (1 Cement :3 Fine Sand) Cement & Fine Sand In F.M Not Less Than 1.25, 1:3 Including Chipping Of Reinforced Cement Concrete Surface Before Celing Plaster. The Cost Of Including At Material, Labor T&P And Scafolding Etc Complete. (Chapter No.13 Si.No.13) , Supply/Fixing Chequerred Precast Cement Concrete Tiles 22 Mm Thick In Footpath & Courtyard, Jointed With Neat Cement Slurry Mixed With Pigment To Match The Shade Of Tles, Including Rubbing And Cleaning Etc. Complete, On 20 Mm Thick Bed Of Cement Morlar1:4 (1 Cement: 4 Coarse Sand) , Supply/Fixing Chequerred Precast Cement Concrete Tiles 22 Mm Thick In Footpath & Courtyard, Jointed With Neat Cement Slurry Mixed With Pigment To Match The Shade Of Tiles, Including Rubbing And Cleaning Etc. Complete, On 20 Mm Thick Bed Of Cement Mortar 1:4 (1 Cement: 4 Coarse Sand). Including 50Mm Thick Base With Concrete 1:4Rb Complete As Per E/L , Marble Tiles Stone Slabs 18 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 , Marble Stone Flooring With 20 Mm Thick Marble Stone, As Per Sample Of Marble Approved By Engineer-In-Charge, Over 20 Mm (Average) Thick Base Of Coment Mattar 1:4 (1 Cement: 4 Coarse Sand) Lald And Jointed Wlth Grey Cement Slurry, Including Rubbing And Polishing Complete With : Marble White Dhungriquality , Marble Stone Flooring With 20 Mm Thick Marble Stone, As Per Sample Of Marble Approved By Engineer-In-Charge, Over 20 Mm (Average) Thick Base Of Coment Mattar 1:4 (1 Cement: 4 Coarse Sand) Lald And Jointed Wlth Grey Cement Slurry, Including Rubbing And Polishing Complete With: White Alebeta White Stone , 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 , Kota Stone Slabs 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 Mm Thick Fine Dressed Stone Flooring Over 20 Mm (Average) Thick Base Of Cement Moftar 1:5 (L Cement: 5 Coarse Sand)With Joints Finished Flush.Red Sand Stone , Prividing & Laying Ceramic Non Skid Floor Tiles Of Size 300X300 Mm (Thickness To Be Specified By The Manufacturer) Of 1St Quality Conforming Tq Ls : 15622 Of Approved Make In Colours Such As White, Lvory, Grey, Fume Red Brown, Laid On 20 Mm Thick Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), Jointing With Grey Cement Slurry @ 3.3 Kg/Sqm Including Pointing The Ioints With White Cement And Matching Pigment Etc., Complete. , Providing & Fixing 1St Quality Ceramic Glazed Floor Tiles Conforming To Ls : 15622 (Thickness To Be Specified By The Manufacturer )Of Approved Make In Atl Colours, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineer-Incharge In Skirting, Risers Of Steps And Dados Over 12 Mm Thick Bed Of Cement Morta|L:3 (1 Cement: 3 Coarse Sand) And Jointing With Grey Cement Slurry @ 33Kg Per Sqm Including Pointing In White Cement Mixed With Pigment Of Matching Shade Complete. , Providing And Laying Vitrified Tiles 500X500mm Size (Thickness 10Mm), With Water Absorption Less Than 0.08% And Conforming To Is:15622, Of Approved Brand Manufacture, In Desired Colours And Shades, Laid With Cement Based High Polymer Modified Quick Set Tile Adhesive (Water Based) Conforming To Is : 15477, Including Grouting Of Joints. Including 75Mm Thick Base With Concrte 1:4:8 Complete As Per E/I Etc. All Complete. (Chapter No.14 Sr.No.20) , Providing And Laying Vitrified Tiles 600X600mm Size (Thickness 10Mm), With Water Absorption Less Than 0.08% And Conforming To Is:15622, Of Approved Brand Manufacture, In Desired Colours And Shades, Laid With Cement Based High Polymer Modified Quick Set Tile Adhesive (Water Based) Conforming To Is : 15477, Including Grouting Of Joints. Including 75Mm Thick Base With Concrte 1:4:8 Complete As Per E/I Etc. All Complete. (Chapter No.14 Sr.No.20) , Providlng And Laying Polished Granite Jet Black Stone Flooring In Required Design And Patterns, In Linear As Well As Curvilinear Portions Of The Building All Complete As Per The Architectural Drawings With 18 Mm Thick Stone Slab Over 20 Mm (Average) Thick Base Of Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) Laid And Jointed With Cement Slurry And Pointing With White Cement Slurry Admixed With Pigment Of Matching Shade Including Rubbing, Curing And Polishing Etc. All Complete As Specified And As Directed By The Engineer-In-Charge.{Chapter No.14 Si.No.27} , Stone Work (Machine Cut Edges) For Wall Llning Etc. (Veneer Work) Upto10 Metre Height, Backing Filled With A Grout Of Avercge 12 Mm Thick Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) Including Polnting In White Cement Mortar 1:2 (1 White Cement R 2 Stone Dust) Wlth An Admixture Of Pigment Matching The Stone Shade: (To Be Secured To The Backing And The Sides By Means Of Cramps And Plns Which Shall Be Paid For Separately) Red Sand Stone - Exposed Face Flne Dressed With Rough Backing. 30 Mm Thick , Providing And Applying Plaster Of Paris Putty Of 2 Mm Thickness Over Plastered Surface To Prepare The Surface Even And Smooth Complete. Including Curing The Cost Of All Material, Labour, T&P Etc. Complete. (Chapter No.15 Si.No.1) , Distempering With Oil Bound Washable Distemper Of Approved Brand And Manufacture To Give An Even Shade : New Work (Two Or More Coats) Over And Including Water Thinnable Priming Coat With Cement Primer Including Cost Of All Materials, Labour T&P Etc Required For Proper Completion Ofwork. , Finishing Walls With Water Proofing Cement Paint Of Required Shade : New Work (Two Or More Coats Applied @ 3.84 Kg/10 Sqm) Supply Of All Labour Material And T&P Requlred For Proper Completion Of Work. , Finishing Walls With Textured Exterior Paint Of Required Shade New Work (Two Or More Coats Applied @ 328 Ll Lo Sqm) Over And Including Priming Coat Of Exterior Primer Applied @ 2.20K9/10 Sqm Supply Of All Labour Material And T&P Required For Proper Completion Of Work , Finishing Walls With Acrylic Smooth Exterior Paint Of Required Shade ; New Work (Two Or More Coat Applied @ 1.67 Llth) Sqm Over And Including Priming Coat Ofexterior Primer Applied @ 2 20 Kg/10 Sqm) Supply Of All Labour Material And T&P Required For Proper Completion Of Work. , Painting Steel Work With Deluxe Multi Surface Paint To Give An Even Shade. Two Or More Coat Applied @ 0.90 Ltr/L0 Sqm Over An Under Coat Of Primer Applled @ O.B0 Ltr/10 Sqm Of Approved Brand And Manufacture. Supply Of All Labour Material And T&P Required For Proper Completion Of Work , Painting Wood Work With Deluxe Multi Surface Paint Of Required Shade. Two Or More Coat Applied @ 0.90 Ltr/10 Sqm Over An Under Coat Of Primer Applied @0.75 Ltr/10 Sqm Of Approved Brand And Manufacturb Supply Of All Labour Material And T&P Required For Proper Completion Of Work , Paint Of The Two Coat Over Primer Coat Wood Surface And Etc. All Complete.(15-Chapter Si.No.8+10+11) , Painting Lines, Dashes, Arrows, Etc. On Roads Ln Two Coats On New Work Painting Lines, Dashes, Arows, Etc On Roads In Two Coats On New Work Wilh Ready Mixed Road Marking Paint Cinforming To Ls:164 On Bituminolls Surface, Including Cleaning The Sullace Of At Dirt, Dusi And Other Fore Gn Matte., Demarcation At Site And Trafllc Control . Upto 10 Cm In Width , Applying Priming Coat: With Ready Mixed Pink Or Grey Primer Of Approved Brand And Manufacture On Wood Work (Hard And Soft Wood) Including Cost Of All Materials, Labour T&P Etc Required For Proper Completion Of Work , Wall Painting With Acrylic Emulsion Paint Of Approved Brand And Manufacture To Give An Even Shade : Two Or More Coats On New Work Supply Of All Labour Material And T&P Required For Proper Completion Of Work. , Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture To Give An Even Shade Two Or More Coats On New Work Includlng Cost Of All Materials, Labour T&P Etc. Required For Proper Completion Of Work Wood And Steel , Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture Of Required Colour To Give An Even Shade : Two Or More Coats On New Work Over An Under Coat Of Suitable Shade With Ordinary Paint Of Approved Brand And Manufacture , 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. Supply Of All Labour Material And T&P Required For Proper Completion Of Work. , Distempering With 1St Quality Acrylic Distemper, Having Voc (Volatile Organic Compound) Content Less Than 50 Grams/ Litre, Of Approved Brand And Manufacture, Including Applying Additional Coats Wherever Required, To Achieve Even Shade And Colour..One Coat Including The Cost Of All Material, Labour, T&P Etc Complete. , Distempering With 1St Quality Acrylic Distemper, Having Voc (Volatile Organic Compound) Content Less Than 50 Grams/ Litre, Of Approved Brand And Manufacture, Including Applying Additional Coats Wherever Required, To Achieve Even Shade And Colour..Two Coat Including The Cost Of All Material, Labour, T&P Etc Complete. , Removing Dry Or Oil Bound Distemper, Water Proofing Cement Paint And The Like By Scrapping, Sand Papering And Preparing The Sudace Smooth Including Necessary Repairs To Scratches Etc. Complete. , Distempering With Lst Quality Acrylic Distember (Ready Mix) Having Voc Content Less Than 50 Grams/ Litre Of Approved Brand And Manufacture To Give An Even Shade:Old Work (One Or More Coats) , White Washing Wth Lime On Undecorated Wall Surface (One Coat) To Give An Even Shade Including Thoroughly Brooming The Surface To Remove All Dirt, Dust Mortar Drop And Loose Scales Of Lime Wash And Other Foreign Matter. , White Washing Wth Lime On Undecorated Wall Surface (Three Or More Coats) To Give An Even Shade Including Thoroughly Brooming The Surface To Remove All Dirt, Dust Mortar Drop And Loose Scales Of Lime Wash And Other Foreign Matter. , Colour Washing Such As Green, Blue And Other Coloures Or Buff To Give An Even Shade New Work Colour Washing (Two Coats) With A Base Coat Of White Washing With Limes Including Cost Of All T&P Other Complete Work. , Removing White Or Colour Wash By Scrapping And Sand Papering And Pteparing The Surface Smooth Including Necessary Repairs To Scratches Etc Complete , Demolishing Cement Concrete Manually Including Disposal Of Materialwithin 50 Metres Lead , Dismantling Reinforced Cement Concrete Or Reinforced Brick Work Including Stacking Of Materials As Directed By E/Ic With In A Distance Of 60 Meters (200 Feet). (17-Chapter Pwd. No.694) , Demolishing R.B. Work Manually/ By Mechanical Means Including Stacking Of Steel Bars And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Engineer-Incharqe. , 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. (17-Chapter Si.No.6) , Demolishing Stone Rubble Masonry Manually/ By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Eng;Neer-In-Charge : Ln Lime Mortar , Dismantling Doors, Windows And Clerestory Windows (Steel Or Wood) Shutter Including Chowkhats, Architrave, Holdfasts Etc. Complete And Stacking Within 50 Metres Lead Of Area 3 Sq. Metres And Below , Dismantling Steel Work In Single Sections Including Dismembering And Stacking Within 50 Metres Lead In: R.S. Joists , Dismantling Stone Slab Flooring Laid In Cement Mortar Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead. (17-Chapter Si.No.16) , Dismantling Old Plaster Or Skirting Raking Out Joints And Cleaning The Surface For Plaster Including Disposal Of Rubbish To The Dumping Ground Wlthin 50 Metres Lead. , Dismantling Of Old Interlocking Tiles Pavement Including Staking Of Serviceable Material And Disposal Of Unserviceable Material Within Lead Of 50M As Per Direction Of Engineer In Charge. (Ns) , Random Rubble Masonry 1:6 (1 Cement: 6 Coarse Sand), 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 , Random Rubble Masonry 1:6 (1 Cement : 6 Coarse Sand), With Hard Stone In Superstructure Above Plinth Level And Upto Floor Five Level, Including Leveling Up With Cement Concrete 1:6:12 (L Cement:6 Coarse Sand:12 Graded Stone Aggregaie 20 Mm Nominal Size) At Window Sills, Ceiling Level And The Like , 30 Mm Red Sand Stone Sun-Shade (Chisel-Dressed) Supported On Red Sand Stone Brackets, Fixed In Walls With Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), Including Finishing Complete. , Providing And Fixing Red Sand Stone Jali 40 Mm Thick Throughout In Cement Mortar 1R3 (1 Cement : 3 Coarse Sand), Including Pointing In White Cement Mortar 1:2 (1 White Cement : 2 Stone Dust) With An Admixture Of Pigment, Matching The Stone Shade, Jali Slab Without Any Chamfers Etc , Stone Work (Machine Cut Edges) For Wall Lining Etc. (Veneer Work) Upto 10 Metre Height, Backing Filled With A Grout Of Average 12 Mm Thick Cement Mortar 1:3 (1 Cement: 3 Coarse Sand) Including Pointing In White Cement Mortar 1:2 (1 White Cement: 2 Stone Dust) With An Admixture Of Pigment Matching The Stone Shade: (To Be Secured To The Backing And The Sides By Means Of Cramps And Pins Which Shall Be Paid For Separately) Red Sand Stone - Exposed Face Fine Dressed With Rough Backing. 30 Mm Thick (Chapter No.18 Si.No.7) , Supply And Fixing 500 Liter Pvc. Sintex Water Tank Etc. All Complete. (19-Chapter Sr.No.2(C)) , Laying Brick Soling Layer On Prepared Sub-Grade With Brick On End Edging According To Lines, Graded And Cross-Section Shown On The Drawing Filling Joints With Sand And Earth, Spreading 25 Mm Thick Layer Of Earth Over Brick Soling, Watering And Rolliing The Same With Three Wheel Road Roller 80-100 Kn As Per Technical Specification Clause 412 , Providing And Iaying Np-3 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Slngle Row Including Fixing Socket With Cement Mortar L:2 But Excluding Excavation, Protection Works Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 350Mm Dia , Providing And Iaying Np-3 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Slngle Row Including Fixing Socket With Cement Mortar L:2 But Excluding Excavation, Protection Works Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 600Mm Dia , Providing And Iaying Np-3 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Slngle Row Including Fixing Socket With Cement Mortar L:2 But Excluding Excavation, Protection Works Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 900Mm Dia , Providing And Iaying Np-3 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Slngle Row Including Fixing Socket With Cement Mortar L:2 But Excluding Excavation, Protection Works Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 1000Mm Dia , Providing And Iaying Np-3 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Slngle Row Including Fixing Socket With Cement Mortar L:2 But Excluding Excavation, Protection Works Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 1200Mm Dia , Providing And Iaying Np-3 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Slngle Row Including Fixing Socket With Cement Mortar L:2 But Excluding Excavation, Protection Works Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 1400Mm Dia , Laying Np-4 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Single Row Includ Ng Flxing Socket With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 350Mm Dia , Laying Np-4 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Single Row Includ Ng Flxing Socket With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 600Mm Dia , Laying Np-4 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Single Row Includ Ng Flxing Socket With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 900Mm Dia , Laying Np-4 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Single Row Includ Ng Flxing Socket With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 1000Mm Dia , Laying Np-4 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Single Row Includ Ng Flxing Socket With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 1200Mm Dia , Laying Np-4 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Single Row Includ Ng Flxing Socket With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 1400Mm Dia , Constuction Of Un-Reinforced, Plain Cement Concrete Avement Thickness As Per Disign, Over A Prepared Sub Base With 43 Grade Cement Or Any Other Type As Per Clause 1501.2.2 M-30 (Grade), Coarse And Fine Aggregate Conforming To Is 383, Maximum Size Of Coarse Aggregate Not Exeeding 25Mm, Mixed In A Concrete Mixer Of Not Less Than 0.2 Cum Acapacity And Apporopriate Weigh Batcher Using Approved Mix Design, Laid In Approved Fixed Side Formwork (Steel Channel, Laying And Fixing Of 125 Micron Thick Polythene Film Wedges, Steel Plates Including Levelling The Formwork As Per Drawing), Spreading The Concrete With Shovels, Rakes, Compacted Using Needle, Screed And Plate Vibrators And Finished In Continous Aperation Including Provision Of Contraction, Expansion, Construction And Constructionl Joints, Applying Debonding Strips, Primer, Sealant, Dowel Bars, Near Approaches To Bridge/Culvert And Construction Joints, Admixtures As Approved, Curing Of Concrete Slabs For 14 Days, Curing Comound (Where Apecified) And Water Finishing To Lines And Grade As Per Drawing And Technical And Technical Sepcification Clause 1501. (For Agra). (Chapter No.20 Si.No.12) , Construction Of Un-Reinforced, Plain Cement Concrete Pavement Over A Prepared Sub Base With Approve Grade Cement @ 400 Kg Per Cum, Coarse And Fine Aggregate Conforming To Ls 383, Maximum Size Of Coarse Aggregate Not Exceeding 25 Mm, Mixed In A Batching And Mixing Plant As Per Approved Mix Design, Transported To Site, Laid With A Fixed Form Or Slip Form Paver, Spread, Compacted And Finished In A Continuous Operation Including Provision Of Contraction, Expansion, Construction And Longitudinal Joints, Joint Filler, Separation Membrane, Sealant Prim Er, Joint Sealant, Debonding Strip, Admixtures As Approved, Curing Compound, Finishing To Lines And Grades As Per Drawing For Agra , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work. 60 Mm (Ordinary Grey) , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work. 60 Mm (Rubber Molded Grey) , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work. 60 Mm (Rubber Molded Coloured) , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work. 80 Mm (Ordinary Grey) , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work. 80 Mm (Rubber Molded Grey) , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work.80 Mm (Rubber Molded Coloured) , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work. 100 Mm (Ordinary Grey) , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work. 100 Mm (Rubber Molded Grey) , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work. 100 Mm (Rubber Molded Coloured) , Re-Laying Of I Shaped Precast Interlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50Kg) Including 25Mm Thick Loacal Sand Base Levelling And Ressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Comlete Work. Including Vat (Chapter No.20 Si.No.19 New Item) , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.(Lnternal Work - Exposed On Wall) 15Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.(Lnternal Work - Exposed On Wall) 20Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.(Lnternal Work - Exposed On Wall) 25Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe. (Lnternal Work - Exposed On Wall) 32Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.(Lnternal Work - Exposed On Wall) 40Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.(Lnternal Work - Exposed On Wall) 50Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.Concealed Work, Including Cutting Chases And Making Good The Wall Etc.15Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.Concealed Work, Including Cutting Chases And Making Good The Wall Etc.20Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.Concealed Work, Including Cutting Chases And Making Good The Wall Etc.25Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.Concealed Work, Including Cutting Chases And Making Good The Wall Etc.32Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 15 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 20 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 25 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 32 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 40 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 50 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 62.50 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 75 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 100 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 150 Mm Nonrinal Dia Pipes , Providing And Fixing G.L. Pipes Complete With G.L. Fittings And Clamps, I/C Cutting And Making Good The Walls Etc.Lnternal Work Exposed On Wall. 15 Mm Dia Nominal Bore , Providing And Fixing G.L. Pipes Complete With G.L. Fittings And Clamps, I/C Cutting And Making Good The Walls Etc.Lnternal Work Exposed On Wall. 20 Mm Dia Nominal Bore , Providing And Fixing G.L. Pipes Complete With G.L. Fittings And Clamps, I/C Cutting And Making Good The Walls Etc.Lnternal Work Exposed On Wall. 25 Mm Dia Nominal Bore , Providing And Fixing G.L. Pipes Complete With G.L. Fittings And Clamps, I/C Cutting And Making Good The Walls Etc.Lnternal Work Exposed On Wall. 32 Mm Dia Nominal Bore , Providing And Fixing G.L. Pipes Complete With G.L. Fittings And Clamps, I/C Cutting And Making Good The Walls Etc.Lnternal Work Exposed On Wall. 40 Mm Dia Nominal Bore , Providing And Fixing G.L. Pipes Complete With G.L. Fittings And Clamps, I/C Cutting And Making Good The Walls Etc.Lnternal Work Exposed On Wall. 50 Mm Dia Nominal Bore , Providing & Fixing Gl Pipes Complete With Gl Fittings And Clamps Including Making Good The Walls Etc. Concealed Pipe Including Painting With Anti Corrosive Bitumastic Paint, Cutting Chases And Making Good The Wall: 15 Mm Dia Nominal Bore , Providing & Fixing Gl Pipes Complete With Gl Fittings And Clamps Including Making Good The Walls Etc. Concealed Pipe Including Painting With Anti Corrosive Bitumastic Paint, Cutting Chases And Making Good The Wall: 20 Mm Dia Nominal Bore , Constructing Masonry Chamber Brick Work With Common Burnt Clay F.P.S.(Non Modular) Bricks Of Class Designation 150 In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) For Sluice Valve, With C.L. Surface Box 100Mm Top Diameter, 100 Mm Bottom Diameter And 180 Mm Deep ( Inside) With Chained Lid And Reinforced Cement Concrete Top Slab 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size ), I/C Necessary Excavation, Foundation Concrete 1:5:10 (1 Cement: 5 Fine Sand: 10 Graded Stone Aggregate 40 Mm Nominal Size) And Inside Plastering With Cement Nrortar:3 (1 Cement: 3 Coarse Sand) 12 Mm Thick, Inished With A Floating Coat Of Neat Cement Complete As Per Standard Design 60X60x75 Cm Lnside , Constructing Masonry Chamber Brick Work With Common Burnt Clay F.P.S.(Non Modular) Bricks Of Class Designation 150 In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) For Sluice Valve, With C.L. Surface Box 100Mm Top Diameter, 100 Mm Bottom Diameter And 180 Mm Deep ( Inside) With Chained Lid And Reinforced Cement Concrete Top Slab 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size ), I/C Necessary Excavation, Foundation Concrete 1:5:10 (1 Cement: 5 Fine Sand: 10 Graded Stone Aggregate 40 Mm Nominal Size) And Inside Plastering With Cement Nrortar:3 (1 Cement: 3 Coarse Sand) 12 Mm Thick, Inished With A Floating Coat Of Neat Cement Complete As Per Standard Design 90X90x100 Cm Lnside , Constructing Masonry Chamber Brick Work With Common Burnt Clay F.P.S.(Non Modular) Bricks Of Class Designation 150 In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) For Sluice Valve, With C.L. Surface Box 100Mm Top Diameter, 100 Mm Bottom Diameter And 180 Mm Deep ( Inside) With Chained Lid And Reinforced Cement Concrete Top Slab 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size ), I/C Necessary Excavation, Foundation Concrete 1:5:10 (1 Cement: 5 Fine Sand: 10 Graded Stone Aggregate 40 Mm Nominal Size) And Inside Plastering With Cement Nrortar:3 (1 Cement: 3 Coarse Sand) 12 Mm Thick, Inished With A Floating Coat Of Neat Cement Complete As Per Standard Design 120X120x100 Cm Lnside , Providing And Fixing Water Closet Squatting Pan (Indian Type W.C. Pan) With 100Mm Sand Cast Iron P Or S Trap, 10 Liter Low Level White P.V.C. Flushing Cistern, Including Flush Pipe, Manually Controlled Device (Handle Lever) Conforming To Is: 7231, With All Fittings And Fixtures Complete, Including Cutting And Making Good The Wall And Floors Wherever Required : White Vitreous China Orissa Pattern W.C. Pan Of Size 580X440 Mm With With Integral Type Foot Rests. (Chapter No.24 Si. No.1) , Providing And Fixing White Vitreous China Pedestal Type Water Closet (European Type W.C. Pan) With Seat And Lid, 10 Litre Low Level White P.V.C. Flushing Cistern, Including Flush Pipe, With Manually Controlled Device (Handle Lever), Conforming To Ls : 7231, With All Fittings And Fixtures Complete, Including Cutting And Making Good The Walls And Floors Wherever Required: W.C. Pan With Lsl Marked White Solid Plastic Seat And Lid , Providing And Fixing White Vitreous China Flat Back Or Wal Corner Type Lipped Front Urinal Basin Of 30X260x350 Mm And 340X410x265 Mm Sizes Respectrvely With Automatic Flushing Cistern With Standard Flush Pipe And C.P. Brass Spreaders With Brass Unions And G.L Clamps Complete, Lncluding Painting Of Fittings And Brackets, Cutting And Making Good The Walls And Floors Wherever Required One Urinal Basin With 5 Litre White P.V.C. Automatic Flushing Cistern , Providing And Fixing White Vitreous China Flat Back Or Wal Corner Type Lipped Front Urinal Basin Of 30X260x350 Mm And 340X410x265 Mm Sizes Respectrvely With Automatic Flushing Cistern With Standard Flush Pipe And C.P. Brass Spreaders With Brass Unions And G.L Clamps Complete, Lncluding Painting Of Fittings And Brackets, Cutting And Making Good The Walls And Floors Wherever Required Range Of Two Urinal Basins With 5 Litre White P.V.C. Automatic Flushing Cistern , Providing And Fixing White Vitreous China Flat Back Or Wal Corner Type Lipped Front Urinal Basin Of 30X260x350 Mm And 340X410x265 Mm Sizes Respectrvely With Automatic Flushing Cistern With Standard Flush Pipe And C.P. Brass Spreaders With Brass Unions And G.L Clamps Complete, Lncluding Painting Of Fittings And Brackets, Cutting And Making Good The Walls And Floors Wherever Required Range Of Three Urinal Basins With L0litre White P.V.C. Automatic Flushing Cistern , Providing And Fixing White Vitreous China Flat Back Or Wal Corner Type Lipped Front Urinal Basin Of 30X260x350 Mm And 340X410x265 Mm Sizes Respectrvely With Automatic Flushing Cistern With Standard Flush Pipe And C.P. Brass Spreaders With Brass Unions And G.L Clamps Complete, Lncluding Painting Of Fittings And Brackets, Cutting And Making Good The Walls And Floors Wherever Required Range Of Four Urinal Basins With L0litre White P.V.C. Automatic Flushing Cistern , Providing And Fixing Wash Basin With C.L. Brackets, 15 Mm C.P. Brass Pillar Taps,32 Mm C.P. Brass Waste Of Standard Pattern, Including Painting Of Fittings And Brackets,Cutting And Making Good The Walls Wherever Require: (White Vitreous China Wash Basin Size 630X450 Mm With A Pair Of 15 Mm C. P. Brass Pillar Taps) {Chapter No.24 Si.No.5A} , Providing And Fixing Wash Basin With C.L. Brackets, 15 Mm C.P. Brass Pillar Taps,32 Mm C.P. Brass Waste Of Standard Pattern, Including Painting Of Fittings And Brackets,Cutting And Making Good The Walls Wherever Require:White Vitreous China Wash Basin Size 630X450 Mm With A Single 15 Mm C.P. Brass Pillar Tap , Providing And Fixing Wash Basin With C.L. Brackets, 15 Mm C.P. Brass Pillar Taps,32 Mm C.P. Brass Waste Of Standard Pattern, Including Painting Of Fittings And Brackets,Cutting And Making Good The Walls Wherever Require:White Vitreous China Wash Basin Size 550X400 Mm With A Pajr Of 15 Mm C.P. Brass Pillar Taps , Providing And Fixing Wash Basin With C.L. Brackets, 15 Mm C.P. Brass Pillar Taps,32 Mm C.P. Brass Waste Of Standard Pattern, Including Painting Of Fittings And Brackets,Cutting And Making Good The Walls Wherever Require:White Vitreous China Flat Back Wash Basin Size 550X400 Mm With Single 15 Mm C.P. Brass Pillartap , Providing And Fixing White Vitreous China Flat Back Half Stall Urinal Of Size 580X380x350mm With White Pvc Automatic Flushing Cistern, With Fittings, Standared Size C.P. Brass Flush Pipe, Spreaders With Union And Clamps (All In C.P. Brass) With Waste Fitting As Per Is: 2556, C.I. Trap With Outlet Grating And Other Couplings In C.P. Brass, Including Painting Of Fitting And Cutting And Making Good Thg Walls And Floors Whereever Required: Single Half Stall Urinal With 5 Litre Pvc. Automatic Flushing Cistern. (Chapter No.24 Si.No.6A) , Providing And Fixing White Vitreous China Flat Back Half Stall Urinal Of Size 580X380x350 Mm With White Pvc Automatic Flushing Cistern, With Fittings, Standard Size C.P. Brass Flush Pi Pe, Spreaders With Unions And Clamps (All In C.P. Brass) With Waste Fitting As Per Ls:2556, C.L. Trap With Outlet Grating And Other Couplings In C.P. Brass, Including Painting Of Fittlngs And Cutting And Making Good The Walls And Floors Wherever Requlred:Range Of Two Half Stall Urinals With 5 Litre Pvc. Automatic Flushing Cistern , Constructing Brick Masonary Chamber For Underground C.I. Inspection Chamber And Bends With Bricks In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) C.I. Cover With Frame (Light Duty) 455X610mm Internal Dimensions, Total Weight Of Cover With Frame To Be Not Less Than 38Kg (Weight Of Cover 23Kg And Weight Of Frame 15Kg), Reinforced Cement Concrete Top Slat With 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size), Foundation Concrete 1 :5:10 (1 Cement : 5 Fine Sand : 10 Graded Stone Aggregate 40Mm Nominal Size), Inside Plastering 12Mm Thick With Cement Mortal 1:3 (1 Cement : 3 Coarse Sand), Finished Smooth With A Floating Coat Of Neat Cement On Walls And Bed Concrete Etc. Complete As Per Standard Desing: (A) Inside Dimensions 455X610mm And 45Cm Deep For Single Pipe Line : With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation M-150). {Chapter No.25 Si.No.6A) , Constructing Brick Massonry Chamber For Underground C.I. Inspection Chamber And Bends With Bricks In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) C.I. Cover With Frame (Light Duty) 600X850mm Internal Dimensions, Total Weight Of Cover With Frame To Be Not Less Than 38Kg (Weight Of Cover 23Kg And Weight Of Frame 15Kg), Reinforced Cement Concrete Top Slat With 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size), Foundation Concrete 1 :5:10 (1 Cement : 5 Fine Sand : 10 Graded Stone Aggregate 40Mm Nominal Size), Inside Plastering 12Mm Thick With Cement Mortal 1:3 (1 Cement : 3 Coarse Sand), Finished Smooth With A Floating Coat Of Neat Cement On Walls And Bed Concrete Etc. Complete As Per Standard Desing: (C) Inside Dimensions 600X850mm And 45Cm Deep For Pipe Line With Three Or More Inlets : With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation M-150). {Chapter No.25 Si.No.8C) , Reinforced Cement Concrete M15 Grade Kilometre Stone Of Standard Design As Per Irc:8, Fixing In Position Including Painting And Printing Etc Sl No-804 As Per Direction Of Enginee-In-Charges Morth Standard Data Book. 5Th Kilometre Stone (Precast) (10 Cm Height Each) Hindi Letters , Reinforced Cement Concrete M15 Grade Kilometre Stone Of Standard Design As Per Irc:8, Fixing In Position Including Painting And Printing Etc Sl No-804 As Per Direction Of Enginee-In-Charges Morth Standard Data Book. 5Th Kilometre Stone (Precast) (10 Cm Height Each) English Letters , Reinforced Cement Concrete M15 Grade Boundary Pillars/ Wheel Guard Of Standard Design As Per Irc:25-1967, Fixed In Position Including Finishing And Lettering But Excluding Painting , Providing And Fixing L2 Metres High Gl Barbed Wire Fencing With 1.8 M Angle Iron Posts 40 Mm X 40 Mm X 6 Mm Placed Every 3 Metres Center To Center Founded In M15 Grade Cement Concrete, 0.6 Metre Below Ground Level, Every 15Th Post, Last But One End Post And Corner Post Shall Be Strutted On Both Sides And End Post On One Side Only And Provided With T Horizontal Lines And 2 Diagonals Intemoven With Horizontal Wires, Fixed With Gi Staples, Turn Buckles Etc. Complete As Per Clause 817 As Per Direction Of Enginee-Incharges Morth Standard Data Book. G.L Barbed Wire Fencing 1.2 Metre High , Providing And Fixing L2 Metres High Gl Barbed Wire Fencing With 1.8 M Angle Iron Posts 40 Mm X 40 Mm X 6 Mm Placed Every 3 Metres Center To Center Founded In M15 Grade Cement Concrete, 0.6 Metre Below Ground Level, Every 15Th Post, Last But One End Post And Corner Post Shall Be Strutted On Both Sides And End Post On One Side Only And Provided With T Horizontal Lines And 2 Diagonals Intemoven With Horizontal Wires, Fixed With Gi Staples, Turn Buckles Etc. Complete As Per Clause 817 As Per Direction Of Enginee-Incharges Morth Standard Data Book. G.L Barbed Wire Fencing 1.8 Metre High , Deduction Of Cost Brick/Bats. (Chapter No.1 Sr.No.2(C)) , Deduction Cost Of Material Old Workable Bricks Etc. All Complete. , Road Delinator Delinealor Supply & Fixing Of M S Delineator Made Of L\Lild Steel With Pllre Polyester Powder Coating With The Minimum Thickness Of Powder Coating Of Not Less Than 40 Micron For Prolectlon Against Corlosion The Surface Should Be Concealed So That There Sholrld Not Be Any Exposed Surface Wilhout Powder Coating. Alternatively, These Metal Guide Poles Can Be Concealed With Thermoplastic Body. The Posts Shall Have Lan Ellipsoidal Or Circular Design Wilh The Height Of The Pole Shall Be 800 To 900 Mm Above The Ground With About 200 To 300 Mm Base Which Can Be Anchored Onto The Ground Mild Steel Guide Poles Shall Conform To Type Xl Sheeting Specifications As Per Lrc67 And Ast Ii D4956 Which Would Ensure To Obtainl Clear Visibility Of The Road Alignment During Nighl Time. The Relro Reflective Sheeting Shall Be Tested For Acertificale Of Having The Sheeting Tested For Coefficienl Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Iiner Removal, Adhesion,Impact Resistance, Specular Gloss And Fungus Resislance, 3 Years Outdooa Weathering And Ils Having Passed These Tests Shall Be Obta Ned From Lnlernational/Government Laboratory / Lnslitute By The Manufacturer Of The Sheeinq And In Case The Cerliflcate Is Obtained From International Condition, It Should Also Be Obtained From Lndian Condillon Within 3 Years Of Launching Of Product By The Manufaclure In Abroad. Alternatively, A Certillcate Conforming To Astlvl Specification (D4956 09) On Adficial Accelerated Weatherlng Requirements From A Reputed Laboratory In Lndia Can Be Accepted providing Sionally. Ln Such A Siluation, The Employer / Clienl, If So Desires, Collld Seek For A Performance Guarantee Which Would Be Released Alter Receipt Of Certiflcate Meeting The Requ Rement Of Three Years Outdoor Wealhering Of The Sheeting As Per Irc 67:2012 & Proof Of The Same Report Shall Be Uploaded Which Quoting Tender. The Rate Shall Include All Materials, Labour. T&P, Transportation, Installation And Incidentals All Complete As Per D Recllon Of The Engineerincharge , Road Marking With Hot Applied Thermoplastic Compound With Reflectrosing Glass Beads On Bituminous Surface. Providing & Laying Of Hot Applied Thermoplastic Compound 2.5Mm Thick Including Reflecto Rising Glass Beads @ 250Gm/Sqm. Area, Thickness Of 2.5Mm Is Exclusive Of Surface Applied Glass, Beads As Per I.R.C. 35. The Finish Surface To Be Level Uniform And Free Form Steaks And Holes Composition Of Thermoplastic Material Shall Be As Per Table 800-3 Of Clause 803 Of Morth Including Cost Of Work As Per Direction E/Ic. (Chapter-28 Si.No.2) , Road Marking With Hot Appliod Ths.Moplastic Compound With Roflsctorlsing Glass Boads On Bituminous Surface. (Ropoated / Tranvers Bar) Providing And Laying Of Hot Applied Thermoplastic Compound 5 Mm Thick Lncludlng Reflectorising Glass Beads 0) 5Oo Gms Per Sqm Area, Thickness Of 5 Mm Is Exclusive Of Surface Applied Glass Beads As Per Irc:35-2015 The Llnished Surface To Be Level, Uniform And Free From Streaks And Holes , 6M Span Over Head Cantilever Structure With 300 Dia M S One Vertical Post Supply, Fxing & Erection Of Built Up Canllever Structure 6 M Span Comprising Of One Verllcal Posts Of 6.00 I!4 Helght Made Up Of 300 Mm Nb Heavy Class Ms Pipe As Verllcal Member Welded With 10 Mm I\,4S Plate At Top & 12 Mm M S Plate At Bottom. The Horizontal Truss Shall Comprise Of 50 Mm Dia Heavy Class M.S. Pipe And 40 Mm Dia Heavy M S Pipe As Bracing & 10 Mm Ms Plate At Bottom For Llxing To Vertical Post As Per Structure Design & Drawing Wilh One Of Steel Primer And Two Coats Of Synthetic Enamel Planl. The Work Includes Constrlrction Of Reinforced Cement Concrete Foundation Of Size 0.90X0.90X1 50 M Of Required Depth As Per Site Conditlon For Built Up Structure Including Earlh Work In Excavation 100 Mm Thick Lean Concrete In 113:6 Cement Coarse Sand And 40 Mm Gauge Stone Ballast And Reinforced Cement Concrete M25 Grade Concrete Including Supply And Fixing Of 25 Mm Dia Foundalion Bolts 600 Mm Long As Per Provision Of Structure Design Includlng Cost Of Reinforcemenl & Shuttering. The Lateral Vertical Clearances And Complete. Nstallaton Work Shall Be As Per Relevanl Clauses Of Mort&H Speciflcation Section 8Oo And Irc 67 2012 Complete In All Respect The Raies Shall Include Cost Of Deslgn Fabricalion, Supply, Kansportalion, Local Shifting Erection Of Signage Skucture Using Crane, Inclusive Of All Taxes Etc. All T&P Machine, Malerial And Labour Requiled For Proper Completion Of Work As Per Direclion Of Engineer-Ln-Charge. , Reflective Raised Pavement Markers (Cat Eye/ Road Stud) Supply And Flxing Of Raised Pavement Marker With Made Of Plastic Body Of Rpimi Road Stud Shall Be Moulded From Asa (Acrylic Styrene Acrylonitrile) Or Hips (High-Lmoact Polystyrene) Or Acryloniilrile Butadien Styrene (Abs) Or Any Oiher Suitable Malerial Approved By The Engineer. The Marker Shall Support A Load Of 13,635 Kg Tested In Accordance With Astm D4280.The Reflective Panels Shall Consist Of Number Of Lenses Containing Single Or Dual Prismatic Cubes Capable Of Providing Total Internal Reflection Of The Lighl Entring The Lens Face. Lenses Shall Be Mouled Of Methyl Melhecrylate Conforming Io Astm D78b Of Equivalent The Slop Or Retro-Reflecting Surface Shall Preferably Be 35+1-5 Degree To Base And The Area Of Each Relro _Reflecling Sllrface Shall Not Be Less Than 13.00 Sq.Cm The Marker Height Shall Not Be Less Lhan 10 Mm And Shall Nol Exceed 20 Mm & Width Shall Not Exceed 130 Mm. The Base Of The Marker Shall Be Flal Within 1.3 Mm All Road Studs Shall Be Legibly Marked Wilh The Name , Lrade Or Other Means Of Identification Of The Manufacture. Epoxy Lnslallations, Excess Adhesive Around The Edge Of The Malker, Excess Adheslve On The Pavemenl And Adhesive On The Exposed Surfaces Of The Markers Shall Be Immedialely Removed. The Contractor Shall Submit A Two Year Warranty For Sal Sfactory Lleld Peformance Including Stipulated Retro-Refleclance Of The Reflecting Panel , To The Engineer . Ln Addition A Two Year Warranty For Salisfactory Infield Perfonnance Of The Finished Road Marker Shall Also Be Given By Lhe Conlractor Who Carries Out The Work Of Fixing Of Reflective Road Ma*Ers. Ln Case The Markers Are Displaced , Damaged . Gel Worn Out Or Lose Their Reflectivity Compared Lo Stipulated Standards , The Contractor Would Be Reqlllred To Replace Allsuch Markers Within 15 Days Ofthe Inlimation From The Engineer. At His Own Cost The Rate Shall Include All Materlals, Labour, T&P, Transportalion, Insiallation And Incidentals All Complete As Per Direction Of The Engineer-Incharge. Rpm (Wilhout Shank) , Reflective Raised Pavement Markers (Cat Eye/ Road Stud) Supply And Flxing Of Raised Pavement Marker With Made Of Plastic Body Of Rpimi Road Stud Shall Be Moulded From Asa (Acrylic Styrene Acrylonitrile) Or Hips (High-Lmoact Polystyrene) Or Acryloniilrile Butadien Styrene (Abs) Or Any Oiher Suitable Malerial Approved By The Engineer. The Marker Shall Support A Load Of 13,635 Kg Tested In Accordance With Astm D4280.The Reflective Panels Shall Consist Of Number Of Lenses Containing Single Or Dual Prismatic Cubes Capable Of Providing Total Internal Reflection Of The Lighl Entring The Lens Face. Lenses Shall Be Mouled Of Methyl Melhecrylate Conforming Io Astm D78b Of Equivalent The Slop Or Retro-Reflecting Surface Shall Preferably Be 35+1-5 Degree To Base And The Area Of Each Relro _Reflecling Sllrface Shall Not Be Less Than 13.00 Sq.Cm The Marker Height Shall Not Be Less Lhan 10 Mm And Shall Nol Exceed 20 Mm & Width Shall Not Exceed 130 Mm. The Base Of The Marker Shall Be Flal Within 1.3 Mm All Road Studs Shall Be Legibly Marked Wilh The Name , Lrade Or Other Means Of Identification Of The Manufacture. Epoxy Lnslallations, Excess Adhesive Around The Edge Of The Malker, Excess Adheslve On The Pavemenl And Adhesive On The Exposed Surfaces Of The Markers Shall Be Immedialely Removed. The Contractor Shall Submit A Two Year Warranty For Sal Sfactory Lleld Peformance Including Stipulated Retro-Refleclance Of The Reflecting Panel , To The Engineer . Ln Addition A Two Year Warranty For Salisfactory Infield Perfonnance Of The Finished Road Marker Shall Also Be Given By Lhe Conlractor Who Carries Out The Work Of Fixing Of Reflective Road Ma*Ers. Ln Case The Markers Are Displaced , Damaged . Gel Worn Out Or Lose Their Reflectivity Compared Lo Stipulated Standards , The Contractor Would Be Reqlllred To Replace Allsuch Markers Within 15 Days Ofthe Inlimation From The Engineer. At His Own Cost The Rate Shall Include All Materlals, Labour, T&P, Transportalion, Insiallation And Incidentals All Complete As Per Direction Of The Engineer-Incharge. Rpm (Wilh Shank) , Flexible Median Marksr As Per Irc 79:2019: Flexible Lmedian N4arker (Flv4nl) Should Be Used For Improving Medlan Visib Lity Dlrring Dark Hours. , Use Of L/Edian ]Varker Provides Safely Againsl Colision Happening Wilh Med Ans During N Ght Lime , Or Sevete Weather Flexib E L\.4Edian Markers Shall Be Provided With Fluorescenl Yellow Colour Retro-Refleci Ve Sheeting Type Xl As Per Irc:87. Flexible Lt4edian Lmarker Shall Be Ol Lough, High Impact Resistant, Lnieclion Molded, Lhermoplastic Body With Propery Of Flexibility Io Provide High Durabilityand U Shape Structure Having Rebound / Bollnce Back Properly. The Sheeting Shall Be Of Type Xl Conforming To Lrcl67 And Ii Should Be On Both The Faces Whereby Providing Maximum Refleclivity At L,Anger Distances With Adequate Durabllity. The Logo Of The Manufacturer Shall Be Embossed On Either Side Of The Body During The Lnjection Molding Process. Fi\4M Shall Be Fixed By A Combination Bf Epoxy Adhesive And Grouting/ Drilling On Concrete Medians Or Property Conslructed Solid Medians Heighl: The Marker Height Shall Be A Minimum Of 180 Mm Width 120 Mm & Body Thickness: 6.5 Mm. The Shanks Shall Not Be Less Lhan 20 Mm And Depth Shall Not Be Less Than 30 Mm Reflective Area: Shall Not Be Less Than G0 Cm Square . Proof Of Lhe Same Report Shall Be Uploaded Which Quollng Lender. The Body Of Fn,4[,4 Shall Bounce Back To Ils Origlnal Position Of Afier 750 Number Of Hits Using Pendulum Of 1.8 Kg Conforming 40 Astm D256 Adhesion Between The Body And Outer Casing Body Of Fmi\4 Shall With Stand 50 Kg I Tensile Loads Conforming To Astm D63b Method. The Rate Shall Include All Materials, Labour, T&P, Transportation, Installation And Incidentals All Complete As Per Direclion Of The Engineer-Ln-Charge. , Painting Lines, Dashes, Arrows, Etc. On Roads Ln Two Coats On New Work Painting Lines, Dashes, Arows, Etc On Roads In Two Coats On New Work Wilh Ready Mixed Road Marking Paint Cinforming To Ls:164 On Bituminolls Surface, Including Cleaning The Sullace Of At Dirt, Dusi And Other Fore Gn Matte., Demarcation At Site And Trafllc Control . Over 10 Cm. In Width , Linear Dstinoator Systsm (Lds) Supply & Fixing Of Linear Delineator System (Lds) Panels Made Of Micro Prismatic Retro Reflective Sheeting Type Xl Duly Laminated On Thin Aluminium Foil To A Unique Corrugated Shape To Provide Retro Reflection Across Wide Range Of Observaiions And External Angles. Eatch Lds Panel Should Be Of Nominal Lenglh Of 33 Inch And Each Ridge Shall Be Approximately 0.34 Inch High Each Lds Panel Is To Be Firmly Fixed On Existing Concrete/Brick Work With 16 Nos Fastner/ Screw , Retro-Roflectivesheeting Type-Lv With 4 Mm Thick Acm Single Side Providing & Flxing Of Reflective Signs With A Corrosion Resistant 4 Mm Thick Wlth 0.4 To 0.5 Mm Both Side Aluminium Skin Aluminium Composite Panel Lace To Be Iully Covered With Hlgh Lntenslty Prlsmatic Sheetlng Type Lv As Per Irc-6712012 Relro Refleclive Sheeling With Back Frame Ms Angle Of 35X35x5 Mm. Legends , Letters , Numerals And Borders Elc Shollld Be As Per Morth Speciflcation No Bo1.3.7 .The Sheelng Shall Have A Pressure - Sensltive Adhesive Of The Aggressive - Tack Type Requiring No Heat , Solvent Other Preparation For Adhesion 10 A Smooth Clean Surface, In A Manner Recommended By The Sheeting Manufacturer. The Acim (Aluminium Composite Materials) Shall Be Flxed On The Back Frame Nis Angle Wiih Riveting. Micro Prismalic Type Lv Retro Rellective Sheeting Conilrming 1O Astm 04956-09 Shall Be Pressure Lixed. The Retro Reflective Sheeting Shall Be Tested For A Cerlillcate Of Having The Sheeting Tesled For Coetllcient Of Retro Refleclion, Dayume Colour And Luminance, Shrinkage, Flexibilily, Liner Iemoval, Adhesion, Impact Resistance, Specular Gloss And Fungus Resistance, 3 Years Outdoor Weathering And Its Having Passed Lhese Lesls Shall Be Obtained From Lnlemational/Government Laboratory/ Lnstitute By The Manufacture. Of The Sheetng And In Case The Certiflcate Is Oblalned From International Condilion, T Should Also Be Obtained From Lndian Condilion Within 3 Years Of Launching Of Producl By The Manufactllre In Abroad. Alternalively, A Cerliilcate Conforming To Astm Specification (D 4956-09) On Artiilcial Accelerated Weathering Requirements From A Reputed Laboratory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, Lhe Employer/Client, If So Desires, Could Seek For A Petlotrnance Guarantee Which Would Be Released After Receipt Of Certiflcate Meeting The Requirement Of Lhree Years Outdoor Wealhering Of The Sheeting As Per Irc 67:2012 & Proof Of The Same Repo.T Shall Be Uploaded Whlch Quoting Tender. The Rate Shall Include All Materials, Labour, T&P, Lransportation, Installation And Lncidentals All Complete As Per Direction Of The Eng Neer-In-Charge. , Retro-Reflectivesheeting Type Iv With 4 Mm Thjck Acm Double Side: Providing & Fixing Of Reflective Signs Wilh A Corrosion Resistant 4 Mm Lhlck With 0.4 To 0.5 Mm Both Side Aluminium Skin Alumlnium Composite Panel Face To Be Fully Covered With High Tntensity Prismaiic Sheeling Type Lv As Per Irc-67:2012 Retro Reflective Sheeting With Back Frame Ms Angle Of 35X35x5 Mm Legends Letters , Numerals And Borders Elc Should Be As Per Morth Specification No801.3.7 The Sheeting Shall Have A Pressure - Sensitive Adhesive Of The Aggressive - Tack Type Requiring No Heai, Solvent Olher Preparation For Adhesion To A Smooth Clean Surface, Ln A Manner Recommended By The Sheeling Manufacturer. The Acn,4 (Aluminium Cornposite L\,4Aterials) Shall Be Ilxed On The Back Frame Ms Angle With Nveling. Micro Prismatic Type Lv Retro Refleclive Sheeting Conflrming Io Astm D4956-09 Shall Be Pressure Llxed. The Reko Reflective Sheeling Shall Be Tesled For A Cedificate Of Having The Sheeting Tested For Coemcient Oi Reko Reflection, Daytime Colour And Luminance, Shrinkage Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Fungus Resislance, 3 Years Outdoor Weatherlng And Its Having Passed These Tests Shall Be Obtained From Lnternallonal/Government Laboratory/ Lnstitute By Lhe Manufacturer Of Lhe Sheeting And In Case The Certificale Is Oblained From International Condition It Should Also Be Obta Ned From Lndian Condilion Wilhin 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternatively, A Certilicate Conforming 10 Astm Speciflcatlon (0 4958-09) On Aatiflclal Accelerated Weathering Requirements From A Reputed Laboratory In Lndia Can Be Accepled Provisionally. Ln Sllch A Situation, The Employer/Client If So Desires, Could Seek For A Performance Guarantee Which Would Be Released Afler Receipl Of Cerlillcate Meeting The Requirement Of Lhree Years Outdoor Weathering Of The Sheeling As Per Irc 67I2012 & Proof Of The Same Repofl Shall Be Uploaded Which Quoting Tender. The Rate Shall Include All Materials, Labour, T&P, Transportation, Installalion And Incidentals All Cornplete As Per Dlreclion Of The Engineer-In-Charge , Retro-Refle.Ctivesheeting Type-Xl With 4 Mm Thick Acm Single Side Providing & Fixing Of Reflective Signs Wilh A Corrosion Resistant 4 Mm Thick With 0.4 To 0.5 Mm Both Slde Aluminium Skin Alumlnium Composite Panel Face To Be Fully Covered With High Lntensity Prismatlc Sheeting Type Lv As Pet Irc-67:2012 Reko Reflective Sheeling With Back Frame L\,4S Angle Of 35X35x5 Mm. Legends , Letters , Numerals And Borders Etc Should Be As Per L\Lorth Specification No_ 801.3.7 The Sheeting Shal Have A Pressure - Sensitive Adhesive Of The Aggressive Tack Type Requiring No Heal Solvent Other Preparation For Adhesion To A Smooth Clean Surface, In A Manner Recommended By The Sheeting Manufacturer. The Acm (Alllminium Composite L\,4Aterlals) Shall Be Fixed On The Back Frame Ms Angle With Riveting. Micro Prismatic Type Lv Retro Reflective Sheeung Conflrming To Astlvl D4956-09 Shall Be Pressure Fixed. The Relro Reflective Sheeting Shall Be Tested For A Cefiilicate Of Having The Sheeting Tested For Coeificient Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Iungus Resistance. 3 Years Outdoor Weathering And Lts Having Passed These Tests Shall Be Obtained From Lnlernational/Government Laboraiory/ Lnstitute By The Manufacturer Of The Sheeting And In Case The Cefiificate Ls Obtained From Lnternational Condition. It Should Also Be Oblalned From Lndian Condition Wilhin 3 Years Of Launching Of Producl By The Manufacture In Abroad. Alternatively, A Certificate Conforming To Astii Speciflcation (D 4S5b-09) On Adiflcial Accelerated Weathering Requirements From A Reputed Laboratory In Lndia Can Be Accepted Prcvisionally. Ln Such A Siluation, The Employer/Client, If So Desires, Could Seek For A Performance Guaranlee Which Would Be Released After Receipt Of Certiflcate Meeting The Requirernent Of Three Years Outdoor Weathering Of Lhe Sheeting As Per Irc 67:2012 & Prooi Of The Same Reporl Shall Be Uploaded Which Quoting Tender. The Rate Shall Include All Materials, Labour, T&P, Transpoftalion, Installation And Incldentals All Complete As Per Direction Oi The Engineer-Ln-Charge , Retro-Reflectlveshoeting Type-Xl With 4 Mm Thick Acm Double Side Providing & Rlxing Of Reflective Signs With A Colrosion Resistanl 4 Mm Thick With 0.4 To 0.5 Mm Both Side Aluminium Skin Aluminium Composite Panel Face Lo Be Iully Covered With High Lntensity Prismatic Sheeling Type Lv As Per Irc-67:2012 Relro Retlective Sheeting Wlth Back Frame Ms Angle Of 35X35x5 Mm. Legends , Letters , Numerals And Borders Etc Should Be As Per Morth Specification No_ Bo1.3.7 .The Sheeting Shall Have A Pressure - Sensilive Adhesive Of The Aggressive - Tack Type Requiring No Heat, Solvent Other Preparation For Adhesion Lo A Smooth Clean Surface, In A Manner Recommended By The Sheeting Manufacturer, The Acn,4 (Aluminlum Composite Materlals) Shall Be Fixed On The Back Fiame Ms Angle With Riveting. Micro Prismalic Type Lv Retro Reflective Sheeting Conflrming To Astm D4956 09 Shall Be Pressure Fixed. The Relro Refleclive Sheeting Shall Be Tested For A Ce(Iilcate Of Having The Sheeting Tested For Coefllcient Of Retro Reflection, Daylime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Funqus Resistance. 3 Years Outdoor Weathering And Its Having Passed These Tests Shal Be Oblained From Lnternationa /Governmenl Laboratory/ Lnstitute By The Manufacturer Of The Sheeting And In Case Lhe Certillcate Ls Obtained From Internalional Condition, It Should Also Be Obtained From Lndian Condition Within 3 Years Of Launching Of Product By The Manufacture In Abroad Alternalively, A Ce(Iilcate Conforming To Astm Specification (D 4956-09) On Artiflcial Accelerated Wealhering Requirements From A Reputed Laboratory In Lndia Can Be Accepted Provisionally. Ln Such A Sltuation, The Employer/Cllent, If So Deslres Could Seek For A Performance Guarantee Which Would Be Released After Receipt Of Cedillcate Meeling The Requirement Of Lhree Years Outdoor Weathering Of The Sheeting As Per Irc 67:2012 & Proof Of The Same Repo( Shall Be Uploaded Which Quoting Tender. The Rate Shall Include All Materials, Labour, T&P, Transpo.Tation, Installation And Incidentals All Complete As Per Direction Of The Engineer-In-Charge , Bollard (Single Sido) Supply & Fixing Of Bollard Made(Single Side) Out Of2mm Thick Aluminium Sheet Face Lo Be Covered With High Intensity Prismatic Grade Type Lv Sheeting , Legends , Letters , Numerals And Borders Etc Should Be As Per Morth Specillcation No-801.3.7 . Welded Poly Shaped To Make It Monolithic Pillar Size 12Oo Mm High Bollard Is Having A Frame 900X600 Mm And 600 Mm Dia For Fixation Made Out Of 35 X 35 X 5 Mm Angle Iron And From Side Is Fully Cover (Size Of Foundation 0.45X0.45X0.60M) , Bollard (Doublo Side) Supply 8, Fixing Of Bollad Made (Double Side) Out Of 2Mm Thick Aluminium Sheet Face To Be Covered With High Intensity Prismatic Grade Iype Lv Sheeting Legends , Letters , Numerals And Borders Etc Should Be As Per Morih Specification No-801.3.7. Welded Poly Shaped To Make It Monolithic Pillar Size 1200 Mm High Bollard Is Having A Frame 900X600 Mm And 600 Mm Dia For Fixation Made Out Of 35 X 35 X 5 Mm Angle Iron And From Side Ls Fully Cover. (Size Of Foundalion 0.45X0.45X0.60M) , Solar Power Road Marker (Solar Studs) The Solar Studs Shalt Be Made Of Aluminium Alloy And Poly Carbonate Material Which Shall Be Absolutely Weather Resistant And Strong Enough To Support A Load Of 13,635 Kg Tested In Accordance With Ast[4 D4280. Lts Co]Our May Be While . Red , Yellow , Green Or Blue Or Combination As Directed By The Engineer . Its Water Resislance Shall Meet Lhe Requiremenls Of Lp 65 In Accordance Wilh 15:12063:1987 Category 2 For Protection Againsl Water Ingress The Dimensions Of Solar Sluds Shall Not Be Less Than 100 Mm X 100 Mm X 10 Mm Ltshall Have Super Bright Leds So As To Provide Long Visibillty From A Distance Of More Than B0o M. Lts Flashing Rate Shall Not Be Less Than1 Hz Lts Should Be Able To Glve The Prescribed Performance In The Temperrature Range Of - 40C To +55C Lts Life Shall Be Not Less Than 3 Years. The Rate Shall Include All Materials, Labour, Equipments, Fabrication, Transportation, Erecuon, Installation And Incidentals All Complete As Per Direclion Of The Englneer-In-Charge , Cast-Ln-Situ Cement Concreto M 20 Kerb Construction Of Cement Concrete Kerb With Top And Bottom Width 115 And 165 Mm Respectively, 250 Mm High In M 20 Grade Plain Cement Concrete On M-10 Grade Foundation 150 Mm Thick, Foundation Having 50 Mm Projection Beyond Kerb Stone, Kerb Stone Laid With Kerb Laying Machine, Foundation Concrete Tad Manually, Alt Complete As Per Clause 408. , Retro-Reflectorised Traffic Sign As Per Irc-87-2012 Providing And Flxing Of Retro-Reflectorised Caulionary, Mandalory And Informalory Sign As Per Irc 167-2012 Made Of High Intensily Grade Sheeting Type Lv Vide Clause 801.3, Fixed Over Aluminium Sheeting 15 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Ilrmly Fixed To The Ground By Means Of Properly Designed Foundation With M 15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm. 60 Cm Below Ground Level As Per Approved Drawing. The Retro Reflective Sheeting Shall Be Lested For A Cerliilcate Of Having The Sheeling Tested For Coetflcient Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Flrngus Resistance 3 Years Outdoor Weatherrng Anci Ils Having Passed Lhese Lesls Shall Be Obtained From Lnternational/ Government Laboratory/ Lnstitute By The Manufacturer Of The Sheeting And In Case The Cerlillcate Is Obtained From Lnternatlonal Condition, It Should Also Be Obtained From Lndian Condiuon Within 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternalively, A Certiflcate Conforming To Asti\,4 Specillcation (0 4956-09) On Artiflcial Accelerated Weathering Requirements From A Reputed Labo.Atory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer / Client, If So Deskes, Could Seek For A Peformance Guarantee Which Would Be Released After Receipt Of Cerlificate Meeting The Requirement Of Three Years Olrtdoor Weathering Of The Sheeting As Per Irc 67.2012. Legends,Lellers, Numerals And Borde.S Etc Should Be As Per Aiorth Speciflcation No-801.3.7 . Proof Of The Same In Form Of Government 90 Cm Equllateral Tringle With Dif,Lnitation Plate Size (20Cm X 60Cm , Retro-Reflectorised Traffic Sign As Per Irc-87-2012 Providing And Flxing Of Retro-Reflectorised Caulionary, Mandalory And Informalory Sign As Per Irc 167-2012 Made Of High Intensily Grade Sheeting Type Lv Vide Clause 801.3, Fixed Over Aluminium Sheeting 15 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Ilrmly Fixed To The Ground By Means Of Properly Designed Foundation With M 15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm. 60 Cm Below Ground Level As Per Approved Drawing. The Retro Reflective Sheeting Shall Be Lested For A Cerliilcate Of Having The Sheeling Tested For Coetflcient Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Flrngus Resistance 3 Years Outdoor Weatherrng Anci Ils Having Passed Lhese Lesls Shall Be Obtained From Lnternational/ Government Laboratory/ Lnstitute By The Manufacturer Of The Sheeting And In Case The Cerlillcate Is Obtained From Lnternatlonal Condition, It Should Also Be Obtained From Lndian Condiuon Within 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternalively, A Certiflcate Conforming To Asti\,4 Specillcation (0 4956-09) On Artiflcial Accelerated Weathering Requirements From A Reputed Labo.Atory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer / Client, If So Deskes, Could Seek For A Peformance Guarantee Which Would Be Released After Receipt Of Cerlificate Meeting The Requirement Of Three Years Olrtdoor Weathering Of The Sheeting As Per Irc 67.2012. Legends,Lellers, Numerals And Borde.S Etc Should Be As Per Aiorth Speciflcation No-801.3.7 . Proof Of The Same In Form Of Government 60 Cm Eqlrilateral Trinqle With Difflnitation Plate (20Cm X 60Cm) , Retro-Reflectorised Traffic Sign As Per Irc-87-2012 Providing And Flxing Of Retro-Reflectorised Caulionary, Mandalory And Informalory Sign As Per Irc 167-2012 Made Of High Intensily Grade Sheeting Type Lv Vide Clause 801.3, Fixed Over Aluminium Sheeting 15 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Ilrmly Fixed To The Ground By Means Of Properly Designed Foundation With M 15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm. 60 Cm Below Ground Level As Per Approved Drawing. The Retro Reflective Sheeting Shall Be Lested For A Cerliilcate Of Having The Sheeling Tested For Coetflcient Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Flrngus Resistance 3 Years Outdoor Weatherrng Anci Ils Having Passed Lhese Lesls Shall Be Obtained From Lnternational/ Government Laboratory/ Lnstitute By The Manufacturer Of The Sheeting And In Case The Cerlillcate Is Obtained From Lnternatlonal Condition, It Should Also Be Obtained From Lndian Condiuon Within 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternalively, A Certiflcate Conforming To Asti\,4 Specillcation (0 4956-09) On Artiflcial Accelerated Weathering Requirements From A Reputed Labo.Atory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer / Client, If So Deskes, Could Seek For A Peformance Guarantee Which Would Be Released After Receipt Of Cerlificate Meeting The Requirement Of Three Years Olrtdoor Weathering Of The Sheeting As Per Irc 67.2012. Legends,Lellers, Numerals And Borde.S Etc Should Be As Per Aiorth Speciflcation No-801.3.7 . Proof Of The Same In Form Of Government 60 Cm Circular With Difflnltation Plale (20Cm X 60Cm) . , Retro-Reflectorised Traffic Sign As Per Irc-87-2012 Providing And Flxing Of Retro-Reflectorised Caulionary, Mandalory And Informalory Sign As Per Irc 167-2012 Made Of High Intensily Grade Sheeting Type Lv Vide Clause 801.3, Fixed Over Aluminium Sheeting 15 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Ilrmly Fixed To The Ground By Means Of Properly Designed Foundation With M 15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm. 60 Cm Below Ground Level As Per Approved Drawing. The Retro Reflective Sheeting Shall Be Lested For A Cerliilcate Of Having The Sheeling Tested For Coetflcient Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Flrngus Resistance 3 Years Outdoor Weatherrng Anci Ils Having Passed Lhese Lesls Shall Be Obtained From Lnternational/ Government Laboratory/ Lnstitute By The Manufacturer Of The Sheeting And In Case The Cerlillcate Is Obtained From Lnternatlonal Condition, It Should Also Be Obtained From Lndian Condiuon Within 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternalively, A Certiflcate Conforming To Asti\,4 Specillcation (0 4956-09) On Artiflcial Accelerated Weathering Requirements From A Reputed Labo.Atory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer / Client, If So Deskes, Could Seek For A Peformance Guarantee Which Would Be Released After Receipt Of Cerlificate Meeting The Requirement Of Three Years Olrtdoor Weathering Of The Sheeting As Per Irc 67.2012. Legends,Lellers, Numerals And Borde.S Etc Should Be As Per Aiorth Speciflcation No-801.3.7 . Proof Of The Same In Form Of Government B0 Mm X 60 Mm Reclangu annual repair With Difllnitation Plate (20Cm X 60Cm) , Retro-Reflectorised Traffic Sign As Per Irc-87-2012 Providing And Flxing Of Retro-Reflectorised Caulionary, Mandalory And Informalory Sign As Per Irc 167-2012 Made Of High Intensily Grade Sheeting Type Lv Vide Clause 801.3, Fixed Over Aluminium Sheeting 15 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Ilrmly Fixed To The Ground By Means Of Properly Designed Foundation With M 15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm. 60 Cm Below Ground Level As Per Approved Drawing. The Retro Reflective Sheeting Shall Be Lested For A Cerliilcate Of Having The Sheeling Tested For Coetflcient Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Flrngus Resistance 3 Years Outdoor Weatherrng Anci Ils Having Passed Lhese Lesls Shall Be Obtained From Lnternational/ Government Laboratory/ Lnstitute By The Manufacturer Of The Sheeting And In Case The Cerlillcate Is Obtained From Lnternatlonal Condition, It Should Also Be Obtained From Lndian Condiuon Within 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternalively, A Certiflcate Conforming To Asti\,4 Specillcation (0 4956-09) On Artiflcial Accelerated Weathering Requirements From A Reputed Labo.Atory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer / Client, If So Deskes, Could Seek For A Peformance Guarantee Which Would Be Released After Receipt Of Cerlificate Meeting The Requirement Of Three Years Olrtdoor Weathering Of The Sheeting As Per Irc 67.2012. Legends,Lellers, Numerals And Borde.S Etc Should Be As Per Aiorth Speciflcation No-801.3.7 . Proof Of The Same In Form Of Government 60 Mm X 45 Mm Rectangular With Difllnitation Plale (2Ocm X 60Cm) , Retro-Reflectorised Traffic Sign As Per Irc-87-2012 Providing And Flxing Of Retro-Reflectorised Caulionary, Mandalory And Informalory Sign As Per Irc 167-2012 Made Of High Intensily Grade Sheeting Type Lv Vide Clause 801.3, Fixed Over Aluminium Sheeting 15 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Ilrmly Fixed To The Ground By Means Of Properly Designed Foundation With M 15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm. 60 Cm Below Ground Level As Per Approved Drawing. The Retro Reflective Sheeting Shall Be Lested For A Cerliilcate Of Having The Sheeling Tested For Coetflcient Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Flrngus Resistance 3 Years Outdoor Weatherrng Anci Ils Having Passed Lhese Lesls Shall Be Obtained From Lnternational/ Government Laboratory/ Lnstitute By The Manufacturer Of The Sheeting And In Case The Cerlillcate Is Obtained From Lnternatlonal Condition, It Should Also Be Obtained From Lndian Condiuon Within 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternalively, A Certiflcate Conforming To Asti\,4 Specillcation (0 4956-09) On Artiflcial Accelerated Weathering Requirements From A Reputed Labo.Atory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer / Client, If So Deskes, Could Seek For A Peformance Guarantee Which Would Be Released After Receipt Of Cerlificate Meeting The Requirement Of Three Years Olrtdoor Weathering Of The Sheeting As Per Irc 67.2012. Legends,Lellers, Numerals And Borde.S Etc Should Be As Per Aiorth Speciflcation No-801.3.7 . Proof Of The Same In Form Of Government 60 Cm X 60 Cm Square With Difflnitation Plate (20Cm X 60Crn) , Direction And Place Identification Signs Up To 0.90 Sqm Size Board Providing And Erecting Directlon And Place Identification Retro Reflectorised S Gn As Per Irc-67 Made Of High Intensily G.Ade Sheeting The Relro Reflective Sheelng Shall Be Tested For A Certiicate Of Having The Sheeling Tested For Coefficient Of Reko Reflection. Daytime Colour And Luminance, Shrinkage, Flexibllity. Liner Removal Adhesion, Impacl Resislance, Specula. Gloss And Iungus Resistance, 3 Years Ouldoor Weathering And Its Having Passed These Tesls Shall Be Obtalned From Lnternational/Govemment Laboraiory/ Lnslitule By The Manufacturer Of The Sheeting And In Case The Certillcate Is Obtained From International Condition, It Should Also Be Obtained From Lndian Condltion Within 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternatively, A Certiflcate Confonning To Ast[4 Specification (D4956 09) On Art Ficial Ccelerated Wealhering Requirements Faom A Reputed Laboratory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer I Client, If So Desires, Could Seek For A Performance Guarantee Which Would Be Released After Receipt Of Cerlificate Meeting The Requirement Of Lhree Years Olrtdoor Weathering Of Lhe Sheeting As Per Irc 67 2012. Legends , Letters , Nurrerals And Borders Etc Should Be As Per Imorth Speciilcation No-801.3.7 Sheet Fixed Over Aluminium Sheetinq .2 Mm Thick Wilh Area Not Exceeding 0.9 Sqm.Supported On A Mild Steel Single Angle Iron Post 75X75x6 Mm Flrmly Fixed Lo The Ground By Rneans Of Property Designed Foundalion With N,4-15 Grade Cement Concrete 45X45x60 Cm.,Below Ground Lcvcl As Pcr Approvcd D.Awing. Complete. , Tree Plats Supply & Fixing Of Retro Reflective Tree Plate Having Size 15Cm X15cm, Conjisiing Type Xl Retro Reflective Sheeting Lixed Over 1.50 Mm Thick Aluminiu; Sh;Et Including Labour, Material T&P Etc For Proper Completion Of The Work. The Rate Shall Include All Materials, Labour, T&P, Transportation, Lnstallation And Incidentals All Complete As Per Direction Of The Engineer-Incharge. , Traffic Cone Traffice Cone: Supply Of Red Fluorescent Wilh With Refleclive Sleeve Trafflc Cone A Squre Base Of 300 To 500 Mm & Thickness 35 Mm And A Heiht Of 1000 Mm To 500 Mm. Thay Shall Be Brilliant Red / Orange / Yellow And Shall Be Made Of Ldpe Material Ihat Can Be Struck Without Causing Damage Lo Lmpacting Vehicles. Retro-Reflect Orization Of Cone Shall Be Provided By A 150 Mm Wide While Band Located 75 Lo 100 Mm Irom The Top Of The Cone And Additional 100 Mm Wide White Band Located Approximately 50 Mm Below The 150 Mm Band The Rate Shallinclude All Materials, Labour, T&P, Transportation, Lnstallation And Incidentals All Complete As Per Direction Ofthe Engineer-In-Charge. 1000 Mm Helght , Traffic Cone Traffice Cone: Supply Of Red Fluorescent Wilh With Refleclive Sleeve Trafflc Cone A Squre Base Of 300 To 500 Mm & Thickness 35 Mm And A Heiht Of 1000 Mm To 500 Mm. Thay Shall Be Brilliant Red / Orange / Yellow And Shall Be Made Of Ldpe Material Ihat Can Be Struck Without Causing Damage Lo Lmpacting Vehicles. Retro-Reflect Orization Of Cone Shall Be Provided By A 150 Mm Wide While Band Located 75 Lo 100 Mm Irom The Top Of The Cone And Additional 100 Mm Wide White Band Located Approximately 50 Mm Below The 150 Mm Band The Rate Shallinclude All Materials, Labour, T&P, Transportation, Lnstallation And Incidentals All Complete As Per Direction Ofthe Engineer-In-Charge. 750 Mm Helght , Traffic Cone Traffice Cone: Supply Of Red Fluorescent Wilh With Refleclive Sleeve Trafflc Cone A Squre Base Of 300 To 500 Mm & Thickness 35 Mm And A Heiht Of 1000 Mm To 500 Mm. Thay Shall Be Brilliant Red / Orange / Yellow And Shall Be Made Of Ldpe Material Ihat Can Be Struck Without Causing Damage Lo Lmpacting Vehicles. Retro-Reflect Orization Of Cone Shall Be Provided By A 150 Mm Wide While Band Located 75 Lo 100 Mm Irom The Top Of The Cone And Additional 100 Mm Wide White Band Located Approximately 50 Mm Below The 150 Mm Band The Rate Shallinclude All Materials, Labour, T&P, Transportation, Lnstallation And Incidentals All Complete As Per Direction Ofthe Engineer-In-Charge. 500 Mm Helght , Aluminum-Backed Flexible Prismatic Sheeting Shall Be Made Of Yellow Colored Flexible Prismallc Sheeting With Non-Rnetallic Prismatc Lens Formed In A Lransparent, Synthelic Resin As Retro Leflective Elements. This Llexible Prlsmatic Sheeting Shall Have Black And Yellow Stripes With Aluminum Backed Flexible Prismatic Type Vl Sheeting Conforming To Astm: D4956 . Specifications And Standards Of Coefllcient Of Relro Refleclivity, Flexibility And Lmpact Resislance Applicable For Reboundable Devices This Flexible Prismatic Sheeting Shall Have Screen Printed Arrow/Slant Line Pattern In Black Colour In A Continuous Roll Format. Wldlh Of Object Marker Shall Be 300 Mm. The Rate Shall Include All Materials, Labour, T&P, Transportation, Installation And Incidentals All Complete As Per Direclion Of The Engineer In-Charge , 2.40 M Span Over Head Cantilever Structure With 150 Die Ms One Vertical Post (Double Side Retro Reflective Sign Boards) Supply, Fixing & Eraction Of Built Up Cantilever Structure 240 M Span O.PiiIng Oi One Ve.Tical Posts Of 7 30 N4 Heighl Made Up Of 150 Mm Nb Medium Class T\4S Pipe As Vertical Memberwelded With 10 Mm Ms Plate At Top & Lo Mm Lvls Plate At Boltom. Flxing To Vertical Post As Per Structllre Design & Drawing Wiih One Of Steel Primer And Two Coats Of Synthetic Enamel Plant And The R;Tro Reflective Sheetinq Shall Be Tesled For A Certifcale Of Having The Sheeting Tested Fo. Coemcient Of Retro Reflection, Daylime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Fungus Resistance, 3 Years Olltdoor Wealhering And Ils Having Passed These Lests Shall Be Obtained From Lnternational/Government Laboraiory/ Lnstitute By The Manufactllrer Of The Sheeting And In Case The Certificate Is Obtained From Internatlonal Condilion, It Should Also Be Obtained From Lndian Condition Wilhin 3 Years Of Launchlng Of Product By The Manufacture In Abroad. Alternatively, A Cedificate Confonning Io Astm Speciflcation (0 4956 09) On Artificial Accelerated Weathering Reqllirements From A Reputed Laboratory In Lndia Can Be Accepted Provisionally. N Such A Sltuation, The Employer / Client, If So Desiaes. Could Seek For A Peformance Guarantee Which Would Be Released After Receipt Of Cerllllcate Meeting The Requirement Of Three Years Outdoor Weathering Ol Lne Sheeling As Pel Irc 67 2012 . Legenos . ,Etters . Numerdls And Borders Elc Sholllo Be Asperl\,4Orlh Specif,Calion No_801 37 The Work Includes Construction Of Reinforced Cement Concrete Foundation Of Size 0.60X0.60X1.20 M Of Required Depth As Per Site Condilion For Built Up Struclure Lncluding Earth Work In Excavation 100 Mm Thick Lean Concrete Ln 1:3:6 Cemenl Coarse Sand And 40 Mm Gauge Stone Ballast. Reinforced Cement Concrete Lm25 Includlng Supply And Fixing Of 25 Mm Dla Foundalion Bolts 600 Mm Long As Per Provision Of Slructure Design Including Cost Ot Reinforcement & Shuttering. The Lateral Vertical Clearances And Complete. Lnstallation Work Shall Be As Per Relevant Clauses Of Mort&H Specitlcation Seclion 800 And Irc 67 2012 Complete In A I Respect The Rates Shall Inclucle Cosl Ol Design Fabrication, Supply, Lransporlalion, Local Shifling Erection Of Signage Slructure Using Crane, Incluslve Of All Taxes Etc All T&P Machine, Material And Labout Required For Proper Completion Of Work As Per Direction Of Engineer-In-Charge , Retro-Reflectorised Traffic Sign As Per Irc-87-2012 Providing And Flxing Of Retro-Reflectorised Caulionary, Mandalory And Informalory Sign As Per Irc 167-2012 Made Of High Intensily Grade Sheeting Type Lv Vide Clause 801.3, Fixed Over Aluminium Sheeting 15 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Ilrmly Fixed To The Ground By Means Of Properly Designed Foundation With M 15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm. 60 Cm Below Ground Level As Per Approved Drawing. The Retro Reflective Sheeting Shall Be Lested For A Cerliilcate Of Having The Sheeling Tested For Coetflcient Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Flrngus Resistance 3 Years Outdoor Weatherrng Anci Ils Having Passed Lhese Lesls Shall Be Obtained From Lnternational/ Government Laboratory/ Lnstitute By The Manufacturer Of The Sheeting And In Case The Cerlillcate Is Obtained From Lnternatlonal Condition, It Should Also Be Obtained From Lndian Condiuon Within 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternalively, A Certiflcate Conforming To Asti\,4 Specillcation (0 4956-09) On Artiflcial Accelerated Weathering Requirements From A Reputed Labo.Atory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer / Client, If So Deskes, Could Seek For A Peformance Guarantee Which Would Be Released After Receipt Of Cerlificate Meeting The Requirement Of Three Years Olrtdoor Weathering Of The Sheeting As Per Irc 67.2012. Legends,Lellers, Numerals And Borde.S Etc Should Be As Per Aiorth Speciflcation No-801.3.7 . Proof Of The Same In Form Of Government 30X90 Cm (Lefrright) Object Hazard , Retro Rellectorisod Signs (Stajnless Steel Frame And Post With One Side Sings) Supply & Fixing Of Reflective Sign Board (Single Side) Of Size 1.50X1.20 M Retro Refleclive Sheeling Of Hip Grade Type-Lv, Lhe Board Shall Be Fixed On 50Mm Ss 304 Grade Pipe And Refleclive Sheet On 4 Mm Thick, Acm Sheel Of Standard Make As Per Morth Specificaton. The Board Shall Be Fixed Using 2 Man Post 45X45x60 Cm Cement Conclete Foundauon. The Stainless Steeljoint Welding Of Ss Pipe Work Shall Be Band And Grinder Property Including Bufflng So An To Give Uniiorm Shining At Weded Joinls. The Retro Reflective Sheellng Shall Be Lested For A Certiflcate Of Having Ihe Sheeting Tested For Coefficienl Of Retro Reflection, Daytime Cololrr And Luminance, Shrinkage, Flexibility, Linet Removal, Adheslon, Impact Resistance, Specular Qloss And Fungus Resistance, 3 Years Outdoor Weathering And Its Having Passed These Tests Shall Be Obtained From Lnternational/Governmenl Laboratory/ Institute By Lhe Manufacturer Of The Sheeting And Ln Case The Cedillcate Is Obtained From Inlernational Condition, It Should Also Be Oblained From Lndian Condition Within 3 Years Of Launching Of Procluct By The Manufacture In Abroad Allernatively. A Certiflcate Confolrnlng To Astm Specilicalion (D 4956-09) On Artiflcial Acceleraled Weathenng Requirements From A Reputed Laboratory Ln Lndia Can Be Accepled Provislonally. Ln Slrch A Situation, The Employer / Clienl, If So Desires, Could Seek For A Performance Guarantee Which Would Be Released After Receipt Of Certificale Meeting The Requirement Of Three Years Ouldoor Weathering Of The Sheeting As Per Irc 67I2012. Legends , Letters , Numerals And Borders Elc Should Be As Per Morth Specification No-801.3.7 . Proof Of The Same In Form Of Governmenl Repod Shall Be Uploaded While Quoting Tender. , Retro Reflectorised Signs (Stainless Steel Frame And Post With Both Side Sings) Slrpply & Fixing Of Reflecllve Sign Board (Sing E Side) Of Size 1.50X1.20 M Retro Reflective Sheeting Of Hip Grade Type-Lv, The Board Shall Be Fixed On 50Mm Ss 304 Grade Pipe And Refleclive Sheet On 4 Mm Thick Acni Sheet Of Standard Make As Per Morth Speciilcaton. The Board Shall Be Fixed Using 2 Man Post 45X45x60 Crn Cement Concrele Foundation The Stainless Steelioint Welding Of Ss Pipe Work Shallbe Band And Grinder Propefiy Including Butting So An To Give Uniform Shining At Weded Joints. The Relro Reflective Sheeting Sha I Be Tested For A Certificale Of Having The Sheeling Tested For Coefficient Of Retro Reflection Daytime Colour And Luminance, Shrinkage. Flexibiity, Llner Removal, Adhesion, Impact Resistance, Specular Gloss And Fungus Reslstance, 3 Years Outdoor Weathering And Its Having Passed These Tests Shall Be Obtained From Lnternational/Government Laboratory/ Lnstitute By Lhe Manufacturer Of Lhe Sheeling And Ln Case The Certiflcate Is Obtained Lrom Lnternational Condition, It Should Also Be Obtained From Lndian Condition Wlthin 3 Years Of Launching Of Product By The Manufacture In Abroad. Allernatively, A Cerlificate Conforming To Astm Specificalion (0 4956.09) On Artificial Accelerated Weathering Requlremenls From A Reputed Laboratory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer / Clienl, If So Desires, Could Seek For A Performance Guarantee Which Would Be Released After Receipt Of Certificate Meeting The Requirement Of Three Years Outdoor Weather Ng Of The Sheeting As Per Irc 67I2012. Legends. Letters, Numerals And Borders Etc Should Be As Per Morth Specification No-801.3.7 . Proof Of The Same In Form Of Government Report Shall Be Uploaded Whlle Quoting Lender. , Type - A, W : Metal Beam Crash Barrier Providing And Erecting A W Metal Beam Crash Barrler Comprlsing Of 3 Mm Lhick Coffugated Sheet Melal Beam Ral 70 Cm Above Road/Ground Level Flxed On Ismc Series Channel Vertical Posl, 150 X 75 X 5 Mm Spaced 2 M Centre To Centre, 1.8 M High. 1.1 M Below Grolnd/Road Level, All Steel Parts And Fltments To Be Galvanised By Hot Dip Process, All Fltlings To Conform To Lsi1367 And 15:1364. Metal Beam Rail To Be Fixed On The Vedical Post With A Spacer Of Channel Section 150 X 75 X 5 Mm, 330 Mm Long Complete As Per Clause 810 , Type - B, Thrie : Metal Beam Crash Barrier Providing And Erecting A Thrie Metal Beam Crash Barrier Comprising Of 3 Mm Thick Corrugated Sheet Melal Beam Rail,85 Cm Above Road/Ground Level, Fixed On Isi\Ic Series Channel Vertical Post, 150 X 75 X 5 Mm Spaced 2 M Cenlre To Cenke, 2 M High With 1.15 M Below Ground Level, All Steel Parts And Fltments To Be Galvanised By Hot Dip Process, All Fittings To Conform Lo Lsl1367 And Ls:1364 Metal Beam Rail 10 Be Fixed On The Verlical Post With A Space Of Channel Seclion 150 X 75 X 5 Mm, 546 Mm Long Complete As Per Clause 810 , Anti-Termite Treatment The Soil Along With External Perimeter Of Building At The Rate Of 2.5 Litres Of Emulsion Per Square Metre Of The Perimeter Wall {Chapter No.08 Si.No.5} , Anti-Termite Treatment Of The Bottom And Sides Of Excavation At The Rate Of 5Litres Of Emulsion Per Square Metre Of Surface Area {Chapter No.08 Si.No.1} , Anti-Termite Treatment Of The Top Surface Of Filled Earth At The Rate Of 5 Litres Of Emulsion Per Square Metre Of Surface{Chapter No.08 Si.No.3} , Anti-Termite Treatment Of The Soil Under Plinth Protection At The Rate Of 5 Litres Of Emulsion Per Square Metre Of Surface {Chapter No.08 Si.No.4} , Anti-Termite Treatment Of The Backfill In Contact With Foundation At The Rate Of 7.5 Litres Of Emulsion Per Square Metre Of Vertical Surface (Area Of The Sub Structure In Contact With Backfill To Be Measured) {Chapter No.08 Si.No.2} , Treatment Of Existing Masonry Using Chemical Emulsion @ One Litre Per Hole At 300 Mm Interval Including Drilling Holes At 45 Degree And Plugging Them With Cement Mortar 1:2 (1 Cement :2 Coarse Sand) To The Full Depth Of The Hole : With Chlorpyriphos/Lindane E.C. 20% With 1% Concentration {Chapter No.08 Si.No.6-2.35.4.1} , Treatment Of Soil Under Existing Floors Using Chemical Emulsion @ One Litre Per Hole, 300 Mm Apart Including Drilling 12 Mm Diameter Holes And Plugging With Cement Mortar 1 :2 (1 Cement : 2 Coarse Sand) To Match The Existing Floor: With Chlorpyriphos/Lindane E.C. 2Oo/O With 1% Concentration {Chapter No.08 Si.No.6-2.35.3.1} , Providing And Stacking 22.40-53Mm Guage Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Etc All Complete.(Ns) , Supply And Laying Stone Dust Etc All Complete. , Consolidation/Compaction Of Stone Ballast 10Cm Thick (Loose) Coat Including Repairing Of Patches Picking Up To Old Surface Spreading, Ballast Making Medhies To Retain Water And Carriage Of Metal Upto 30M Carriage Of Water Upto 200M Maintenance Of Barriers And All Labour T&P Including Road Roller Charges Etc. Required For Proper Completion Of Work The Stone Ballast Is To Be Supplied To The Contractor Free Of Cost At Site. , Scarifying The Existing Bituminous Road Surface To A Depth Of 150 Mm And Disposal Of Scarified Material With A Lift Upto 3 M And Lead Upto 1000 M As Per Technical Specification Clause 301.4 {Chapter No.20 Si No.16} , Providing And Applying Primer Coat With Ss1 Grade Bitumen Emulsion On Prepared Surface Of Granular Base Including Clearing Of Road Surface And Spraying Primer At The Rate Of 0.70 Kg/Sqm Using Mechanical Means. (As Per Attached Analysis) , Providing And Laying Dense Graded Bituminous Macadam With Higher Capacity Batch Type Hmp Using Crushed Aggregates Of Specified Grading, Premixed With Bituminous Binder @ 4.5 Per Cent By Weight Of Total Mix And Filler, Transporting The Hot Mix To Work Site, Laying With A Hydrostatic Paver Finisher With Sensor Control To The Required Grade, Level And Alignment, Rolling With Smooth Wheeled, Vibratory And Tandem Rollers To Achieve The Desired Compaction As Per Morth Specification Clause No. 505 Complete In All Respects Including Cost Of All Materials, T&P, Labour, Cartage For Proper Completion Of Work As Per Direction Of Enginee-In-Charges. (20-Chapter Analysis Rate) , Providing & Applying Tack Coat With Bitumen Vg-10 Using Bitumen Pressure Distributor At The Rate Of 0.30Kg/Sqm. On The Prepared Primed Granular/Old Painted Surface. Cleaned With Air Compressor. Including All Taxes, Material, Labour, T&P Etc Required For Proper Completion Of The Work. (For Bituminous Surface). (Chapter No.20 Si No.9) , Providing And Laying Bituminous Concrete (Grading-Ii) With 100-120 Tph Hot Mix Plant Producing An Average Output Of 75 Tonnes Per Hour Using Crushed Aggregates Of Specified Grading, Premixed With Bituminous Binder Vg-30 As Per Approved Job Mix Formula Which Ever Is Higher Of Mix And Filler, Transporting The Hot Mix To Work Site, Laying With A Hydrostatic Paver Finisher With Sensor Control To The Required Grade, Level And Alignment, Rolling With Smooth Wheeled, Vibratory And Tandem Rollers To Achieve The Desired Compaction As Per Morth Specification 5Th Revision Clause No. 509 Complete In All Respects Including Cost Of All Materials, T&P, Labour, Cartage For Proper Completion Of Work As Per Direction Of Enginee-In-Charges. (20-Chapter Analysis Rate) , S/L/J Of 20Mm Dia Pvc Cunduct Pipe Etc. All Complete. , Making Of Nala Bandha With Sand Bags. With Local Sand Including Etc. All Complete. (Atached Per Annalysis Rate). , Providing Of Nala Bandha For Diversion Of Nala Etc All Complete.(Ns) , Scraping Of Max Phalt Road Including Disposal Of All Scraped Material To A Distance Of 30Mtrs (100 Ft) As Directed By Engineer-In-Charge C.P. & T&P.Etc. All Complete. {Chapter No.20 Si No. 772(A)} , Dismentling Existing Damage Plaster Including Disposal Of Refuse As Directed By E/Ic With In A Distance Of 60 Meters Etc. All Complete. {Chapter No. 17 S.I. No.16 (706)} , Supply And Fixing Of Light Fitting Switch Board. (None Sheduled) , Fixing Of Gate, Grill And Jali Etc. All Complete. (None Scheduled) , Supply & Fixing Of Wiring Sub Main. , Supply & Fixing Of Plug Point 15Mm. , Supply And Fixing Oxided Iron Fitting Etc. All Complete (None Scheduled) , Supply/Fixing Of 16 Mm Pvc Pipe Adopter Suitable For Item No. , Supply/Fixing Of 20 Mm Cvc Pipe Adopter Suitable For Item No. , Supply & Fixing Of 27Watt. Cfl Etc. All Complete. , Supply And Fixing Cat Eye Including Supply Of All Material, Loabour, T&P Etc. All Complete. (Chapter No.28 Si.No.5B) , Supply And Fixing Wiring Of Light Point. (None Sheduled) , Making Connection Of Drain Of Sewer Line With Existing Man Hole Including Breaking Into And Making Good The Walls, Floors With Cement Concrete 1:2:4 Cement Plastered On Both Side With Cement Mortar 1:3 Finished With A Floating Coat Of Neat Cement And Making Necessary Channels With Cement Concrete 1:2:4 For The Drain Etc. All Complete. (Chapter No.25 Si.No.9) , Cement Concrete Flooring 1:2:4 ( 1 Cement : 2 Course Sand : 4 Graded Stone Of Size 20 Mm Nominal Size) Laid In One Layer Finished With A Floating Coat Of Neat Cement (40 Mm Thick Floor). (Si No. 665), Nbo 14.71) , Providing And Fixing Of Foot Steps Etc All Complete. (Ns) On Market Rate , Providlng And Fixing C.P. Brass Bib Cock Of Approved Quality Conforming To Ls:8931.15 Mm Nominal Bore , Supply & Fixing Of C.P. Brass Stop Cock (Conceled) Of Standerd Design Of Approve Quality Etc. All Complete. (Chapter No.21 Si.No.44) , Providing And Fixing Close Timbering In Trenches On Both Side & All Complete. (A) 0.00 To 3.00 M. (None Scheduled) , Providing And Fixing C.P. Brass Stop Cock (Concealed) Of Standard Design And Of Approved Make Conforming To Ls:8931..15 Mm Nominal Bore , Fixing Window Chowkhats In Existing Opening Including Embedding Chowkhats In Floors Or Walls Cutting Masonry For Holdfasts, Embedding Hold Fasts In Cement Concrete Blocks Of Size 15X10x10 Cm With Cement Concrete 1:3:6 (1 Cement : 3 Coarse Sand :6 Graded Stone Aggregate 20 Mm Nominal Size), Painting Two Coats Of Approved Wood Preservative To Sides Of Chowkhats And Making Good The Damages To Walls And Floors As Required Complete, Including Disposal Of Rubbish To The Dumping Ground, All Complete As Per Direction Of Engineer-In- Charge. (Chapter No.9 Si.No.7A-14.2.1) , Providing And Fixing C.P. Brass Long Body Bib Cock Of Approved Quality Conforming To Ls Standards And Weighing Not Less Than 690 Qms.15 Mm Nominal Bore , Providing And Fixing Pvc Pipe Conforming To Isi Make Working Pressure 6 Kg/Cm Including Testing Labour T&P Etc. All Complete. 75Mm Diameter. (Chapter No.23 Si.No. 32(Ii)) , Providing And Fixing Pvc Pipe Conforming To Isi Make Working Pressure 6 Kg/Cm Including Testing Labour T&P Etc. All Complete. 110Mm Diameter. (Chapter No.23 Si.No. 32(Iii)) , Providing And Fixing Pvc Pipe Conforming To Isi Make Working Pressure 6 Kg/Cm Including Testing Labour T&P Etc. All Complete. 140Mm Diameter. (Chapter No.23 Si.No. 32(Iv)) , Rectangular Shape 1500X450 Mm Mirror With Plastic Moulded Frame. (Chapter No.22 Si.No.77) , Making Ornamental 2D Painting With Special Design Make By Specialist Painter Laying Of Two Coat Birla White Putty And Design By Asian Paint Including All Material Etc. All Complete. (Nn Approved) , Providing Of 8Hp Desel Pump Set For Dewatering Including Hire And Fuel Charge With Operator Etc. All Complete. (None Scheduled) , Fixing Door Chowkhats In Existing Opening Including Embedding Chowkhats In Floors Or Walls Cutting Masonry For Holdfasts, Embedding Hold Fasts In Cement Concrete Blocks Of Size 15X10x10 Cm With Cement Concrete 1:3:6 (1 Cement : 3 Coarse Sand :6 Graded Stone Aggregate 20 Mm Nominal Size), Painting Two Coats Of Approved Wood Preservative To Sides Of Chowkhats And Making Good The Damages To Walls And Floors As Required Complete, Including Disposal Of Rubbish To The Dumping Ground, All Complete As Per Direction Of Engineer-In- Charge. (Chapter No.9 Si.No.7A-14.2.1) , Supply And Fixing 6Mm (1/4) Thick Chine White Glazed Tiles In Flooring Or Dado Laid With 1:3 Cement And Approved Coarse Sand Mortar And Approved Coarse Sand Mortar Finished With White Cement Jointed And Polishing Complete Including Supply Of All Materials, Labor For Porper Completion Of The Work. (Chapter No.14 S.I. No. 628) , Supply & Fixing Of Pre-Cast M-30 Cement Concrete Grass Paver (Rubber Molded Coloured) Over 40Mm Thick Local Sand Bed, With 3Mm Thick Joints Filled With Local Sand Including Leveling, Tempering And Sweeping Etc., Interlocking Bricks Will Be As Description Given In Direction Issued By The Ircsc-03-2004 And Should Be Isi Marked All Complete. 80Mm Thick, Strength Should Not Less Than M-30. (Tiles I Shape Decided By Engineer-In-Charge With Isi Mark) {Chapter No.20 Si.No.17F) , Repairing Of Leakage And Damege Pipe Line Etc All Complete.(Ns) , Lettering & Painting Of Wall Etc. All Complete. , Red Sand Stone Work For Wall Lining Etc. (Veneer Work) 30Mm Thick In Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) Including Camping Jointing In White Cemnet Mortar 1:2 (1 White Cement : 2 Stone Dust) With An Admixture Of Pigment Matching Complete. (Chapter No.18 Si.No.1 New) , Providing And Fixing White Vitreous China Wash Basin Size 630X450mm With Pair Of 15Mm C.P. Brass Pillar Taps Including Etc. All Complete. (Chapter No.24 S.I. No. 3(A)) , Cleaning Of The Site For Workable Etc. All Complete. (Non Scheduled) , Providing Of 32Hp Desel Pump Set For Dewatering Including Hire And Fuel Charge With Operator Etc. All Complete. (None Scheduled) , Supply Of Pre-Cast Reinforced Cement Concrete Slab Size 1200X600x150mm Etc All Complete. (As Per Market Rate) , Supply Of Pre-Cast Reinforced Cement Concrete Slab Size 900X450x150mm Etc All Complete. (As Per Market Rate) , Supply Of Pre-Cast Reinforced Cement Concrete Slab Size 600X450x150mm Etc All Complete. (As Per Market Rate) , Supply Of Pre-Cast Reinforced Cement Concrete Slab Size 900X450x100mm Etc All Complete. (As Per Market Rate) , Fixing Of Reinforced Cement Concrete Slab Etc All Complete. (Ns) , Raising & Re-Fixing Of Manhole Including All Material Labor T&P Etc. All Complete. (Non Scheduled) , Supply & Fixing Reinforced Cement Concrete Menhole Cover Heavy Duty Size Etc. All Complete. (Non Scheduled) , Providing Laying Spreeding And Compacting 45-90Mm Stone Agreegate For W.M.M. Specification Etc. All Complete. (None Scheduled) , Providing And Fixing Water Closet Squatting Pan (Indian Type W.C. Pan) With 100Mm Sand Cast Iron P Or S Trap, 10 Liter Low Level White P.V.C. Flushing Cistern, Including Flush Pipe, Manually Controlled Device (Handle Lever) Conforming To Is: 7231, With All Fittings And Fixtures Complete, Including Cutting And Making Good The Wall And Floors Wherever Required : White Vitreous China Orissa Pattern W.C. Pan Of Size 580X440 Mm With With Integral Type Foot Rests. (Chapter No.24 Si. No.1) , Providing Of 3D Ornamental Wall Art Painting By Architect & Special Painter Including Scrapping Of Wall And Two Coat White Putting White Putty One Coat Primer All Labour Scaffolding Work & Labour T&P Etc. Painting By Asian Special Paint Etc. All Complete. (Rate Mr As Smart City, Agra) , Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam (22.40-53Mm) Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With 3 Wheeled Steel/ Vibratory Roller In Stages To Proper Grade And Camber, Applying And Brooming Requisite Type Of Screening/ Binding Materials To Fill Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density. , Providing & Laying 5Cm. Thick B.M. Laying By Paver Finisher Bitumen Of The @3.4%Kg By Weight And Stone Grit Etc. All Complete. (20-Chapter Analysis Rate) , Providing & Laying 2.5Cm. Thick S.D.B.C. Laying By Paver Finisher Bitumen Of The 5% By Weight Etc. All Complete. (20-Chapter Analysis Rate) , Supply & Fixing M/S Iron Work Display Board Including Painting, Lettering Etc. All Complete. (None Schedule) , Providing And Fixing White Vitreous China Flat Back Half Stall Urinal Of Size 580X380x350mm With White Pvc Automatic Flushing Cistern, With Fittings, Standared Size C.P. Brass Flush Pipe, Spreaders With Union And Clamps (All In C.P. Brass) With Waste Fitting As Per Is: 2556, C.I. Trap With Outlet Grating And Other Couplings In C.P. Brass, Including Painting Of Fitting And Cutting And Making Good Thg Walls And Floors Whereever Required: Single Half Stall Urinal With 5 Litre Pvc. Automatic Flushing Cistern. (Chapter No.24 Si.No.4A) , Supply And Fixing Of Precast Reinforced Reinforced Cement Concrete Benches (Pfrc) Ornamental Benches With 02 Year Warranty Etc All Complete. (None Scheduled) , S/L/F Supply Of 1000Mm Dia Np-3 Reinforced Cement Concrete Hume Pipe In Proper Position As Directed By E/I Including Catage Of Pipes Collars Upto 30M Distance Etc All Complete. (Chapter No.1 Si.No.31(E) ) , Reinforced Cement Concrete Work With Cement Approved Coarse Sand And 2Cm (3/4) Gauge Approved Stone Ballast In The Proportion 1:2:4 In Reinforced Cement Concrete Slab Excluding Supply Of Reinforcement And Its Bending But Including Its Fixing And Binding The Same With 24 Bwgi Binding Wire And Including Necessary Centring And Shuttering Etc. And Also Including Supply Of All Materials Labor And Tools And Plants Etc. Required For Proper Completion Of The Work. Strength Of The Concrete Shall Not Be Less Than M-150. (5-Chapter S.I. No.-284) , Supply & Fixing Granite Stone Work Display Board (Size 2.50Ft X 4.00Ft) Including Painting, Lettering Etc. All Complete. (None Schedule) , Installation Of 1.50 H.P. Isi Marked Sumbercible Pump Etc All Complete. (Attache As Per Santion Annalysis) , Cost Of Septik Tank Attache As Per Estimate & Details. , Plain Glass Best Quality, Cut To Size 5Mm Thick , Providing And Fixing Designer Dustbin (Market As Per Catlog Code No. Db-03). , Supply Of Planting Of Trees Amaltas, Jaarul, Arjun Or Any Other As Per Architect Of Road Side 600X600 Dia Hole Meter Daging Road With One Years Maintenance. , Hdpe Pipes Pe100 Pn 06 Sdr 21 Dn 110Mm Is:4984:2016 (As Per Market Rate) , Hdpe Pipes Pe100 Pn 06 Sdr 21 Dn 160Mm Is:4984:2016 (As Per Market Rate) , Supply & Fixing Of Pre-Cast Reinforced Cement Concrete Drain Cover Different Size Etc All Complete. , Supply And Sowing Of Grass In Park Including One Year Mantinance Etc. All Complete. (None Scheduled) , Supplying And Stacking Of Good Earth At Site Including Royalty And Carriage Upto 8 Km Lead Complete (Earth Measure Dinstacks Will Be Reduced By 20% For Payment) .(Dar 2020 Hort-Basic Rates 2.2) Based , Supply And Fixing Of Light, Fitting Switch Board. (None Sheduled) , Supply And Fixing Of Chest Press Double. , Supply And Fixing Of Leg Press Double. , Supply And Fixing Of Triple Twister. , Supply And Fixing Of Shoulder Builder Double. , Supply And Fixing Of Air Walker. , Supply And Fixing Of Doublebar. , Supply And Fixing Of Rower. , Supply And Fixing Of Horse Rider. , Supply And Fixing Of Plastic Side With Iron Ladder 12 Feet Length. , Supply And Fixing Of See Saw Double Board Jhoola Etc All Complete. (None Scheduled) , Supply And Fixing Sliding With Swing Jhoola Etc All Complete. (None Scheduled) , Supply And Fixing Slide Ground Level Mgr Jhoola Etc All Complete. (None Scheduled) , Supply And Fixing Of Snack Climber Jhoola Etc All Complete. (None Scheduled) , Supply And Fixing Of Slide Jhoola Etc All Complete. (None Scheduled) , Supply And Fixing Of Nursery Combo Set Revolving Jhoola Etc All Complete. (None Scheduled) , Providing And Fixing Of Stainless Steel Water Cooler 4 Tap Etc. All Complete. (None Schedule) , Supply And Fixing Bansi Paharpur (Red/White) Bharra Sand Stone Fully Moulded, Engraved, Carved With Polishing And Dressing Including Clamp And Fashners Of Pillar Set With All Complete Work Etc. (None Schedule) , Supply & Fixing Of Rubber Moulded Cement Concrete Kerb Stone (Double Tapper) M-20 With Labour T&P Etc All Complete. , Supply And Installation And Jointing Of 500Mmx500mm Epdm Rubber Mat Flooring Of Thickness 24Mm Puling All Labour Material T&P Etc. All Complete (Rate As Per Jhs Jscl Mr). , Providing And Laying Autoclaved Aerated Cement Blocks Masonry With 150Mm/230Mm/300Mm Thick Aac Blocks In Super Structure Above Plinth Level Up T Floor Five Level With Reinforced Cement Concrete Band At Sill Level And Lintel Level With Approved Block Laying Polymer Modified Adhesive Mortar All Complete As Per Direction Of Engineer-In-Charge (The Payment Of Reinforced Cement Concrete Band And Reinforcement Shall Be Made For Separately). , Providing And Fixing Of Barricading Of 100Mm Average Ballies With In A Distance Of 1.50 Meter For 3 Rows Of 3Q. 3 Nosof Cross Ballies, Two Supporting Ballies Of 3 Meter Ballies And 2 Nos Perpendicular Ballies Tie With Moonj Rope Including Supply Of All Material Such As Ballies Rope T&P Required For Proper Completion Of Work And Also Including Labour Component (Material Will Be Property Of Contractor After Dismantling). , Providing & Fixing Of Green/White Shade Multipurpose Net/Cotton Cloth Proper Completion Of Work Etc All Complete. (Ns) , Supply, Fixing And Installation Of Acrelic Led Letter In Hindi As Per Direction Of Engineer-In-Charge Etc. All Complete. , Supply And Fixing Of Ward Up Big As Per Attach Photograph & Analysis. , Supply And Fixing Of Ward Up Small As Per Attach Photograph & Analysis. , Supply And Fixing And Installation Of See Saw Double Board Jhoola Isi Marked As Per Direction Of Engineer-In-Charge Etc. All Complete As Per Attach Photograph & Analysis. , Supply And Fixing Of Cast Iron Banches As Per Attach Photograph And Analysis And Direction Of Engineer-Incharge Etc. All Complete. , Complete De-Silting And Cleaning Of All Types Of Sewer Lines By Using Super Suction Machine And Taking Out Of Cebris/Silt Etc Including Safe Disposal Of Silt As Directed By The Deptt. Including Cost Of All Consumble Likes Disel Oil, Water Ret Provision Of Diversion Of Line If Required With The Help Of Sewage Pumps, Poser Backup From Gene Sets For Running Of Pumps. Night Lighting Etc Barricades Display Of Entire Operation Along With Sadequate Safely Equipments Must Be Used By Sewer Workers Size Fo Sewer Line To Be Desilted As Detail Above 1000Mm Dia. , providing and laying Gsb With Graded Stone Ballast With Stone Grit Size Stone Ballast With Hand Ramming Watering Including All Material Labor T&P Etc.All Complete (Ns) , 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) , Providing & Laying Of Polythene Etc. All Complete. , Supply & Fixing Of Factory Wired Intergal Led Flood Light Luminaries With Die Cast Aluminum Housing Built With Driver Set Suitable For 140W. To 150W. Confirming To Ip 65 Protection Complete In All Respect. Cat Aaa ( S.I No. 1454 Pwd Schedule 2018) , Providing, Laying, Spreading And Compacting Stone Aggregates 45-63Mm Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Ro Ling With Smooth Wheel Roller 80-100 Kn In Stages To Proper Grade And Camber, Applying And Brooming, Stone Screen Ing/Bindin G Materials To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 2 As Per Technical Specification Clause 405. (Labour , A Pre-Laminated Sheet, Often Referred To As A Prelam Sheet, Is An Engineered Myka Wood Work Product Where A Decorative Layer, Like Laminate Or Veneer, Is Pre-Attached To A Core Material Like Particleboard Or Mdf. These Sheets Offer A Durable And Aesthetically Pleasing Surface For Furniture, Interior Design, And Construction.(None Scheduled) , Same Is Ltme No-1 & Extra For Providing Lipping With 2Nd Class Teak Wood Battens 25 Mm Minimum Depth On All Edges Of Flush Door Shutters (Over All Area Of Door Shutter To Be Measured) , Treatment Of Soil Under Existing Floors Using Chemical Emulsion @ One Litre Per Hole, 300 Mm Apart Including Drilling 12 Mm Diameter Holes And Plugging With Cement Mortar 1 :2 (1 Cement : 2 Coarse Sand) To Match The Existing Floor: With Chlorpyriphos/Lindane E.C. 2Oo/O With 1% Concentration (Chapter No.8 Sr.No.6.1) , Supply And Fixing Of Advertisement Sign Board Size 4X3 As Per Direction Of Engineer-In-Charge Etc. All Complete , Supply Of Planting Of Trees Washington Palm, Amaltas, Cycus Revoluta, Ficus Benjamina Or Any Other As Per Architect Of Road Side 600X600 Dia Hole Meter Daging Road With One Years Maintenance. , Providing Of Rain Water Harvesting Drawing And Analysis Etc. All Complete (Details Attached). , Supply, Fixing And Installation Of Acrelic Led Letter In Hindi As Per Direction Of Engineer-In-Charge Etc. All Complete. , Drilling Of 200Mm Dia T/W Bore Suitable For 110Mm Dia Pipe All Complete With Labour T/P As Per Direction Of Engineer-In-Charge. , Suppply And Lowering Of 110Mm Dia 6 Kg/Cm2 Pvc Pipe (Phenolex Or Apb By E/I) All Complete. (Isi Marked Only) , Supply And Pouring Of Pea Gravel Suitable For T/W Bore All Complete. As Per Direction Of E/I (If Required) , S/L Of 1.50 H.P. Submersible Pump Set 65 Mt Head. (Pluga, Crompton, Ksb Etc.) I.S.I. Marked Etc All Complte. (Water Filled Only) , Supply & Fixing Of 100Mm Pvc Pipe Adopter Suitable For Item No.2 , S/L Of 1.50 H.P. Submersible Motor Controlled Starter Pannel All Complete. Crompton Make. (I.S.I. Marked Only) , Supply/Fixing Of 25Mm Gate Valve All Complete. Approved Make. , Supply/Fixing 4Sq.Mm 3 Core Copper Cable All Complete. , S/L Of 40Mm Dia Red Screen Ashirbad Pvc Pipe All Complete. , Supply/Fixing Of M.S. Clamp Made With 65X6mm X600mm Long M.S. Streep Suitable For 110Mm Dia Pvc Pipe For Holding All Complete. , Supply/Fixing Of 40Mm Dia G.I. Pipe B-Class Complete With Labour Charge. (Including All G.I. Fitting) , Supply & Fixing Of 25Mm Cpvc Etc. All Complete. , Development Of Bore Till The Discharge Is Free From Turbidity Of Compression Including Labour, Required For Proper Completion Of Work. , Supply And Fixing Of Precast Readymade Boundry Wall Hieght 8 Feet Etc All Complete. (As Market Rate) , Useable Brick (A) Class M-L50 , Useable Brick (B) Class M-100 , Useable Brick(C ) Straiqht Over Brunt , (D) Tiles, Bull Nose Drip Course Brick , Brick Ballast (A) Brick Ballast 40Mm Qauge , Brick Ballast (B) Class-150 Brick Ballast 25Mm Gauge , Brick Ballast (C ) Brick - Bats Of O.B.B./150 Bb , Fiy Ash Brick (Specification/Strength Should Not Be Less Than Bricks - M-{50) 230Mmx1 10Mmx75mm , Aac Block Autoclaved Aerated Concrete Block (Aac Block) Conforming To Ls : 2185 - 2005 (Part-3) Including Loading, Cartage Upto Site, Unloading, Stacking And Including All Levies And Royalties If Any But Excludinq G.S.T , Stone Ballast (Khera Thakur Quarry Bharatpur Rajsthan) 45-90 Mm Guage Stone Ballast. , Crushed Stone Ballast/Grit (Ghatri Quarry Bharatpur Rajsthan) 45-63 Mm Guage Stone Ballast. , Crushed Stone Ballast/Grit (Ghatri Quarry Bharatpur Rajsthan) 22.4-53 Mm Guage Stone Ballast , Crushed Stone Ballast/Grit (Ghatri Quarry Bharatpur Rajsthan) 20Mm Guage Stone Ballast , Crushed Stone Ballast/Grit (Ghatri Quarry Bharatpur Rajsthan) 19Mm Guage Stone Ballast , Crushed Stone Ballast/Grit (Ghatri Quarry Bharatpur Rajsthan) Crushed Stone Dust 2.36Mm & Below , Stone Dust , 13.20Mm Guage , 11.20Mm Guage , 6.7Mm Guage And Below , Stone Boulder (From Khera Thakur Quarry) (A) 25-40 Kq , Stone Boulder (From Khera Thakur Quarry) (B) 40-60 Kq , Stone Boulder (From Khera Thakur Quarry) (C) Stone Bricks Dressed , Grit {District Gwalior(Mp) Quarry}(Berja,Chandrapura, Turak Pura,Parsen,Sumerpada Padampur Kheria, Bhileti & Bilara) District Bhind (M.P.)(Pali, Dirman & Piparsana) , (A) 45-63 Mm Guage Stone Ballast. , (B) 22.4-53 Mm Guage Stone Ballast. , (C) 20-40 Mm Guage Stone Ballast. , (D) 20 Mm Guage Stone Ballast. , (E) 19 Mm Guage Stone Ballast. , (F) 16 Mm Guage Stone Ballast. , (G) 13.20 Mm Guage Stone Ballast. , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 60Mm Grey , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 60Mm Coloured , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 60Mm Rubber Moulded Grey , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 60Mm Coloured Rubber Moulded , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 80Mm Grey , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 80Mm Coloured , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 80Mm Rubber Moulded Grey , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 80Mm Coloured Rubber Moulded , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 100Mm Grey , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 100Mm Coloured , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 100Mm Rubber Moulded Grey , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 100Mm Coloured Rubber Moulded , Rubber Moulded Gement Concrete Kerb Stone M-20 12X12 X6 , Rubber Moulded Gement Concrete Kerb Stone M-20 12X12 X6 (Plain) , Rubber Moulded Gement Concrete Kerb Stone M-20 12X 16 X6 (Designer) , Rubber Moulded Gement Concrete Kerb Stone M-20 12X 18 X6 , Coarse Sand (Excluding Actual Bulkaqe) , Fine Sand (Excludinq Actual Bulkaqe) , (L) Local Sand , Cement (L) Portland Cement (J.P., A.C.C., Birla, J.K.) O.P.C , Cement (Ll) Cement (P.P.C.) , Cement (Lll) White Cement (J.K. Or Birla Brand) , Green Net(Chapter- 1 Sl.No 44) , Tractor Trolley With Driver Including P.O.L. (Chapter-2 Sl.No 25)
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 142
Uttar Pradesh View Result →
24.
Defence #11281747 Technical Bid
Tender For Provision Of Defi Md Accommodation At Kota Mil Stn; 1 Lump sum price worked out by the contractor for BUILDING WORKSas listed in Schedule ‘A’ Part-I representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the MES 2 Lump sum price worked out by the contractor for INTERNAL WATER SUPPLY as listed in Schedule ‘A’ Part-II representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum priceprepriced by the MES 3 Lump sum price worked out by the contractor for INTERNAL ELECTRIFICATIONas listed in Schedule ‘A’ Part-III representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum priceprepriced by the MES 4 Lump sum price worked out by the contractor for ROAD, PATH, CULVERT AND HARD STANDINGas listed in Schedule ‘A’ Part-IV representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum priceprepriced by the MES 5 Lump sum price worked out by the contractor for SEWAGE DISPOSALas listed in Schedule ‘A’ Part-V representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum priceprepriced by the MES 6 Lump sum price worked out by the contractor for AREA DRAINAGE as listed in Schedule ‘A’ Part-VI representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum priceprepriced by the MES 7 Lump sum price worked out by the contractor for FENCINGas listed in Schedule ‘A’ Part-VII representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum priceprepriced by the MES 8 Lump sum price worked out by the contractor for EXTERNAL WATER SUPPLYas listed in Schedule ‘A’ Part-VIII representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum priceof prepriced by the MES 9 Lump sum price worked out by the contractor for EXTERNAL ELECTRIFICATIONas listed in Schedule ‘A’ Part-IX representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum priceof prepriced by the MES 10 Lump sum price worked out by the contractor for LIGHTING PROTECTION as listed in Schedule ‘A’ Part-X representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the MES 11 Lump sum price worked out by the contractor for FIRE FIGHTINGas listed in Schedule ‘A’ Part-XI representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum priceof prepriced by the MES 12 Lump sum price worked out by the contractor for LIFT WORKas listed in Schedule ‘A’ Part-XII representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum priceof prepriced by the MES 13 Lump sum price worked out by the contractor for HOT WATER SUPPLYas listed in Schedule ‘A’ Part-XIII representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum priceof prepriced by the MES 14 Lump sum price worked out by the contractor for DG SETSas listed in Schedule ‘A’ Part-XIV representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum priceof prepriced by the MES 15 Lump sum price worked out by the contractor for SITE CLEARANCE, SITE DEVELOPMENTAND EARTH WORKas listed in Schedule ‘A’ Part-XV representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the MES 16 Sch A Part-XVI MISC ITEMS (TO BE QUOTED BY CONTRACTOR) Notes:(i) This schedule is not pre-priced by MES and the pre-priced rate indicated as Rs 0.00 under column 5 signifies this fact only. (ii) Excavation and earth work except for the items which categorically includes for same shall be measured and paid separately under SCH A PART-XVSITE CLEARANCE, SITE DEVELOPMENTAND EARTH WORK schedule). 17 INTERNAL WATER SUPPLYS&F for 15mm dia sink mixer (wall mounted) with 150mm long swivel spout,connecting legs and wall flangerswith complete accessories etc complete all as specified and directed.Make: CERA Cat Part No F2014511 / Hindware Cat Part No F690058 / Parryware Cat Part No G3335A1 or equivalent make as mentioned in Appx B. 18 S&F for 15mm dia single lever center hole basin mixerwith complete accessories etc complete all as specified and directed.Make: CERA Cat Part No F1015451 / Hindware Cat Part No F690012 / Parryware Cat Part No G4863A1 or equivalent make as mentioned in Appx B. 19 S&F for 15mm dia wall mixture with bend pipe for overhead showerwith complete accessories etc complete all as specified and directed.Make: CERA Cat Part No F2002401 / Hindware Cat Part No F330020 / Parryware Cat Part No G3316A1 or equivalent make as mentioned in Appx B. 20 INTERNAL ELECTRIFICATIONS&F ofmodular type 3 pin 20 A socket with SP MCB, conforming to IS 1293: 2005as specified in IS 732: 2019 etc complete all as specified and directed 21 S&F for modular type 1 module RJ-11 telephone socket with shutter etc complete all as specified and directed 22 S&F for modular type 1 module co-axial type TV socket etc complete all as specified and directed 23 S & F for 16 A, 230 V, 50 Hz, 2P MCB (B curve) MCB conforming to IS/IEC 60898-1-2002, having breaking capacity Icn = 10 kA, sliding bottom clamp, colour coded on/off indication on dolly, bi-connect IP 20 protected lower terminals and sliding shutters,IS 732: 2019 etc complete all as specified and directed 24 S & F for 25 A, 230 V, 50 Hz, 2P MCB (B curve) MCB conforming to IS/IEC 60898-1-2002, having breaking capacity Icn = 10 kA, sliding bottom clamp, colour coded on/off indication on dolly, bi-connect IP 20 protected lower terminals and sliding shutters,IS 732: 2019 etc complete all as specified and directed 25 S & F for 32 A, 230 V, 50 Hz, 2P MCB (B curve) MCB conforming to IS/IEC 60898-1-2002, having breaking capacity Icn = 10 kA, sliding bottom clamp, colour coded on/off indication on dolly, bi-connect IP 20 protected lower terminals and sliding shutters,IS 732: 2019 etc complete all as specified and directed 26 S & F for 40 A, 230 V, 50 Hz, 2P MCB (B curve) MCB conforming to IS/IEC 60898-1-2002, having breaking capacity Icn = 10 kA, sliding bottom clamp, colour coded on/off indication on dolly, bi-connect IP 20 protected lower terminals and sliding shutters,IS 732: 2019 etc complete all as specified and directed 27 S&F forSingle Phase Dual Source Pre Paid Meter, Class 1.0, RS485,10/60A Direct,with followingspecification as under : (i) Communication options:, RS485 and RF(ii)Three in one option:Integrate gas & waterupto 4 DI(iii) Programmable tariff for EB, DG and DI for automatic reduction of balance even server is offline(iv) Configurable Holidays,Happy hours to avoidload switching on Holidays/Night(v) Alarm notifications for low credit balance(vi) Eliminate tenantdisputes, meter tampering & manualtariff reading errors 28 S&F forThree Phase Dual Source Pre Paid Meter, Class 1.0, RS485, 5A CT operated,with followingspecification as under : (i) Communication options:, RS485 and RF(ii)Three in one option:Integrate gas & waterupto 4 DI(iii) Programmable tariff for EB, DG and DI for automatic reduction of balance even server is offline(iv) Configurable Holidays,Happy hours to avoidload switching on Holidays/Night(v) Alarm notifications for low credit balance(vi) Eliminate tenantdisputes, meter tampering & manualtariff reading errors 29 S&F of Sheet metal enclosure distribution board VTPN4 way, 415 voltdouble door powder coated, protection class IP-54 isolated neutral bar, mechanical impact strength IK 09 suitable for mounting MCB & MCCB DBs confirming to IS - 13032, IS-8623, BS EN60898 with min 200 Amp rating copper bus bar and grouting, fixing on wall with nut bolts washers proper with PCC works complete all as specified and directed 30 S&F of Sheet metal enclosure distribution board VTPN6 way, 415 voltdouble door powder coated, protection class IP-54 isolated neutral bar, mechanical impact strength IK 09 suitable for mounting MCB & MCCB DBs confirming to IS - 13032, IS-8623, BS EN60898 with min 200 Amp rating copper bus bar and grouting, fixing on wall with nut bolts washers proper with PCC works complete all as specified and directed 31 S&F of 160A, 4 pole moulded case circuit breaker (MCCB) with thermal magnetic trip unit (TMD), compression lug connectors, protection against overloads (Ir adjustable from 0.7- 1 X In), protection against short circuits (Isd adjustable from 5- 10 X Ir), inbuilt encapsulated double break roto active type instanteneous protection, earth fault leakage protection, etc. having Ics = 100% = Icu = 16 kA as per IEC 60947-2 and suitable for 3-Phase, 415 V, 50 Hz electric supply etc complete all as specified and directed by engineer-in-charge. 32 S&F for 12W LED Downlight having Luminous efficacy of > 100, input voltage range 140-270 V, input frequency 50-60 Hz etc complete all as specified and directed . 33 S&F for LED light fitting with high 10 watt 220 V AC decorative wall type with driver holder and LED lamp including connecting up with three core flexible copper conductor cable of suitable size etc complete all as specified and directed . 34 S&F for 10W LED bulk head light having Luminous efficacy of > 100, input voltage range 140-270 V, input frequency 50-60 Hz etc complete all as specified and directed. 35 Supply and fixing ceiling fans complete with blades, down rods, electronic regulator and accessories, 230 V, 600 mm sweep. Min air delivery 115 CFM with service value 6.00 BEE. Five star rated with brushless direct current motor (BLDC) etc complete all as specified and directed by engineer-in-charge. 36 Supply and fix Wall Mounting Fan, steel body AC single Phase, 230V,With Sweep Size, 200mm ; Motor Speed 84CMM, 3 blades, and frame and louvers etc complete all as specified and directed by engineer-in-charge. 37 Supply, installation, testing and commissioning of factory made, indoor cubical compartmental type BUILDING PANEL (TTA) of suitable size for short circuit, temperature rise, protective earth short circuit test and dielectric tests of required ratings, conforming to IEC 61439-1 & 2 and IEC 61641, having both sides openable with hinged double doors and locking arrangement, IP 42 protection made out of 2.0 mm thick mild steel CRCA sheet, supported and fixed on structural frame of angle iron of suitable size, including earthing stud, labelling, painting to all internal & external exposed steel surfaces with powder coating paint (7 tank process), duly fixed in ground with PCC foundation (1:2:4) type B1, with danger notice plate of 1.6 mm thick mild steel vitreous enameled (white) with letters, figures and conventional skull and bones in signal red colour suitable for 3- Phase, 4 Wire system, 500 V grade with necessary wiring, PVC sheathed stranded copper conductor of appropriate length and size, including fixing lugs, bolts, screws, etc. complete as specified and directed by engineer-in-charge.The BUILDING PANEL shall comprise of the following:(A) Bus bar Chamber(i) 01 Set (3L + N) of copper busbar of rated capacity 400A, covered with PVC insulated sleeves including insulator, nuts, bolts, etc. with complete connections. 38 (B) Incoming:- (i)320A, 415 V, Ics = 100% Icu = 16 kA, 50 Hz 4P MCCB, conforming to IEC 60947-2, having microprocessor based trip unit, adjustable overload setting (0.7 - 1 X In), adjustable short-circuit setting (5 - 10 X Ir), adjustable neutral protection (N, N/2, OFF), front indication LEDs (ready, overload and pre-alarm & overload)- 01 No.(ii) Cl 1.0 multi-function meter capable of measuring V, A, F, PF, W/VA, Wh/VAh, Runhrs. Onhrs & interupts- 01 No.(iii) LED phase indicators (Red, Yellow, Blue)- 01 Set 39 (C) Outgoing:-(i)40A, 415 V, Ics = 100% Icu = 16 kA, 50 Hz 4P MCCB, conforming to IEC 60947-2, havingtrip unit, adjustable overload setting (0.7 - 1 X In), adjustable short-circuit setting (5 - 10 X Ir), adjustable neutral protection (N, N/2, OFF), front indication LEDs (ready, overload and pre-alarm & overload)- 08 Nos(ii) LED phase indicators (Red, Yellow, Blue)- 08 Sets 40 SEWAGE DISPOSALS&F for DWCPE (SN8) 180mm outer dia and 163 inner dia of pipe for depth 0.70mm to 1.65m, laid on 150 mm thick bed (1:4:8)with excavation in any type of soil including manholes/drop manhole of standard sizemade of brick mosonary /RCC/Precast RCC with SFRC ventilating cover and frame,includes all items and activities to execute and make sewer line functionaletc complete all as specified and directed. 41 S&F for DWCPE (SN8) 200mm outer dia and 175 inner dia of pipe for depth 0.70mm to 1.65m, laid on 150 mm thick bed (1:4:8) with excavation in any type of soil including manholes/drop manhole of standard sizemade of brick mosonary /RCC/Precast RCC with SFRC ventilating cover and frame,includes all items and activities to execute and make sewer line functionaletc complete all as specified and directed. 42 S&F for DWCPE (SN8) 300mm outer dia and 260 inner dia of pipe for depth 1.65mm to 2.3m, laid on 150 mm thick bed (1:4:8) with excavation in any type of soil including manholes/drop manhole of standard sizemade of brick mosonary /RCC/Precast RCC with SFRC ventilating cover and frame,includes all items and activities to execute and make sewer line functionaletc complete all as specified and directed. 43 Supply, lay, commissioning, jointing and testing ofcentrifugally cast (spun) ductile iron pipes of 150mm bore class K-7 with spigot and socket ends conforming to IS 8329/2000, IS: 12288 : 1987 code of practice for laying in trenches complete all as specified and directed.Note: The rate quoted by contractor are inclusive of all type of Joints. 44 S&F forNonclog submersible (sewage disposal), pump set, electric driven 415 Volts 3 Phase 50 Hz, supply comprising of pump with cast iron impellors, submersible motor of suitable capacity, coupling, at discharge 3360 to 480 LPM and minimum discharge should be less than 480 LPM at minimum head 14 m.including chain pully block of two MT capacity 01 Noandsuitable arrangement for hanging the motor through chain of requirement of delivery of pump connected to main pipe line by suitabe HDPE pipe of size 150mm Dia for required length with necessary connection etc all as specified and as directed. 45 Supply,installing, testingand commissioningout door type LT feeder piller box of suitable size 750X750X450 mm, pedestal mounted, CPRI type test totally enclosed, dust and vermin proof, double leaf shutter in front and single leaf shutter in rear side made of 3.15 mm thick CRCA sheet, framing with 50 x50 x 6 mm thick MS angle iron and legs of size 0.5m long . duly fabricated and having proper locking arrangement in both front and rear door with 4 side slanting roof duly projected and paintedto both internal and External surfaces with powder coating paint in heatprocess of sheet and suitable for 415 volts, 50 Hz, 3 phase 4 wire system and comprising with and includingfollowing accessories and mounted on PCC Platform made out of100 mm thick PCC (1:3:6),0.45 Mtr all round the panel board etc complete with the following items :- 46 Incoming:- (i) Copper bus bar made up of copper strip100 amps duly mounted on bakelite insulatorssleevings of standard colour code - 01 Set. (04 No strips for Phases & Neutral)(ii) MCCB TPN 415 Volts,63 Amps, 50 Hz, breaking capacity 25 KA with fixed thermal & magnetic setting ( For Incomming ) - 01 No.Outgoing:-(i) MCB TP 415 volts 32 Amps, breaking capacity 16 KA with fixed thermal & magnetic setting ( For FPB2 ) - 03 Nos(2 nos for pump 1 nos for spare). (ii) FASD Starter for 15 HP Motor with single phase preventer, OLP and dry run protector- 02 Nos 47 (iii) Analogue type modular volt meterof range 0-500 volts -01 No(iv)Volt meter selector switch-01 No.(v) Analogue typeAmmeter of range 0-200 Amp-01 No(vi) Ammeter selector switch-01 No(set of three)(vii) Indicator lamp with integral circuit (230/240 volt) and cluster LED (Red, Orange, Blue) - 01 set(viii) CT 200/5 Amps - 3 Nos 48 Supply and FixingDI/CI special fittings of any size,type,radius angle,tapers increasing decreasing sockets,tees,tail piece and collars etc complete upto 200 mm dia etc complete all as specified and directed. 49 S&F forPVC insulated and sheathed 1100 volts grade flat type submersible 06 sqmm cable three core multi stranded conductor etc complete all as specified and directed . 50 M&L for Making drill hole by trenchless technologyof suitable size under road for laying pipe line of size150mm bore at 1 metre depth from the road level etc complete all as specified and directed.Note :- Drill hole (trenchless) shall be done without disturbing top surfaces of road by appropriate machine. 51 M&L for steel gate 5.45 m wide and 2.70 m height with RCC pillar including excavation in any type of soil, plastering, painting, etc complete all as specified and shown in TD/2008/101 sheet No 1/3 to 3/3 52 EXTERNAL WATER SUPPLY Supply, lay, commissioning, jointing and testing ofcentrifugally cast (spun) ductile iron pipes of 100mm bore class K-9 with spigot and socket ends conforming to IS 8329/2000, IS: 12288 : 1987 code of practice for laying in trenches complete all as specified and directed.Note: The rate quoted by contractor are inclusive of all type of Joints. 53 Supply, lay, commissioning, jointing and testing ofcentrifugally cast (spun) ductile iron pipes of 150mm bore class K-9 IS: 12288 : 1987 code of practice for laying in trenches complete all as specified and directed.Note: The rate quoted by contractor are inclusive of all type of Joints. 54 Supply and FixingDI/CI special fittings of any size,type,radius angle,tapers increasing decreasing sockets,tees,tail piece and collars etc complete upto 200 mm dia etc complete all as specified and directed. 55 Supply and fix CI foot valve with leather washer, ofsize 100 mm , lift and swing, single door, IS 4038 marked one with each pump suction line complete all as specified and directed. 56 M&L for construction of valve chamber of brick masonry from the top of surface with MS covers 3.15 mm thick and 40x40x6 mm MS angle with hinges for locking arrangement including excavation and earth works PCC (1:3:6) type C2 for foundation PCC bed/coping in cement concrete (1:2:4) type B1, plastering in CM 1:3 painting with two coats of synthetic enamel paint over a coat of red oxide primerfor the size of chamber 1200 mm x 1200 mm x 1200 mm (internal dimention) complete all as specified and directed. 57 Supply, install,commissioning and testing of Horizontal split case cetrifugal pump set 1450 RPM having an output of minimum 1100 LPM at a head of 45 mtr coupled to 3 phase 415 volt squirel case induction motor of adequate capacity complete all as ditected by Engr-in-charge with and including following :-(a) Necessary cable for interconnection between starter panel & pump set with 1100 volt rated copperinsulated unarmoured cable of minium 10 sqmm 3 core cable(b) Single phase preventer (current sensing type)(c) Necessary light grade GI pipe protection for cabling from pump set to LT panel.(d) Bourden pressure gauge.(e) MS pipe flanged type class B of size 100 mm bore upto foot valve from suction end of pump.(f) PCC foundation in type B-2, 1:2:4 using 20mm graded aggregate, 20cm above ground level and 30cm below grond level including grouting of eye bolts nut etc. for pump set of adequate size or as per manufacturers recommendations.Note: All other items/material requiredfor fixing pumpset shall be included in cost quoted.(ii) Foundation drawing shall be approved by GE/ Eng-In- Charge before fixing the pump set. 58 Supply, installations, testing and commissioning of factory made LT Indoor cubical typepanel boardhaving 150 Amp rated copper bus bar with neoprene rubber gasket and locking arrangement, dust,weather and verminproof , free standing, floor mounting type self ventilation with wire mesh,totally enclosed busbar chamber fully comparted type, front openable hinged independent door for each compartment with locking arrangement and common openable hinged door from rear side of suitable size made out of 2mm thick CRCA sheet duly painted with seven tank process,415 V,TPN,50Hz both side properly welded MS angular supported with chanel frame of size 50mm,at all vertical corner grouted in PCC 1:3:6 (Type-C1 using 20mm graded stone aggregate) and connecting the incomming/outgoing feeder by providing brass cable glands and Lugs complete all as specified and directed comprising of followings accessories:- 59 Incoming:- (i) MCCB 4 Pole 100 amps ,415 Volt of breaking capacity not less than 36 KA (Ics=100 % of Icu) with adjustable thermal Setting-01 No.Outgoing:-(i)MCCB 3 Pole 63 amps ,415 Volt of breaking capacity not less than36 KA (Ics=100 % of Icu) with adjustable thermal Setting - 02 Nos (ii) Single phase preventor -02 Nos(iii) On load Change over switch 4 pole of current raring 63 A (open execution type) - 01 No(iv)MCB SPN 10 Amp C curve, 10 KA capacity - 01 No(v) fully automatic Star-delta starter 15 HP or recommended by manufacturer of motor -02 Nos(vi) LED Indicator lamp (R,Y,B)- Set of Three.(vii) Multifunctional meterDigital type showing V,A,F,Pf,KW,KWH inbuilt selector switch with CT coiles for three phase -0 1No. 60 M&L for construction of header of ERW pipe having size dia 300 mm and length 2.5 m with two inlet connection of size 100 mm & three otlet connection having size 150 mm complete monting on RCC base/plinth etc complete all as specified and as directed by Engr-in-charge. 61 EXTERNAL ELECTRIFICATIONBoring of holes under road, pavement, hard standing by trenchless technology using ultra sounding technique and necessary machine for laying under ground pipe upto 100mm dia complete all as specified and directed.Note :- GI pipe shall be measured and paid separately. 62 Taking out existing HT XLPE U/G cables, 11000 V grade from trenches/ducts/ poles etc of size 120 Sq. mm 3 Core etccomplete all as specified and directed. 63 Dismantling and taking down existing transformer mounted on four pole structure and shifting to nearest suitable location including its fixing on newly constructed platform and making all connection, testing as per requirementetccomplete all as specified and directed. 64 Dismantling and taking down existing 4-pole structure etccomplete all as specified and directed. 65 Dismantling and taking down existing 03 Nos of LT Panels, refixing at specified locationincluding connecting etc complete all specified and directed. 66 Taking out existing LT XLPE U/G cables, 1100 V grade from trenches/ducts/ poles etc of size 240 Sq. mm 3.5 Core etc complete all as specified and directed. 67 Taking out existing LT XLPE U/G cables, 1100 V grade from trenches/ducts/ poles etc of size 185 Sq. mm 3.5 Core etc complete all as specified and directed. 68 Taking out existing LT XLPE U/G cables, 1100 V grade from trenches/ducts/ poles etc of size upto 95 Sq. mm 3.5 Core etc complete all as specified and directed.Note For item No. 57 to 63 :- The old material obtained from site shall be deposite by contractor in MES store yard without any extra cost as directed by GE. 69 M&L for construction of plateform of size 3500 x 3500 x 1200mm with brick construction in cement mortar 1:4 PCC (M-10 nominal mix) in foundation, 100mm thick RCC M-25 grade slab, with 8mm MS TMT bars 120mm c/c on bothway, brick masonary steps on one side XPM Jali fixed on angle iron 40x 40x6 mm post upto height of 8 feet above ground level and openable gate with locking arrangment including making provision for entry and exit of HT/LT cables and steps made to access to the top of plateform including plastering to bricks masonary complete including painting with 2 coats of whitewash on plastered surface and painting steel surface with 2 coats of red oxide primeretc complete all as specified and directed. 70 Supply & fix HT 11 KV, outdoor type gang operated air-break switch suitable for horizontal or vertical mounting rotating type complee with drop out fuse having 12 insulators of rating upto 200 Amps etc complete all as specified and directed. 71 Supply and fixing lightning arrestor HT 11 KV, 10 KA station class etc complete all as specified and directed. 72 Supply & errect 2 pole structure on 11 mtr PCC pole consisting of pole with anti-climbing device, PCC foundation & cross arms (Bracings) etc for one incoming and one out going. etc complete all as specified and directed. 73 Supply, installation, testing & commissioning of package type/unitised 11kV / 433 V Outdoor sub-station (CSS) ,315KVA made from G. I. enclosure complete as required conforming to IEC 62271-202 only and relevant IS specifications including K-10 Temperature Class as applicable for the rating, Internal Arc of 21 KA/1 Sec. IAC AB on 1:2:4 (1 cement :2 cores and : 4 Graded stone aggrregate of 40 mm nominal size) PCC foundation of suitable size extending 500 mm all around the outdoor enclosure and 1000 mm height (above ground level) complete with suitable sizes of GI Pipes for incoming/outgoing cables/earthing strips etc. and consisting of following complete as required. Angle iron frame of size 40x40x5mm NS all along the corner of the foundation CSS shall be from OEMs only . Licensed System Integrators of approved OEM are not allowed to supply .Package substation will have the following equipment :- 74 HT SWITCHGEAR11kV 630Amps 21KA/3 sec. Non-Extensible Ring Main Unit Compact switchgear consisting of1 no. fixed motorized Vacuum Circuit Breaker Moduleand 2 nos. fixed morotized Load break switch module in SF6 insulated stainless steel enclosure with series trip, self powered microprocessor based numerical over current and earth fault relay protection. HT RMU shall preferably have site replaceable bushings to have very less downtime in the event of bushing breakage and restoration can be done immediately without sending the RMU to OEM Works. Interconnection between HT Switchgear and primary of transformer shall be done through 1C x 3R x 95 sq.mm Aluminium XLPE cable. - 1 No.Vacuum Interrupter,RMU,LT Switchgear and CSS Enciosure shall be of same make to ensure life cycle optimization.(i)Microprocessor based IDMT Relay for Circuit Breakers - Self Powered along with series trip coil (Modbus RS485 complaint)(ii)Capacitive voltage indication fixed type system with LED for all feeder and FPI in all load break switch feeder.(iii)SF6 Gas pressure indicator.(iv)Operating sequence of VCB must be O-0.3Sec-CO-3 Mins-CO(v)Protection CT shall be minimum 40/1A ,2.5VA ,5P10. - 3 Nos 75 (vi)All modules of the RMU shall be suitable for cable termination of 3C x 300 sq.mm Al XLPE Cable, incoming cable termination is included within the scope of work - 1 SetTRANSFORMER315 KVA 11KV/433V DYN-11 Oil type, hermetically sealed energy efficiency level-2 transformer (BEE Star Rated-2) with corrugated wall, without conservator, type of design & Top Bushings for HT & LT with Off load tap switch of rating +5% to -5% @2.5%. Temp Rise - Oil/Winding 40/45 Deg cel. Losses (As per IS-1180 amended up to date)Max Losses @ 50% Load 955W and Max Losses @ 100% Load 2750 KW and Impedance of 4.5% (Subject to IS Tolerance (as per IS1180-2014) The transformer shall be conforming to IS: 2026 and IS: 1180(part-I). amended up to date. (i)01 No. Winding Temperature Indicator with Alarm and trip Contact.LT PANELLVS PANEL 500 AMPS 4 pole Aluminium BUSBAR (100% FOR PHASES AND 100% FOR NEUTRAL) - CURRENT DENSITY OF Aluminum as 1 A/sq.mm. ; LT panel made up of 1.5/2 mm thick CRCA sheet INCOMER CUM OUTGOINGS FROM TRANSFORMER(i)500 Amps 433V 4P 50Hz 50KA Fixed Manual Type Air Circuit Breaker (ACB)(ii) Multifunction meter with Modbus RS485 port & class 0.5 accuracy with Suitable CT. - 1 set 76 (iii)Hard wiring from each equipment inside CSS for scada connectivity (monitoring & control)to be brought to one set of TBs and a space for FRTU to be given. Supply of FRTU is not in scope. (iv)All Civil works such as PCC/RCC foundation, Plateform, Filling trench and pedestal etc as per CSS manufacturers recomandation are included in scope of work.OUTDOOR ENCLOSUREOutdoor type encloser of 1.5 mm (For non load bearing members) & 2.0 mm (For load bearing members) thickness having modular construction of Galvanised Sheet Steel in suitable design for better heat dissipation and providing robust. 77 construction. The Enclosure shall have IP54 degree of protection for HT & LT switchgear compartment & IP 23 degree of protection for transformer compartment. The enclosure exterior shall be painted with epoxy based powder paint (colour RAL 7032). Each compartment will be provided with the door and pad locking arrangement. The design of the enclosure should be type tested for suitablly handling any arcing inside the compartment for providing better safety to the operator. The compartment illumination lamp with door operated switch shall be provided for each compartment.Vacuum Interrupter,RMU,LT Switchgear, Multifunction meterand CSS Enciosure shall be of same make to ensure life cycle optimization. 78 Supply, installation, testing & commissioning of package type/unitised 11kV / 433 V Outdoor sub-station , (CSS) 400KVA made from G. I. enclosure complete as required conforming to IEC 62271-202 only and relevant IS specifications including K-10 Temperature Class as applicable for the rating, Internal Arc of 21 KA/1 Sec. IAC AB on 1:2:4 (1 cement :2 cores and : 4 Graded stone aggrregate of 40 mm nominal size) PCC foundation of suitable size extending 500 mm all around the outdoor enclosure and 1000 mm height (above ground level) complete with suitable sizes of GI Pipes for incoming/outgoing cables/earthing strips etc. and consisting of following complete as required. Angle iron frame of size 40x40x5mm NS all along the corner of the foundation CSS shall be from OEMs only . Licensed System Integrators of approved OEM are not allowed to supply.Package substation will have the following equipment :-HT SWITCHGEAR11kV 630Amps 21KA/3 sec. Non-Extensible Ring Main Unit Compact switchgear consisting of1 no. fixed motorized Vacuum Circuit Breaker Moduleand 2 nos. fixed morotized Load break switch module in SF6 insulated stainless steel enclosure with series trip, self powered microprocessor based numerical over current and earth fault relay protection. HT RMU shall preferably have site replaceable bushings to have very less downtime in the event of bushing breakage and restoration can be done immediately without sending the 79 RMU to OEM Works. Interconnection between HT Switchgear and primary of transformer shall be done through 1C x 3R x 95 sq.mm Aluminium XLPE cable. - 1 No.Vacuum Interrupter,RMU,LT Switchgear and CSS Enciosure shall be of same make to ensure life cycle optimization.(i)Microprocessor based IDMT Relay for Circuit Breakers - Self Powered along with series trip coil (Modbus RS485 complaint)(ii)Capacitive voltage indication fixed type system with LED for all feeder and FPI in all load break switch feeder.(iii)SF6 Gas pressure indicator.(iv)Operating sequence of VCB must be O-0.3Sec-CO-3 Mins-CO(v)Protection CT shall be minimum 40/1A ,2.5VA ,5P10. - 3 Nos.(vi)All modules of the RMU shall be suitable for cable termination of 3C x 300 sq.mm Al XLPE Cable, incoming cable termination is included within the scope of work - 1 Set 80 TRANSFORMER400 KVA 11KV/433V DYN-11 Oil type, hermetically sealed energy efficiency level-2 transformer (BEE Star Rated-2) with corrugated wall, without conservator, type of design & Top Bushings for HT & LT with Off load tap switch of rating +5% to -5% @2.5%. Temp Rise - Oil/Winding 40/45 Deg cel. Losses (As per IS-1180 amended up to date)Max Losses @ 50% Load 1150W and Max Losses @ 100% Load 3330 KW and Impedance of 4.5% (Subject to IS Tolerance (as per IS1180-2014) The transformer shall be confirming to IS: 2026 and IS: 1180(part-I). amended up to date. (i)01 No. Winding Temperature Indicator with Alarm and trip Contact.LT PANELLVS PANEL 630 AMPS 4 pole Aluminium BUSBAR (100% FOR PHASES AND 100% FOR NEUTRAL) - CURRENT DENSITY OF Aluminum as 1 A/sq.mm. ; LT panel made up of 1.5/2 mm thick CRCA sheet INCOMER CUM OUTGOINGS FROM TRANSFORMER(i)630 Amps 433V 4P 50Hz 50KA Fixed Manual Type Air Circuit Breaker (ACB) (ii) Multifunction meter with Modbus RS485 port & class 0.5 accuracy with Suitable CT. - 1 set 81 (iii)Hard wiring from each equipment inside CSS for scada connectivity (monitoring & control)to be brought to one set of TBs and a space for FRTU to be given. Supply of FRTU is not in scope. (iv)All Civil works such as PCC/RCC foundation, Plateform, Filling trench and pedestal etc as per CSS manufacturers recomandation are included in scope of work.OUTDOOR ENCLOSUREOutdoor type encloser of 1.5 mm (For non load bearing members) & 2.0 mm (For load bearing members) thickness having modular construction of Galvanised Sheet Steel in suitable design for better heat dissipation and providing robustconstruction. The Enclosure shall have IP54 degree of protection for HT & LT switchgear compartment & IP 23 degree of protection for transformer compartment. The enclosure exterior shall be painted with epoxy based powder paint (colour RAL 7032). Each compartment will be provided with the door and pad locking arrangement. The design of the enclosure should be type tested for suitablly handling any arcing inside the compartment for providing better safety to the operator. The compartment illumination lamp with door operated switch shall be provided for each compartment.Vacuum Interrupter,RMU,LT Switchgear, Multifunction meterand CSS Enciosure shall be of same make to ensure life cycle optimization. 82 Supply, installations, testing and commissioning factory made out door cubical typeLT panel board dust and verminproof , free standing, floor mounting type mounted on and incluidng1:3:6 PCC foundation as requried at site and of fabricated by 3.0mm thick CRCA Sheet over MS 50 X 50 x 6 mm thick angle iron frameof requriedtype for support with double door both sides open type with necessarylockingarrangement with sloppedroof on top duly paintedwith two coatsof powder coated semense gray paint complete and having separatedoors inside for accomodatingall incomming / outgoing feeders of suitable sizes all as specified and directedby Engr-in- Charge(Panel 1 - Near mains transformer GTC Area):- 83 INCOMING :-(i) S&F ACB 4 Pole 630 amps ,415 Volt electrical drawout type of breaking capacity not less than50 KA (Ics=100 % of Icu) with Adjustable TM Range (Optium 2.0) - 01 Nos Incommer.(ii) Aluminium electrolite Busbar 750 Amps current rating duly sleev insulated for set of 3 phase, 4 wire system and branch connection of suitable size of outgoing current rating of MCB/MCCBsOUTGOING:-(i) S&F MCCB 4 Pole 315 amps ,415 Volt of breaking capacity not less than16 KA (Ics=100 % of Icu) with Adjustable TM Range (Optium 2.0) - 01 No (for LT distribution panels of block )(ii) S&F MCCB 4 Pole 200 amps ,415 Volt of breaking capacity not less than16 KA (Ics=100 % of Icu) with adjustable thermal Setting (Optium 2.0) -02 Nos(for LTP Pump Motor, lift, fire fighting, stree light etc + spare).(iii)Digital Ammeter 0-500 A with selector switch & CTs of suitable capacity - 01 set.(ivDigital volt meter 0-400 V with selector switch - 01 No.(v)LED Indicating Lamps R,Y,B - 01 Set of three 84 Supply, installations, testing and commissioning factory made out door cubical typeLT panel board dust and verminproof , free standing, floor mounting type mounted on and incluidng1:3:6 PCC foundation as requried at site and of fabricated by 3.0mm thick CRCA Sheet over MS 50 X 50 x 6 mm thick angle iron frameof requriedtype for support with double door both sides open type with necessarylockingarrangement with sloppedroof on top duly paintedwith two coatsof powder coated semense gray paint complete and having separatedoors inside for accomodatingall incomming / outgoing feeders of suitable sizes all as specified and directedby Engr-in- Charge:- (Panel 2 - Near Chambal Vihar Main Tfr Panel):-INCOMING :-(a) S&F MCCB 4 Pole 500 amps ,415 Volt of breaking capacity not less than36 KA (Ics=100 % of Icu) with Adjustable TM Range (Optium 2.0) - 01 Nos Incommer.(b) Aluminium electrolite Busbar 600 Amps current rating duly sleev insulated for set of 3 phase, 4 wire system and branch connection of suitable size of outgoing current rating of MCB/MCCBs 85 OUTGOING:-(i) S&F MCCB 4 Pole 250 amps ,415 Volt of breaking capacity not less than25 KA (Ics=100 % of Icu) with Adjustable TM Range (Optium 2.0) - 01 No (for LT distribution panels of blocks)(ii) S&F MCCB 4 Pole 160 amps ,415 Volt of breaking capacity not less than25 KA (Ics=100 % of Icu) with adjustable thermal Setting (Optium 2.0) -02 Nos(for LTP Pump Motor, lift, fire fighting, stree light etc + spare).(iii)Street light timer using Power contactor 32 Amps, (1-NO) 3 pole, 415Volt, DIN Type digital programable time switch 230V AC, Auto/Manual selector switch, MCB 4 pole 25 Amps C-range, ON/OFF indicator all prewired and making provision for fixing outgoing cables- 01 Set complete.(iv)Digital Ammeter 0-500 A with selector switch & CTs of suitable capacity - 01 set.(v)Digital volt meter 0-400 V with selector switch - 01 No.(vi)LED Indicating Lamps R,Y,B - 01 Set of three 86 Supply, installations, testing and commissioning factory made out door cubical typeLT panel board dust and verminproof , free standing, floor mounting type mounted on and incluidng1:3:6 PCC foundation as requried at site and of fabricated by 3.0mm thick CRCA Sheet over MS 50 X 50 x 6 mm thick angle iron frameof requriedtype for support with double door both sides open type with necessarylockingarrangement with sloppedroof on top duly paintedwith two coatsof powder coated semense gray paint complete and having separatedoors inside for accomodatingall incomming / outgoing feeders of suitable sizes all as specified and directedby Engr-in- Charge:- (Panel 1A - LT PANEL FOR 3 X BLOCKS GTC):-INCOMING :-(i) S&F MCCB 4 Pole 315 amps ,415 Volt of breaking capacity not less than36 KA (Ics=100 % of Icu) with Adjustable TM Range (Optium 2.0) - 01 Nos Incommer.(ii) Aluminium electrolite Busbar 400 Amps current rating duly sleev insulated for set of 3 phase, 4 wire system and branch connection of suitable size of outgoing current rating of MCB/MCCBs 87 OUTGOING:-(i) S&F MCCB 4 Pole 125 amps ,415 Volt of breaking capacity not less than25 KA (Ics=100 % of Icu) with Adjustable TM Range (Optium 2.0) - 04 No (for 3 X Blocks+spare)(ii) Digital Ammeter 0-500 A with selector switch & CTs of suitable capacity - 01 set.(iii)Digital volt meter 0-400 V with selector switch - 01 No.(iv)LED Indicating Lamps R,Y,B - 01 Set of three 88 Supply, installations, testing and commissioning factory made out door cubical typeLT panel board dust and verminproof , free standing, floor mounting type mounted on and incluidng1:3:6 PCC foundation as requried at site and of fabricated by 3.0mm thick CRCA Sheet over MS 50 X 50 x 6 mm thick angle iron frameof requriedtype for support with double door both sides open type with necessarylockingarrangement with sloppedroof on top duly paintedwith two coatsof powder coated semense gray paint complete and having separatedoors inside for accomodatingall incomming / outgoing feeders of suitable sizes all as specified and directedby Engr-in- Charge:- (Panel 2A - LT PANEL FOR 2 X BLOCKS CHAMBAL VIHAR):-INCOMING :-(i) S&F MCCB 4 Pole 250 amps ,415 Volt of breaking capacity not less than36 KA (Ics=100 % of Icu) with Adjustable TM Range (Optium 2.0) - 01 Nos Incommer.(ii) Aluminium electrolite Busbar 400 Amps current rating duly sleev insulated for set of 3 phase, 4 wire system and branch connection of suitable size of outgoing current rating of MCB/MCCBs 89 OUTGOING:-(i) S&F MCCB 4 Pole 125 amps ,415 Volt of breaking capacity not less than25 KA (Ics=100 % of Icu) with Adjustable TM Range (Optium 2.0) - 03 No (for 3 X Blocks+spare)(ii) Digital Ammeter 0-500 A with selector switch & CTs of suitable capacity - 01 set.(iii)Digital volt meter 0-400 V with selector switch - 01 No.(iv)LED Indicating Lamps R,Y,B - 01 Set of three 90 Supply, installations, testing and commissioning factory made out door cubical typeLT panel board dust and verminproof , free standing, floor mounting type mounted on and incluidng1:3:6 PCC foundation as requried at site and of fabricated by 3.0mm thick CRCA Sheet over MS 50 X 50 x 6 mm thick angle iron frameof requriedtype for support with double door both sides open type with necessarylockingarrangement with sloppedroof on top duly paintedwith two coatsof powder coated semense gray paint complete and having separatedoors inside for accomodatingall incomming / outgoing feeders of suitable sizes all as specified and directedby Engr-in- Charge:- (Panel 1B & 2B):-INCOMING :-(i) S&F MCCB 4 Pole 200 amps ,415 Volt of breaking capacity not less than25 KA (Ics=100 % of Icu) with Adjustable TM Range-01 No incoming.(ii) Aluminium Electrolite Busbar 300Amps current rating duly sleev insulated for set of 3 phase, 4 wire system and branch connection of suitable size of outgoing current rating of MCB/MCCBs-01Set 91 OUTGOING:-(i) MCCB 4 pole 63 Amp, 415 V, 16 KA, C-series. - 01 Nos (for PH Panel)(ii) MCCB 4 pole 40 Amp, 415 V, 16 KA, C-series- 02 Nos (sewage PH +spare).(iii) MCB TPN 25Amp, 230 V, 10 KA, C-series - 07 Nos (Lifts+fire fighting+Street lights)(iv)Street light timer using Power contactor 25 Amps, (1-NO) 3 pole, 415Volt, DIN Type digital programable time switch 230V AC, Auto/Manual selector switch, MCB 4 pole 25 Amps C-range, ON/OFF indicator all prewired and making provision for fixing outgoing cables- 01 Set complete.(v) Digital Ammeter 0-150 A with selector switch & CTs of suitable capacity - 01 set.(vi) Digital volt meter 0-500 V with selector switch - 01 No. (vii) On load Change over switch 4 pole of current raring 63-100 A (open execution type) - 01 No.(viii)LED Indicating Lamps R,Y,B - 01 Set of three 92 Supply, installations, testing and commissioning factory made out door cubical typeLT panel board dust and verminproof , free standing, floor mounting type mounted on and incluidng1:3:6 PCC foundation as requried at site and of fabricated by 3.0mm thick CRCA Sheet over MS 50 X 50 x 6 mm thick angle iron frameof requriedtype for support with double door both sides open type with necessarylockingarrangement with sloppedroof on top duly paintedwith two coatsof powder coated semense gray paint complete and having separatedoors inside for accomodatingall incomming / outgoing feeders of suitable sizes all as specified and directedby Engr-in- Charge:- (Panel D - DOE Area):-INCOMING :-(i) S&F MCCB 4 Pole 100 amps ,415 Volt of breaking capacity not less than16 KA (Ics=100 % of Icu) with adjustable thermal Setting (Optium 2.0)-01 No incoming.(ii) Aluminium Electrolite Busbar 150 Amps current rating duly sleev insulated for set of 3 phase, 4 wire system and branch connection of suitable size of outgoing current rating of MCB/MCCBs-01Set 93 OUTGOING:-(i) MCCB 4 pole 63 Amp, 415 V, 16 KA, C-series - 02 Nos (for Bldg + Spare)(ii) MCB SPN 10 Amp, 415 V, 10 KA, C-series - 02 Nos (Garages + Spare).(iii) MCB SPN 10 Amp, 230 V, 10 KA, C-series - 02 Nos (Security light + Spare)(iv) Digital Ammeter 0-150 A with selector switch & CTs of suitable capacity - 01 set.(v) Digital volt meter 0-500 V with selector switch - 01 No.(vi)LED Indicating Lamps R,Y,B - 01 Set of three 94 M&L for factory made busbar box 750 Amps rated Aluminium busbar, 3 phase, 4 wire, 415 Volt of size not less than 300mm x 200mm x 100mm, fabricated using 1.6mm MS sheet, duly painted with smoke gray powder coated over a coat of red oxide primer suitable for fixing on wal by using wall fastners 10mm dia and making necessary incomming and outgoing connection of electric cables using aluminium lugs etc complete all as specified and diected. 95 M&L for factory made busbar box 600 Amps rated Aluminium busbar, 1 phase, 245 Volt, size not less than 200mm x 150mm x 100mm, fabricated using 1.6mm MS sheet, duly painted with smoke gray powder coated over a coat of red oxide primer suitable for fixing on wall by using wall fastners 10mm dia and making necessary incomming and outgoing connection of electric cables using aluminium lugs etc complete all as specified and diected. 96 Supply and fixing poly carbonatejunction box , weather and vermin proof of size 250X250X160 including provn of 4 Nos aluminium strip 25x3.15 mm size bus bar single phase and neutral suitabely mounted on bus bar insulators ,including one No. MCB SP 6 Amps for light control,drilling of holes.Provn of suitable size of GI nuts, bolts, double washer and FI clamps ofsuitable sizefor taking connections and fixing on LT steel tubular poles complete with locking arrangementcomplete all as specified and directed. 97 Supply and connecting three core cord flexible wire, copper conductor multistranded, PVC insulated and overall PVC sheathed of size 1.5Sqmm 1100 Volt , draw through LT steel tubular polesfor connection to street light from junction boxetc complete all as specified & directed. 98 S&F for Cable route indicator, duly engraved with LT CABLE 1100 VOLT on cast iron round plate 150 mm dia with provision of 500 mm long (minimum) single leg/stand of flat iron 40 x 5 mm, welded/riveted on back side of plate, fixed and grouted in position with PCC 1:3:6 type C-1, block of suitable size etc complete all as specified & directed. 99 M&L for Precast PCC (1:2:4) type B-1 cable path indicators of size 300x100x500mm rounded top having engraved in capital letters HT Cable embedded in position in PCC(1:3:6) Type C-1, using necessary formwork and including provision of two coats of cement base paint on exposed concrete surface and writing HT Cable in black synthetic enamel paint etc complete all as specified & directed. 100 M&L fordecorative LED post top lantern (PTL) luminior with die cast aluminium spigot, spun aluminium powder coated top cover clear/opal acralic difusser LED light fitting of 25 watts including LED lamp etc complete all as specified & directed. 101 M& L for shifting of 33 KV HT cable to a safe distance from proposed building, supply, laying, testing & commisioning of 33 KV cable in replacement with new as per estimate provided by State electricity deptetc etc complete all as specified & directed. 102 FIRE FIGHTINGS&F forAutomatic air release valve 50mm dia suitable for domestic water with 25mm gun metal stop valveetc complete all as specified & directed. 103 S&F forbranch pipe with nozzle of 20mm dia for hose reel conforming to IS 8090etc complete all as specified and directed. 104 S&F forfix Valve, stop, screwed, 25 mmdia pipeetc complete all as specified and directed. 105 S&F for6 kg capacity Multipurpose dry chemical powder (ABC) type(IS-15683) fire extinguishers consisting of welded MS cylindrical body fabricated from 1.6 mm MS sheet internally protected with anticorrosive treatment and hydraucally tested. Extinguisher externally painted with red enamel and fixed to wall with bracket complete with initial filled/charged .etc complete all as specified and directed. 106 S&F forCO2 type fire extinguisher of 3 Kgs capacity with steel cylinder with a discharge valve and confirming to IS : 15683.Extinguisher shall be painted with red enamel apint and fixed to wall with bracket etc complete all as specified and directed. 107 S&F for9 Ltr capacity Foam type(IS-15683) fire extinguishers consisting of welded MS cylindrical body fabricated from 1.6 mm MS sheet internally protected with anticorrosive treatment and hydraucally tested. Extinguisher externally painted with red enamel and fixed to wall with bracket complete with initial filled/chargedetc complete all as specified and directed. 108 S&F fortesting of Star-Delta starter Panel for fire fighting pump motor etc complete all as specified and directed. 109 Supply, installation, testing & commissioning ofFIRE SIGNAGES for indication/information of fire exit, alarm panel, fire extinguishers fire axe, hose reel, hydrents, lifts of size 300mmx100mm etc complete all as specified and directed. 110 DG SETSSupply, installation, commissioning and testing complete of Manufacturer of OEM (Original Eqpt Manufacturer) manufactured and tested static Diesel Engine driven generating set capable of delivering 180 KVA continuous rating, (10% overload for 1 hour in 12 hours of operation), 415 volts (AC 3 phase, 4 wire system of supply), 50 Hz at power factor 0.8 minimum. The DG set shall consist of a diesel engine coupled directly to a matching alternator, and mounted on Dunlop metallastik foundation pads on a common base frame and thereafter installed in the CPCB approved acoustic enclosure complete with control panel standardised by manufacturer, fuel tank with mounting arrangement and inlet, outlet, return oil arrangement, flexible exhaust pipe complete all as specified and directed and shall include comprise of the following :- 111 (A) Engine (prime mover) : Diesel engine 1500 RPM, of suitable HP as recommended by manufacturer, water cooled, turbocharged, 12 volts electric battery start, complete with fly wheel and torsional vibration damper, rediator and all standard fittings/fixtures as per standard manufacturing practices and including suitable instrument panel with RPM meter, lub oil temp and pressure gauge, water temp gauge and frequency meter (digital type), battery charging ammeter and fuses, and also including self starter (12V), battery charging alternator, fuel tank etc and complete with HWT and LLOP alarm and shut down safeties complete with first fill of Lub oil and Coolent. (B) Alternator : AC alternator, brushless, 415V AC 50 Hz, 3 phase, 4 wire type, rated for continuous output of 63 KVA, PF 0.8 (lag), 1500 RPM insulation class H; enclosure SPDP (IP 22/23), self excited & self regulated with AVR for + 1% voltage regulation, coupled directly/suitably to and to match the above engine and conforming to BS 5000/IS 4722. 112 (C) Dunlop Metallastik anti-vibration of pads for mounting engine - alternator assembly on the base frame/plate.(D) Base plate : Made out of structural steel as per manufacturers recommended design/specifications.(E) Enclosure : Provision of an integral type, approved/certified acoustic enclosure as per latest CPCB norms, for the DG set to restrict the noise level to 75 DB (A) at one metre and ensure that temperature rise within the canopy shall not exceed 5 - 7 degree celsius, It shall be made of 16 SWG CRCA MS sheet with powder-coated finish on outside and high quality noise absorbent and fire retardant grade acuoustic insulation material duly provided with EPDN gasket lining. There shall be four hinged doors out of which one shall be with a glass window.(i)Silencer : Absorption type, non-resistance, residential.(ii) Internal wiring with PVC copper conductor cables, IS 694 marked, FRLS in conduit and suitable light fittings.(iii)Fuel tank to be provided as per OEM specificaton.(iv)Safeties for high enclosure temperature and emergency shut-down from outside.(v) 1No 12V of suitable AH lead acid batteries and adequate size copper conductor cable leads, housed on & including suitable size MS angle iron frame and necessary clamps, nuts, bolts, washers all as required & as per manufacturer design/specifications.(F) Control panel : Control panel made out of 14 gauge CRCA sheet, powder coated and shall consists of the following: - 113 (i) Ps 0500 Controller (ii) Aluminium Bus bars with suitable capacity incoming & outgoing terminals.(iii) Indicating lamps for load on and set running (iv) Instrument fuses duly wired and ferruled. (v) Circuit breaker(MCCB) of suitable rating with overload and short circuit protections. Note: To be mounted inside enclosure. (G) Automatic mains failure (AMF) control panel fabricated from CRCA sheet steel of thickness not less than 3.15 mm, suitable for outdoor installation (including CPRI type test certified), dust & vermin proof, protection class I P-54 suitable for 415 volts, 3 phase, 4 wire, 50 Hz, AC supply system with adequate layers of power coating floor mounting type with front opening, the AMF panel shall comprise the following indicating instruments & switches:- 114 AC voltmeter - 01NoVoltmeter selector switch OFF/RY/YB/BR - 01NoFrequency meter - 01NoAC voltmeter of suitable scale - 01NoAmmeter selector switch OFF/R/Y/B - 01NoCurrent transformers of suitable ratio - 01NoBattery charger consisting of - 01No(aa) Transformer / Rectifier unit (bb) DC ammeter /DC voltmeter(cc) Charging rate selector switch OFF/Trickle/BoostMains supply air break contactor, 3 pole of suitable raing - 01NoAlternator air break contactor, 3 pole of suitable rating and provided with a separate overload relay for overload protection - 01NoMains supply voltage monitor - 01NoSet of DC control relays and timers - 01NoSet of push buttons, START, STOP, ACKNOWLEDGE, RESET, MAINS BREAKER, CLOSE/TRIP, ALTERNATOR BREAKER CLOSE / TRIP - 01No 115 01 Set of indicating lamps for the following :-LOAD ON MAINS, LOAD ON SET, SET FAILS TO START, LOW OIL PRESSURE, HIGH TEMPERATURE ALARM, HIGH TEMPERATURE TRIP, ALTERNATOR OVERLOAD.Audio - alarm hooter - 01NoKWH meter - One Set of Bus bars - 01NoThe control cubicle will be furnished complete with the necessary control circuit fuses, etc. and will have provisions for making incoming and outgoing connections.KW meter - 01Noset of bus bar - 01NoThe control cubical will be furnished complete with the necessary control circuit fuse etc and will have provision for making incoming and outgoing connectionsOne - set of bus bar - 01NoThe control cubicle will be furnished complete with the necessary control circuit fuses, etc. and will have provisions for making incoming and outgoing connections.Note :(i) In case AMF panel included instead of Standard Control Panel, then Battery charging alternator with inbuilt regulator and battery charging ammeter should be deleted from engine specifications since Battery charger included under AMF Panel specifications. 116 (ii) Platform : PCC foundation /plinth/baseshall be provided as per drawing No: TD/2010/109, Sheet No 1/1.(iii) Tool kit, Operation and Maintenance catalogue, 1 year spare part list, overhauling manuals, guarantee card etc shall be provided as per manufacturer standard practices. 117 Supply, installation, commissioning and testing complete of Manufacturer of OEM (Original Eqpt Manufacturer) manufactured and tested static Diesel Engine driven generating set capable of delivering 125 KVA continuous rating, (10% overload for 1 hour in 12 hours of operation), 415 volts (AC 3 phase, 4 wire system of supply), 50 Hz at power factor 0.8 minimum. The DG set shall consist of a diesel engine coupled directly to a matching alternator, and mounted on Dunlop metallastik foundation pads on a common base frame and thereafter installed in the CPCB approved acoustic enclosure complete with control panel standardised by manufacturer, fuel tank with mounting arrangement and inlet, outlet, return oil arrangement, flexible exhaust pipe complete all as specified and directed and shall include comprise of the following :- 118 (A) Diesel engine 1500 RPM, of suitable HP as recommended by manufacturer, water cooled, turbocharged, 12 volts electric battery start, complete with fly wheel and torsional vibration damper, rediator and all standard fittings/fixtures as per standard manufacturing practices and including suitable instrument panel with RPM meter, lub oil temp and pressure gauge, water temp gauge and frequency meter (digital type), battery charging ammeter and fuses, and also including self starter (12V), battery charging alternator, fuel tank etc and complete with HWT and LLOP alarm and shut down safeties complete with first fill of Lub oil and Coolent. (B) Alternator : AC alternator, brushless, 415V AC 50 Hz, 3 phase, 4 wire type, rated for continuous output of 63 KVA, PF 0.8 (lag), 1500 RPM insulation class H; enclosure SPDP (IP 22/23), self excited & self regulated with AVR for + 1% voltage regulation, coupled directly/suitably to and to match the above engine and conforming to BS 5000/IS 4722. (C)Dunlop Metallastik anti-vibration of pads for mounting engine - alternator assembly on the base frame/plate. 119 (D) Base plate : Made out of structural steel as per manufacturers recommended design/specifications.(E) Enclosure : Provision of an integral type, approved/certified acoustic enclosure as per latest CPCB norms, for the DG set to restrict the noise level to 75 DB (A) at one metre and ensure that temperature rise within the canopy shall not exceed 5 - 7 degree celsius, It shall be made of 16 SWG CRCA MS sheet with powder-coated finish on outside and high quality noise absorbent and fire retardant grade acuoustic insulation material duly provided with EPDN gasket lining. There shall be four hinged doors out of which one shall be with a glass window.(i)Silencer : Absorption type, non-resistance, residential.(ii) Internal wiring with PVC copper conductor cables, IS 694 marked, FRLS in conduit and suitable light fittings.(iii)Fuel tank to be provided as per OEM specificaton.(iv)Safeties for high enclosure temperature and emergency shut-down from outside.(v) 1Nos 12V of suitable AH lead acid batteries and adequate size copper conductor cable leads, housed on & including suitable size MS angle iron frame and necessary clamps, nuts, bolts, washers all as required & as per manufacturer design/specifications. 120 (F) Control panel : Control panel made out of 14 gauge CRCA sheet, powder coated and shall consists of the following: - (i) Ps 0500 Controller (ii) Aluminium Bus bars with suitable capacity incoming & outgoing terminals.(iii) Indicating lamps for load on and set running(iv) Instrument fuses duly wired and ferruled. (v) Circuit breaker(MCCB) of suitable rating with overload and short circuit protections. Note: To be mounted inside enclosure. (G) Automatic mains failure (AMF) control panel fabricated from CRCA sheet steel of thickness not less than 3.15 mm, suitable for outdoor installation (including CPRI type test certified), dust & vermin proof, protection class I P-54 suitable for 415 volts, 3 phase, 4 wire, 50 Hz, AC supply system with adequate layers of power coating floor mounting type with front opening, the AMF panel shall comprise the following indicating instruments & switches:- AC voltmeter -01 NoVoltmeter selector switch OFF/RY/YB/BR - 01 No 121 Frequency meter - 01 NoAC voltmeter of suitable scale - 01 NoAmmeter selector switch OFF/R/Y/B - 01 NoCurrent transformers of suitable ratio - 01 NoBattery charger consisting of - 01 No(aa) Transformer / Rectifier unit (bb) DC ammeter /DC voltmeter(cc) Charging rate selector switch OFF/Trickle/BoostMains supply air break contactor, 3 pole of suitable raing - 01 NoAlternator air break contactor, 3 pole of suitable rating and provided with a separate overload relay for overload protection - 01 NoMains supply voltage monitor - 01 NoSet of DC control relays and timers - 01 NoSet of push buttons, START, STOP, ACKNOWLEDGE, RESET, MAINS BREAKER, CLOSE/TRIP, ALTERNATOR BREAKER CLOSE / TRIP - 01 No01 Set of indicating lamps for the following :-LOAD ON MAINS, LOAD ON SET, SET FAILS TO START, LOW OIL PRESSURE, HIGH TEMPERATURE ALARM, HIGH TEMPERATURE TRIP, ALTERNATOR OVERLOAD.Audio - alarm hooter - 01NoKWH meter - One Set of Bus bars - 01NoThe control cubicle will be furnished complete with the necessary control circuit fuses, etc. and will have provisions for making incoming and outgoing connections. 122 KW meter - 01Noset of bus bar - 01NoThe control cubical will be furnished complete with the necessary control circuit fuse etc and will have provision for making incoming and outgoing connectionsOne - set of bus bar - 01NoThe control cubicle will be furnished complete with the necessary control circuit fuses, etc. and will have provisions for making incoming and outgoing connections.Note :(i) In case AMF panel included instead of Standard Control Panel, then Battery charging alternator with inbuilt regulator and battery charging ammeter should be deleted from engine specifications since Battery charger included under AMF Panel specifications. 123 (ii) Platform : PCC foundation /plinth/baseshall be provided as per drawing No: TD/2010/109, Sheet No 1/1.(iii) Tool kit, Operation and Maintenance catalogue, 1 year spare part list, overhauling manuals, guarantee card etc shall be provided as per manufacturer standard practices. 124 Supply, installations, testing of electric chimney of size 60cm havingsuction capacity of 1200 cum per hour with filterless technology sealed motor and insulationfor oil deposit and water vapour alongwith self autoclean feature after 30 cycles of operation and minimum 5 year warranty etc etc complete all as specified and directed.
Contract Date: Ref. Documents Contract Value : Ref. Document
Statutory Bodies & Commissions/Committees No of Bidders 5
25.
Public Administrative Department #11278159 Technical Bid
Tender for Site Clearance: , Surface Dressing Of The Ground Including Removing Vegetation And In Equalities Not Exceeding 15 Cm Deep And Disposal Of Rubbish, Lead Up To 50 M And Lift Up To 1.5 M. All Kinds Of Soil . , Earth Work: , Earth Work In Excavation By Mechanical Means (Hydraulic Wxcavator) Manual ,Eans In Foundation Trenches Ordrains Including Dressing Of Sides And Ramming Ofbottoms, Lift Uoto 1.5M Including Getting Out The Exavated Soil Anddisposal Of Surplus Excavated Soil As Directed Within A Lead Of 50M. , Antitermite Treatment: , Supplying Chemical Emulsion In Sealed Containers Including Delivery As Specified.Chlorpyriphos/Lindane Emulsifiable Concentrate Of 20%. , Back Filling Of Earth: , Filling Available Excavated Earth In Trenches Plinth Sides Of Foundation Etc.In Layer Not Exceeding 20 Cm In Depth Consolidating Each Deposited Layer By Ramming And Watering Lead Upto 50M And Lift Upto 1.5M. , Filling With Available Fly Ash And Earth In Trenches Bor Embankment In Layer With Intermediate Layer Of Compacted Earth After Every Four Layers Of Compacted Depth Of Fly Ash Sides & Top Layer Of Filling Shall Be Dine With Earth Having Total Minimum Compacted Thickness 30 Cm Or As Decided By Engineer -In- Charge Including Compacting Each Layer By Rolling Ramming And Watering All Complete As Per Drawing And Direction Of Enginner-In-Charge. , Supply & Filling In Plinth With Sand Under Floors Including Watering Ramming Consolidating And Dressing Complete. , Plain Cement Concrete , Providing And Laying In Position Cement Concrete 1:4:8 Aggregated Excluding The Cost Of Centering And Shuttering-All Work Upto Plinth Level. , Reinforced Cement Concrete Work , Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete Excluding The Cost Of Centring Shuttering Finishing And Reinforced-All Work Upto Plinth Level 1:1.5:3 All Works Upto Plinth Level. . , Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete Excluding The Cost Of Centring Shuttering Finishing And Reinforced-All Work Upto Plinth Level 1:1.5:3 All Works Above Plinth Level Upto Floor V Level. , Plinth Protection , Making Plinth Protection 50Mm Thick Of Cement Concrete 1:3:6 Over 75Mm Thick Bed Of Dry Brick Ballast 40 Mm Nominal Size, Well Rammed And Consolidated And Grouted With Fine Sand, Including Necessary Excavation Leveling & Dressing & Finishing The Top Smooth. , Shuttering & Centering , Centering Shuttering Including Strutting Propping Etc. And Removal Of From Work Foundations ,Footing ,Bases Of Column Etc. For Mass Concrete. , Centering Shuttering Including Strutting Propping Etc. And Removal Of From Work Columns ,Pillars,Piers, Abutments, Posts And Struts. , Centering Shuttering Including Strutting Propping Etc. And Removal Of From Work Suspended Floors ,Roofs,Landings, Balconies And Access Platform. , Centering Shuttering Including Strutting Propping Etc. And Removal Of From Work Lintels, Beams ,Plinth Beams,Girders, Bressumers And Cantilevers. , Reinforcement Of Steel , Reinforcement For Reinforced Cement Concrete Work Including Straighting Cutting,Bending,Placing In Position And Bending All Complete Themro-Mechanically Treated Bars. , Brick Work , 230Th Brick Work With Comman Burnt Clay F.P.S (Non Modular) Brick Of Class Designation 75 In Foundation & Plinth In Cement Mortar 1:6 , Brick Work With F.P.S Bricks Of Class 75 In Super Structure Above Plinth Level Up To Floor Five Level In All Shapes And Sizes In Cement Mortar 1:6 , Half Brick Masonry With F.P.S Bricks Of Class Designation 75 In Super Structure Above Plinth Level Up To Floor Five Level In Cement Mortar 1:4 , Door, Window, Ventilator , Providing And Fixing Two And Half Track Three Panels Sliding Window With Two Glazed & One Wire Mesh Panels With Aluminium Channel For Roller Track, Wool Pile, Nylon Rollers With Ss 304 Body. Using R2 Series With Frame (65 Mm & Above) X (40 Mm & Above) & Glazed Sash (25 Mm & Above) X (50 Mm & Above) & Fly Screen Sash (18 Mm & Above)X (40 Mm & Above) With Zinc Alloy (Zamak) Powder Coated Touch Locks With Hook (Height Upto 1.2 Metre). , Providing And Fixing Two Track Two Panels Sliding Door With Aluminium Channel For Roller Track, Wool Pile, Zinc Alloy (Zamak) Powder Coated Handle On Every Panel Along With Multi-Point Locking System, Adjustable Nylon Rollers With Ss 304 Body. Using R3 Series With Frame (55 Mm & Above) X (40 Mm & Above) & Sash (30 Mm & Above) X (7 4 Mm & Above). (Height Upto 2.5 Metre). , Providing And Fixing Fixed Window I Ventilator With Mullion I Transom. Using R1 Series With Frame (33 Mm & Above ) X (35 Mm & Above) & Mullion (33 Mm & Above) X (50 Mm & Above). (Height Upto 0.90 Metre) , Providing And Fixing 37 Mm Thick Factory Made Pvc Door Shutter, Styles And Rails Made Of Pvc Hollow Extruded Printed And Laminated Section Having Overall Dimension 115 Mm X 37 Mm With Wall Thickness 2 Mm (± 0.2 Mm) With Inbuilt Beading On One Side, The Styles And Rails Mitred Cut And Joint At Corners By Inserting 2 Nos Pvc Profile Reinforcement Of Size 75 Mm X 200 Mm Long With Cross Section Size Of 28 Mm X 30 Mm Having Wall Thickness 2 Mm (± 0.2 Mm). Styles, Rails And Reinforcements To Be Fusion Welded Together. Only Hinge Side Vertical Style To Be Reinforced With Pvc Profile Reinforcement In Full Length , Railing Work , 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 , Providing And Fixing Hand Rail Of Approved Size By Welding Etc. To Stee Ladder Railing, Balcony Railing, Staircase Railing And Similar Works, Including Applying Priming Coat Of Approved Steel Primer. M.S. Tube , Spiral Staircase (M.S) , 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 , Providing And Fixing Hand Rail Of Approved Size By Welding Etc. To Stee Ladder Railing, Balcony Railing, Staircase Railing And Similar Works, Including Applying Priming Coat Of Approved Steel Primer. M.S. Tube , Plaster & Finishing Work , 12Mm Thick Plaster On The Plain In Side Of Mix 1:6 Mortar. , 15Mm Cement Plaster On The Rough Side Of Single Or Half Brick Wall Of Mix. , 6Mm Thick Cement Plaster Of Ceiling Of Mix 1:6 Mortar. (Dsr 2023 -13.16.1) , Distempering With Oil Bound Washable Distemper Of Approved Brand And Manufacture To Give An Even Shade: New Work Over And Including Water Thinnable Priming Coat With Cement Prime. , Providing And Applying White Cement Based Putty Of Average Thickness 1Mm Of Approved Brand And Manufacturer,Over The Plastered Wall Surface To Prepare The Surface Even And Smooth Complete. , Finishing Walls With Acrylic Smooth Exterior Paint Of Required Shade New Work , Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture Of Required Colour To Give An Even Shade: Two Or Nore Coats On New Work Over An Under Coat Of Suitable Shade With Oridinary Paint Of Approved Brand And Manufacture. , Flooring Work , Providing And Laying Verified Floor Tiles In Different Sizes With Water Absorption Less Than 0.08% And Conforming To Is:15622, Of Approved Make In All Colours And Shades Laid On 20Mm Thick Cement Mortar 1:4 ,Jointing With Grey Cement Slurry @3.3Kg/Sq.M Including Groutibg The Joints With White Cement And Matching Pigments Etc. Complete Size Of Tile 600 X 600 Mm. , Providing And Fixing 1St Qaulity Ceramic Glazes Floor Tiles Conforming To Is:15622 Of Approved Make In All Colours Shades Except Burgundy Bottle Green Black Of Any Size As Approved By Engineer-In-Charge In Skirting,Risers Of Steps And Dados Over 12Mm Thick Bed Of Cement Mortar 1:3 And Jointing With Grey Cement Slurry @3.3Kg Per Sqm Including Pointing In White Cement Mixed With Pigment Of Matching Shade Complete. , Providing And Fixing 1St Qaulity Ceramic Glazes Wall Tiles Conforming To Is:15622 Of Approved Make In All Colours Shades Except Burgundy Bottle Green Black Of Any Size As Approved By Engineer-In-Charge In Skirting,Risers Of Steps And Dados Over 12Mm Thick Bed Of Cement Mortar 1:3 And Jointing With Grey Cement Slurry @3.3Kg Per Sqm Including Pointing In White Cement Mixed With Pigment Of Matching Shade Complete. , Grouting The Joints Of Flooring Tiles Having Joints Of 3 Mm Width, Using Epoxy Grout Mix Of 0.70 Kg Of Organic Coated Filler Of Desired Shade (0.10 Kg Of Hardener And 0.20 Kg Of Resin Per Kg), Including Filling I Grouting And Finishing Complete As Per Direction Of Engineer-In-Charge. . , Providing And Laying Tactile Tile (For Vision Impaired Persons As Per Standards) Of Size 300X300x9.8 Mm Having With Water Absorption Less Than 0.5% And Conforming To Is:15622 Of Approved Make In All Colours And Shades In For Outdoor Floors Such As Footpath, Court Yard, Multi Modals Location Etc., Laid On 20 Mm Thick Base Of Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) In All Shapes & Patterns Including Grouting The Joints With White Cement Mixed With Matching Pigments Etc. Complete As Per Direction Of Engineer-In-Charge. , False Ceiling , Providing And Fixing False Ceiling At All Heights Including Providing And Fixing Of Frame Work Made Of Special Sections, Power Pressed From M.S Sheets And Galvanized With Zinc Coating Of 120 Gms/Sqm (Both Side Nclusive) As Per Is : 277 And Consisting Of Angle Cleats Of Size 25 Mm Wide X 1.6 Mm Thick With Flanges Of 27 Mm And 37Mm, At 1200 Mm Centre To Centre, One Flange Fixed To The Ceiling With Dash Fastener 12.5 Mm Dia X 50 Mm Long With 6 Mm Dia Bolts, Other Flange Of Cleat Fixed To The Angle Hangers Of 25X1 Ox0.50 Mm Of Required Length With Nuts & Bolts Of Required Size And Other End Of Angle Hanger Fixed With Intermediate G.I. Channels 45X15x0.9 Mm Running At The Spacing Of 1200 Mm Centre To Centre. , Water & Damp Proofing , Providing And Laying Water Proofing Treatment On Roofs Of Slabs By Applying Cement Slurry Mixed With Water Proofing Cement Compound Consisting Of Applying. ( , Drainage & Water Supply Works , Providing , Laying And Jointing Glazed Stoneware Pipes Class Sp-1 With Stiff Mixture Of Cement Mortar In The Proportion Of 1:1 Including Testing Of Joints Etc. 150 Mm Diameter , Providing And Fixing Square-Mouth S.W Gully Trap Class Sp-1 Complete With C.I Grating Brick Masonry Chamber With Wter Tight C.I Cover With Frame Of 300X300mm Size The Weight Of Cover To Be Not Less Than 4.50Kg And Frame To Be Not Less Than 2.70Kg. As Per Standard Design. , Providing And Laying Cement Concrete 1:5:10 All Round S.W Pips Including Bed Concrete As Per Standard Design. 15Mm Dia S.W Pipe. , Constructing Brick Masonry Chamber For Underground C.I Inspection Chamber And Bends With Bricks In Cement Mortar 1:4. 455X610 Mm Iternal Dimensions Total Weight Of Cover With Frame To Be Not Less Than 38Kg Reinforced Cement Concrete Top Slab With 1:1.5:3 Mix , Providing And Fixing G.I Pipes Complete With G.I Fittings And Clsmps Including Cutting And Making Good The Walss Etc. Internal Work Exposed On Wall. , 15Mm Dia Nominal Bore , 25Mm Dia. Nominal Bore , 50Mm Dia. Nominal Bore , Providing And Fixing Ball Valve Of Approved Quality Complete High Or Low Pressure With Plastic Floats 25Mm Dia. Nominal Bore , Providing And Fixing Gun Metal Non-Return Valve Of Approved Quality :25Mm Nominal Bore. , Providing And Fixing Gun Metal Non-Return Valve Of Approved Quality :50Mm Nominal Bore. , Providing And Fixing Uplasticised Pvc Connection Pipe With Brass Unions 15Mm Nominal Bore. , Providing And Placing On Terrace Polyethylene Water Storage Tank Isi:12701 Marked With Cover And Suitble Locking Arrangement And Amking Necessary Holkes For Intel Outlet And Overflow Pipes But Without Fittings And The Base Vsupport For Tank. , Providing And Fixing Soil,Waste And Vent Pipes:Sand Cast Iron S&S Pipe As Per Is:1729 100Mm , Providing And Fixing Soil,Waste And Vent Pipes:Sand Cast Iron S&S Pipe As Per Is:1729 75Mm , Providing And Fixing Plain Bend Of Required Degree.100Mm Sand Cast Iron S &S As Per Is:1729 , Providing And Fixing Single Equalplain Invert Branch Of Required Degree.100X100x100mm Sand Cast Iron S &S As Per Is:1729 , Providing And Fixing Single Equalplain Invert Branch Of Required Degree.75X75x75mm Sand Cast Iron S &S As Per Is:1729 , Providing And Fixing Mirror Of Superior Glass And Of Required Shape And Size With Plastic Moulded Frame Of Approved Make And Shade With 6Mm Thick Hard Board Backing :Rectangular Shape 453X357mm. , Providing And Fixing Terminal Guard: Sand Cast Iron S&S Pipe As Peris-1729 , Providing And Fixing M.S Stays And Clamps For Sand Iron/Centrifugally Cast Iron Pipes Of Diameter:10Mm Dia. , Providing And Fixing C.P Brass Long Body Bib Cock Of Approved Quality Conforming To Is Standards And Weighing Not Less Than 690 Gms.15Mm Nominal Bore. , Providing And Fixing C.P Brass Stop Cock Of Standard Design And Of Approved Make Conforming To Is:8931. 15Mm Nominal Bore. , Providing And Fixing C.P Brass Angle Valve For Basin Mixer And Geyser Points Of Approved Quality Conforming To Is:8931. 15Mm Nominal Bore. , Providing And Fixing 450 Mm Long Towel Rail With Total Length Of 495 Mm, 78 Mm Wide And Effective Height Of 88 Mm, Weighing Not Less Than 170 Gms , Providing And Fixing C.P. Brass Angle Valve For Basin Mixer And Geyser Points Of Approved Quality Conforming To Is:8931 15 Mm Nominal Bore , Providing And Fixing C.P. Brass Long Body Bib Cock Of Approved Quality Conforming To Is Standards And Weighing Not Less Than 690 Gms. 15 Mm Nominal Bore , Providing And Fixing On Wall Face Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is : 5382, Leaving 10 Mm Gap For Thermal Expansion, (I) Single Socketed Pipes. 75 Mm Diameter , Providing And Fixing Ptmt Soap Dish Holder Having Length Of 138Mm, Breadth 102Mm Height Of 75Mm With Concealed Fitting Arrangments Weighing Not Less Than 106 Gms. , Sanitary Works , Providing And Fixing One Piece Construction White Vitreous China Squatting Plate With An Integral Longitudinal Flushing Pipe, White P.V.C. Automatic Flushing Cistern, With Fittings, Standard Size G.I. / Pvc Flush Pipe For Back And Front Flush With Standard Spreader Pipes With Fittings, G.I Clamps And C.P. Brass Coupling Complete, Including Painting Of Fittings And Cutting And Making Good The Walls And Floors Etc. Wherever Required :Range Of Two Squatting Plates With 5 Litre P.V.C. Automatic Flushing Cistern , Providing And Fixing White Vitrepous China Flat Back Or Wall Corner Type Lipped From Urinal Basin Of 430X260xx350mm And 340X410x265mm Size Respectively With Automatic Flushing Cistern With Standard Flush Pipe Abd C.P Brass Spreaders With Brass Unions And G.I Clamps Complete,Including Painting Of Fitting And Brackets Cutting And Making Good The Walls And Floors Wherver Required :One Urinal Basin With 5 Ltr. White P.V.C Automatic Flushing Cistern , Providing And Fixing Soil ,Waste And Vent Pipes Sand Cast Iron S&S Pipe As Per Is:1729 , 100Mm Dia. , 75Mm Dia. , Providing And Fixing Trap Of Self Cleaning Design With Screwed Down Or Hinged Grating With Or Without Vent Arm Complete,Including Cost Of Cutting And Making Good The Walls And Floors: Sand Cast Iron S&S As Per Is-17 , Providing And Fixing Wash Basin With C.I Brackets, 15Mm C.P Brass Pillar Taps,32Mm C.P Brass Waste Of Standard Pattern,Including Painting Of Fitting And Brackets,Cutting And Making Good White Viterous China Wash Basin Size 630X450mm With Single 15Mm C.P Brass Pillar Tap , Providing And Fixing C.P. Brass Shower Rose With 15 Or 20 Mminlet: 100Mm Diameter. , Electrical Work , Wiring For Light Point/Fan Point ,Exhaust Fan Point With 1.5Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface Steel Conduit With Modular Switch,Modular Plate Suitable G.I Box For Earhting The Point With 1.5 Sqmm Frls Pvc Insulated Copper Conductor Single Core Cable Isi Marked 1100 Volts Grade As Required For Group C Point Including Ceiling Rose And Lamps Holder As Required , Supplying And Fixing 5/6 Amps.Modular Type Switch On The Existing Modular Plate & Switch Box Including Cconnections But Excluding Modular Plate,Ac Etc. As Required. , Supply/Fixing 1 Or 2 Module Gi Box Of Size 75X75 Mm Along With Modular Base And Cover Plate For Modular Switches In Recess Etc As Required. , Supply/Fixing 3 Module Gi Box Of Size 100X75 Mm Along With Modular Base And Cover Plate For Modular Switches In Recess Etc As Required. , Supply/Fixing 6 Module Gi Box Of Size 200X75 Mm Along With Modular Base And Cover Plate For Modular Switches In Recess Etc As Required. , Supply/Fixing 8 Module Gi Box Of Size 125X125 Mm Along With Modular Base And Cover Plate For Modular Switches In Recess Etc As Required. , Supply/Fixing 12 Module Gi Box Of Size 200X150 Mm Along With Modular Base And Cover Plate For Modular Switches In Recess Etc As Required. , Supplying And Fixing Following Piano Type 3Pin 5/6A Socket Outlet. , Supplying And Fixing 3 Pin 5 Amps Ceiling Rose On The Existing Junction Box/Wooden Block Including Connections Etc As Required. , Supplying And Fixing Suitable Size G.I Box With Modular Plate And Cover In Front On Surface Including providing and Fixing 3 Pin 5\6 Amps Modular Socket Outlet And 5/6 Amps Modular Switch Connections Etc. As Required. , Supplying And Fixing Two Module Stepped Type Electronic Fan Regulator On The Existing Modular Plate Switch Box Including Connections But Excluding Modular Plate Etc. As Required. , Supplying And Fixing Modular Blanking Plate On The Existing Modular Plate And Switch Box Excluding Modular Plate As Required. , Supplying And Fixing Suitable Size G.I Box With Modular Plate And Cover In Front On Surface Including providing and Fixing 6 Pin 15/16 Amps And 5/6 Amps Modular Socket Outlet And 15/16 Amps Modular Switch Connections Etc As Required. , Supplying And Fixing 6 Way Double Door Surface Mounting Vertical Type 240 Volts Tpn Mcb Distribution Board Of Sheet Steel Dust Protected Duly Powder Painted,Including Of 63 Amps Tinned Copper Bus Bars,Common Neutral Link,Earth Bar,Din Bar For Mounting Mcbs Of Havells Make Model Load Line Or Its Equivalent Of Legrand/Abb/L&T/Scienmense Make Inclduing Painting Earhting Etc. As Required. , Supplying And Fixing Single Pole 5Amps-32 Amps Rating 240/415 Volts C Series Miniature Circuit Breaker Suitable For Including Loand Of Following Pole In The Existing Mcb Db Complete With Connections,Testing And Commisioning Etc As Required. , Supplying And Fixing Of 200Mm Sweep Double Ball Bearing Type Exhaust Fan Of Make Usha/Crompton/Phllips/Or Its Equivalent In All Respect As Required And Directed By Enginner-In-Charge. , Led Down Lighter (Smd Type) (System Lumen Efficacy ≥ 105 120 Lm/Watt ) Supplying, Installation, Testing & Commissioning Of Led Recessed/ Surface Down Light. , 30 Watt , 12 -15 Watt , Led Batten Light (System Lumen Efficacy ≥105 120 Lm/Watt) Supplying, Installation, Testing & Commissioning Of Led Surface Mounted Batten Light Of Following Body Material And Construction As Per Is : 10322 , 18- 22 Watt , Providing And Fixing 32 Amps Single Pole Mcb In Existing Cubical Panel Board Including Drilling Holes In Cubical Panel Making Connection Etc. Includingtesting And Commissioning Etc As Required. , Wiring For Circuit/Sub-Main Wiring Along With Earthwire The Following Size Of Frls Pvc Insulated Copper Conductor Single Core Cable I.S.I Marked 1100 Volts Grade In Surface/Recessed Steel Conduitas Required. , 2 X1.5 Sqmm+1X1.5 Sqmm Earth Wire , 2 X2.5 Sqmm+1X2.5 Sqmm Earth Wire , 2 X 4 Sqmm+1X4 Sqmm Earth Wire , 2 X 6 Sqmm+1X6sqmm Earth Wire , Supply , Installation,Testing And Commissiong Of 1200 Mm Sweep, Bee 5 Star Rated,Ceiling Fan. , Water Cooler , Ceiling Fan , Wall Hanging Fan , Interior Work , Furniture Work , Mid Back Mesh Revolving Chair Black , High Back Revolving Chair Black/Blue , Workstation 8 Seater (8 Seater Table) Size: 96X36X30 , Bookcase Steel (4 Shelf Glass) Size: 72X30X18 , Workstation 8 Seater (8 Seater Table) Size: 12X2x2 , Directior Table Size: 72X36X30 , 5 Seater Sofa With Table , Air Conditioner , 2 Ton 5 Star Voltas , 1 Ton 5 Star , A/C Installing Charge , Wall Stand , Computer , Hp A/O Desktop 27-Cr0902in I3-13T 8Gb/512Gb/Win/Mso , Hp A/O Desktop 24-Cr0902in I3-13T 8Gb/512Gb/Win/Ms , Hp Printer Smart Tank 580Aio P/S/C/W , Cctv Camera , Dvr Cp Plus 8Ch , Smps 10A , Bullet Camera 2.4Mp (Guard+Mic) , Dome Camera 2.4Mp (Guard+Mic) , Hdd 2Tb , Pvc Box , Bnc Connector Set , Rack 2U , Installation Charge , 3+1 Cable , 1.5 Mtr. Hdmi Cable , 32 Inch Led Smart Tv
Contract Date: Ref. Documents Contract Value : Ref. Document
Local Bodies No of Bidders 8
Uttarakhand View Result →
26.
Public Administrative Department #11276744 Technical Bid
Tender for Labour Engaged For Desilting,Readjustment Of Manholes Covers, Diverting The Direction Of Water Dewatering During The Execution Of Work And Disposal Away From Site. , Dismantling Tile Work In Floors And Roofs Laid In Cement Mortar Including Stacking Material Within 50 Meters Lead For Thickness Of Tiles Above 25 Mm And Upto 40 Mm. , Dismantling Dressed Stone Work Ashlar Face Stone Work, Marble Work Or Precast Concrete Work Manually/By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Meters Lead As Per Direction Of Engineer-In-Charge , Dismantling Roofing Including Ridges, Hips Valleys And Gutters Etc., And Stacking The Material Within 50 Meters Lead. , Dismantling Of Flexible Pavement (Bituminous Courses) By Mechanical Means And Disposal Of Dismantled Material Upto A Lead Of 1 Kilometer, As Per Direction Of Engineer-In-Charge. , Dismantling Manually/ Mechanically Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Meters Lead As Per Direction Of Engineer-In-Charge: Bituminous Road. , Demolishing Cement Concrete Manually/By Mechanical Means Including Disposal Of Material Within 50 Meters Lead As Per Direction Of Engineer-Incharge:1:4:8 Or Leaner Mix (I/C Equivalent Design Mix) , Demolishing Lime Concrete Manually/By Mechanical Means And Disposal Of Material Within 50 Meters Lead As Per Direction Of Engineer-In-Charge. , Demolishing Brick Work Manually/By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Meters Lead As Per Direction Of Engineer-In-Charge:In Cement Mortar , Demolishing Cement Concrete Manually/By Mechanical Means Including Disposal Of Material Within 50 Meters Lead As Per Direction Of Engineer-Incharge: 15.2.1 1:3:6 Or Richer Mix (I/C Equivalent Design Mix) , Demolishing Reinforced Cement Concrete Work Manually/By Mechanical Means Including Stacking Of Steel Bars And Disposal Of Unserviceable Material Within 50 Meters Lead As Per Direction Of Engineer-In-Charge. , Demolishing R.B Work Manually/By Mechanical Means Including Stacking Of Steel Bars And Disposal Of Unserviceable Material Within 50 Meters Lead As Per Direction Of Engineer-In-Charge. , Earth Work In Excavation By Manual Means In Trenches For Foundations, Drains, Pipes, Cables Etc. (Not Exceeding 1.5 M In Width) And For Shafts, Wells, Cesspits And The Like Not Exceeding 10 Sqm On Plan, Including Dressing Of Sides And Ramming Of Bottoms Lift Upto 1.5 M, Including Getting Out Excavated Earth And Disposal Of Surplus Excavated Earth As Directed: All Kinds Of Soil : , Earth Work In Bulk Excavation By Mechanical Means (Hydraulic Excavator) Over Areas (Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 M2 On Plan) Including Disposal Of Excavated Earth Lead Upto 50 Meters And Lift Upto 1.5 M, As Directed By Engineer-In-Charge. All Kinds Of Soil : , Earth Work In Surface Excavation Not Exceeding 30 Cm In Depth But Exceeding 1.5 M In Width As Well As10 Sqm On Plan Including Disposal Of Excavated Earth, Leadupto50meterand Lift Upto 1.5M, As Directed By Engineer-In-Charge.All Kinds Of Soil : , Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) In Trenches For Foundations, Drains, Pipes, Cables Etc. (Not Exceeding 1.5 M In Width) And For Shafts, Wells, Cesspits And The Like Not Exceeding 10 Sqm On Plan, Including Dressing Of Sides And Ramming Of Bottoms Lift Upto 1.5 M, Including Getting Out Excavated Earth And Disposal Of Surplus Excavated Earth As Directed, Within A Lead Of 50 Metres:All Kinds Of Soil : , Removal Of Excavated Mulba Dismantled Or Unserviceable Material From The Site Of Work By Mechanical Transport Or Animal Transport Or Otherwise Including Loading/Unloading(Complete Job) , Providing And Laying In Position Cement Concrete Of Specified Grade Including Curing But Excluding The Cost Of Centring And Shuttering. All Work Upto Plinth Level With:1:4:8 (1 Cement : 4 Coarse Sand : 8 Graded Stone Aggregate 40 Mm Nominal Size) , Providing And Laying In Position Cement Concrete Of Specified Grade Including Curing But Excluding The Cost Of Centring And Shuttering. All Work Upto Plinth Level With: 4.4.8 1:5:10 (1 Cement : 5 Coarse Sand : 10 Graded Stone Aggregate 40 Mm Nominal Size) , Providing And Laying In Position Cement Concrete Of Specified Grade Including Curing But Excluding The Cost Of Centring And Shuttering. All Work Upto Plinth Level With:1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size) , Providing And Laying In Position Cement Concrete Of Specified Grade Including Curing But Excluding The Cost Of Centring And Shuttering. All Work Upto Plinth Level With:1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size) , Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete Including Curing But Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement. All Works Upto Plinth Level 1:1½:3 (1 Cement : 1½ Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size) , Providing And Laying Cement Concrete In Retaining Walls, Return Walls, Walls (Any Thickness) Including Attached Pilasters, Columns, Piers, Abutments, Pillars, Posts,Struts, Buttresses, String Or Lacing Courses, Parapets, Coping, Bed Blocks, Anchors Blocks, Plain Window Sills, Fillets Etcupto Floor V Level, Including Curing But Excluding The Cost Of Centring, Shuttering And Finishing With.1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size) , Reinforced Cement Concrete Work In Walls (Any Thickness) Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts And Struts Upto Floor Five Level Including Curing But Excluding Cost Of Centering Shuttering, Finishing And Reinforcement. 1½:3 (1 Cement : 1½ Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size) , Providing And Laying In Position Ready Mixed M-25 Grade Concrete For Reinforced Cement Concrete Work, Using Cement Content As Per Approved Design Mix, Manufactured In Fully Automatic Batching Plant And Transported To Site Of Work In Transit Mixer For All Leads, Having Continuous Agitated Mixer, Manufactured As Per Mix Design Of Specified Grade For Reinforced Cement Concrete Work Including Pumping Of R.M.C. From Transit Mixer To Site Of Laying , Excluding The Cost Of Centering, Shuttering Finishing And Reinforcement Including Cost Of 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 The 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.All Works Upto Plinth Level , Providing And Laying In Position Ready Mixed M-25 Grade Concrete For Reinforced Cement Concrete Work, Using Cement Content As Per Approved Design Mix, Manufactured In Fully Automatic Batching Plant And Transported To Site Of Work In Transit Mixer For All Leads, Having Continuous Agitated Mixer, Manufactured As Per Mix Design Of Specified Grade For Reinforced Cement Concrete Work Including Pumping Of R.M.C. From Transit Mixer To Site Of Laying , Excluding The Cost Of Centering, Shuttering Finishing And Reinforcement Including Cost Of 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 The 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. All Works Above Plinth Level Upto Floor V Level , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form Work For: Foundations, Footings, Bases For Columns , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form Work For Retaining Walls, Return Walls, Walls (Any Thickness) Including Attached Pilasters Buttresses, Plinth And String Course Fillets, Kerbs Andsteps Etc. , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For: Lintel, Beams, Plinth Beams, Girders, Bressumers And Cantilevers , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For:Columns, Pillars, Piers, Abutments, Posts And Struts. , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For:Edges Of Slabs And Breaks In Floors And Walls , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For: Suspended Floors, Roofs, Landings, Balconies And Access Platforms. , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For: Arches, Domes, Vaults Upto 6 M Span , Steel Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Above Plinth Level With Cold Twisted Bar , 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. , Structural Steel Work In Built Up Sections, Trusses And Framed Work, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete. Welded , Providing And Laying River Bed Material On The Road Surface By Way Of Spreading The Same In Uniform Layer Not Exceeding 20Cm In Depth, Watering And Compacting With Vibratory Power Road Roller Of 8-10 Tonne Capacity Incl Carriage Of Material From Source To Site Of Work (All Leads , Lifts Complete).The Measurement Is To Be Taken Of Compacted / Finished Work. , Filling Available Excavated Earth (Excluding Rock) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20 Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering, Lead Upto 50 M And Lift Upto 1.5 M. , Surface Dressing Of The Ground Including Removing Vegetation And In-Equalities Not Exceeding 15 Cm Deep And Disposal Of Rubbish, Lead Upto 50 M And Lift Upto 1.5 M In -All Kinds Of Soil. , Providing And Fixing 60Mm Interlocked Paver Tile Over A Layer Of Cement Mortar 1:4 Mix Incl Filling Of Joints With Cement Mortar 1:3 (Complete Job) , Providing And Laying Factory Made Chamfered Edge Cement Concrete Paver Blocks In Footpath, Parks, Lawns, Drive Ways Or Light Traffic Parking Etc, Of Required Strength, Thickness & Size/ Shape, Made By Table Vibratory Method Using Pu Mould, Laid In Required Colour & Pattern Over 50Mm Thick Compacted Bed Of Sand, Compacting And Proper Embedding/Laying Of Inter Locking Paver Blocks Into The Sand Bedding Layer Through Vibratory Compaction By Using Plate Vibrator, Filling The Joints With Sand And Cutting Of Paver Blocks As Per Required Size And Pattern, Finishing And Sweeping Extra Sand Complete All As Per Direction Of Engineer-In-Charge. 80 Mm Thick cement concrete Paver Block Of M-30 Grade With Approved Color Design And Pattern. , 12Mm Cement Plaster Of Mix: 1 : 6 ( 1 Cement : 6 Fine Sand) , 12Mm Cement Plaster Of Mix: 1 : 4 ( 1 Cement : 4 Fine Sand) , Brick Work With Common Burnt Clay (Non-Modular) Bricks Of Class Designation 7.5 In Foundation And Plinth Including Curing In : Cement Mortar 1:6 ( 1 Cement : 6 Coarse Sand) , Extra For Brick Work With Common Burnt Clay Bricks/Cement Concrete Bricks In Superstructure Above Plinth Level Upto Floor Five Level , Tile Brick Masonry With Common Burnt Clay Tile Bricks Of Class Designation 10 In Foundation And Plinth Including Curing Complete In: Lime Mortar 1:1:1 (1 Lime Putty : 1 Surkhi : 1 Fine Sand) , Providing And Laying Bituminous Macadam Using Crushed Stone Aggregates Of Specified Grading Premixed With Bituminous Binder, Transported To Site By Tippers, Laid Over A Previously Prepared Surface With Paver Finisher Equipped With Electronic Sensor To The Required Grade, Level And Alignment And Rolling With Smooth Wheeled, Vibratory And Tandem Rollers As Per Specifications To Achieve The Desired Compaction And Density, Complete As Per Specifications And Directions Of Engineer-In-Charge. 50 To 100 Mm Average Compacted Thickness With Bitumen Ofgrade Vg-30 @ 3.5% (Percentage By Weight Of Total Mix) Prepared In Drum Type Hot Mix Plant Of 60-90 Tph Capacity , Supplying,Stacking, Laying, Spreading And Compacting Graded Stone Aggregate To Wet Bound Macadam (Wbm-Iii) With Graded Crushed Stone Aggregate Of Size 53Mm To 22.4 Mm In Uniform Thickness,Hand Picking , Rolling With Vibratory Roller 8-10 Tonne Capacity In Stages To Proper Grade And Camber,Applying And Brooming Requisite Type Screening / Binding Material To Fill Up Interstices Of Coarse Aggregate,Watering And Compacting To The Required Density.Complete Job , Providing And Applying Tack Coat Using Hot Straight Run Bitumen Of Grade - Vg-30, Including Heating The Bitumen, Spraying The Bitumen With Mechanically Operated Spray Unit Fitted On Bitumen Boiler, Cleaning And Preparing The Existing Road Surface As Per Specifications. On Bitumen Surface @ 0.50 Kg/Sqm. , Hand-Packing Stones In Wire-Crates; Excluding Cost Of Crates And Stones , Providing And Applying Tack Coat Using Hot Straight Run Bitumen Of Grade - Vg-30, Including Heating The Bitumen, Spraying The Bitumen With Mechanically Operated Spray Unit Fitted On Bitumen Boiler, Cleaning And Preparing The Existing Road Surface As Per Specifications.16.38.1 On W.B.M. @ 0.75 Kg/Sqm. , Providing And Laying Seal Coat Of Premixed Fine Aggregate (Passing 2.36 Mm And Retained On 180 Micron Sieve) With Bitumen Using 128 Kg Of Bitumen Of Grade Vg-30 Bitumen Per Cum Of Fine Aggregate And 0.60 Cum Of Fine Aggregate Per 100 Sqm Of Road Surface Including Rolling And Finishing With Road All Complete , 2.5 Cm Premix Carpet Surfacing With 2.25Cum And 1.12 Cum Of Stone Chippings Of 13.2 Mm And 11.2Mm Size Respectively Per 100 Sqm And 52 Kg And 56 Kg Of Hot Bitumen Per Cum Of Stone Chippings Of 13.2 Mm And 11.2 Mm Size Respectively Including A Tack Coat With Hot Straight Run Bitumen Including Consolidation With Road Roller Of 6 To 9 Tonne Capacity Etc. Complete (Tack Coat To Be Paid For Separately). Vwith Paving Asphalt Grade Vg-30 With No Solvent , 10Cm Thick (Average) Mud Phaska Of Damped Brick Earth On Roofs Laid To Slope Consolidated And Plastered With 25 Mm Thick Mud Mortar Mixed With Bhusa At 35Kg Per Cum Of Earth And Gobri Leaping With Mix 1:1 (1 Clay: 1 Cow Dung) And Covered With Specified Tile Bricks Grouted With Cement Mortar 1:3 (1 Cement: 3 Fine Sand) Mixed With 2% Of Integral Water Proofing Compound By Weight Of Cement And Finishing Neat. 12.25.1 With Common Burnt Clay (Non Modular) Brick Tiles Of Class Designation 10.0 , Providing And Fixing Precoated Galvanized Iron Profile Sheets (Size, Shape And Pitch Of Corrugation As Approved By Engineer-In-Charge) 0.50 Mm (+ 0.05 %) Total Coated Thickness With Zinc Coating 120 Grams Per Sqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns. Sheet Should Have Protective Guard Film Of 25 Microns Minimum To Avoid Scratches During Transportation And Should Be Supplied In Single Length Upto 12 Metre Or As Desired By Engineer-In-Charge. The Sheet Shall Be Fixed Using Self Drilling /Self Tapping Screws Of Size (5.5X 55 Mm) With Epdm Seal, Complete Upto Any Pitch In Horizontal/ Vertical Or Curved Surfaces, Excluding The Cost Of Purlins, Rafters And Trusses And Including Cutting To Size And Shape Wherever Required. , Providing And Fixing Precoated Galvanised Steel Sheet Roofing Accessories0.50 Mm (+0.05 %) Total Coated Thickness, Zinc Coating 120 Grams Per Sqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns Using Self Drilling/ Self Tapping Screws Complete : 12.24.1 Ridges Plain (500 - 600Mm) 12.24.2 Flashings/ Aprons.(Upto 600 , Providing And Fixing 1Mm Thick M.S. Sheet Door With Frame Of 40X40x6mm Angle Iron And 3Mm M.S. Gusset Plates At The Junctions And Corners, All Necessary Fittings Complete, Including Applying A Priming Coat Of Approved Steel Primer. Using Flats 30X6mm For Diagonal Braces And Central Cross Piece. , Providing And Applying White Cement Based Putty Of Specified Thickness, Of Approved Brand And Manufacturer, Over The Plastered Wall Surface To Prepare The Surface Even And Smooth Complete. 2 Mm Thick , Wall Painting With Acrylic Emulsion Paint Of Approved Brand And Manufacture To Give An Even Shade. Two Or More Coats On New Work , Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture To Give An Even Shade. Two Or More Coats On New Work , Finishing Walls With Acrylic Smooth Exterior Paint Of Required Shade On New Work (Two Or More Coats Applied @ 1.67 Liter/10Sqm Over And Including Priming Coat Of Exterior Primer Applied @ 2.20Kg/10Sqm) , Providing And Laying Vitrified Floor Tiles In Different Sizes (Thickness To Be Specified By The Manufacturer) With Water Absorption Less Than 0.08% And Conforming To Is:15622 Of Approved Make, In All Colours And Shades, Laid On 20Mm Thick Cement Mortar 1:4 (1Cement :4 Coarse Sand) Including Grouting The Joints With White Cement And Matching Pigments Etc. Complete Size Of Tile 600X600 Mm , Chequerred Precast Cement Concrete Tiles 22Mm Thick In Footpath And Courtyard, Jointed With Neat Cement Slurry Mixed With Pigment To Match The Shade Of The Tiles, Including Rubbing, Cleaning And Curing Complete, On 20 Mm Thick Bed Of Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand) . Dark Shade Using Ordinary Cement. , Providing And Fixing 15 Mm Nominal Bore C.P. Brass Bib Cock Of Approved Quality Conforming To Is : 8931 , Providing And Fixing 15 Mm Nominal Bore C.P. Brass Long Nose Bib Cock Of Approved Quality Conforming To Is Standards And Weighing Not Less Than 810 Gms. , Pvc Bend , Providing And Fixing Of Pvc Pipe With All Fitting Complete Job , Providing And Fixing Of Pvc Pipe With All Fitting Complete Job , Providing And Fixing On Wall Face Un-Plasticized Rigid Pvc Rain Water Pipes Conforming To Is: 13592 Type A Including Jointing With Seal Ring Conforming To Is: 5382 Leaving 10 Mm Gap For Thermal Expansion. (I) Single Socketed Pipes 75 Mm Diametre , Providing And Fixing Of Pvc Including All Fitting With Complete Job , Providing And Fixing Of Towal Ring With All Fitting With Complete Job , Providing And Inserting Upvc Pipe ( Working Pressure4kg/ Cm2) Single Sockted Pipe 110 Mm Dia , Providing And Fixing G.I. Pipes Complete With G.I. Fittings And Clamps, Including Cutting And Making Good The Walls Etc.: Internal Work-Exposed On Wall 15 Mm Dia. Nominal Bore , Dumping Of Stone Including Cost Of Stone Filling, Including Supply Of Stone And Carriage Complete Job , Providing And Placing On Terrace (At All Floor Levels) Polyethylene Water Storage Tank Isi : 12701 Marked, With Cover And Suitable Locking Arrangement And Making Necessary Holes For Inlet, Outlet And Overflow Pipes But Without Fittings And The Base Support For Tank , Supply Of Wire Crates Of Approved Mesh Including Weaving Binding Sides And Partitionsand Binding Top After Filling Complete Job. , Extra For Every Additional Lift Of 1.5 M Or Part There Of Beyond 1.5 M Height For Hand-Packing Of Stones In Wire-Crates , Providing And Fixing Of Weep Hole With Pvc Pipe Of 100 Mm Dia Complete Job , Providing And Fixing Of Weep Hole With Pvc Pipe Of 110 Mm Dia Complete Job , Stone Work In Super Structure Upto Floor Five Level In Cement Mortar 1:6 ( 1 Cement :6 Coarse Sand) Including Pointing With Cement Mortar 1:2 ( 1 White Cement: 2 Stone Dust) With An Admixture Of Pigment Matching The Stone Shade And Curing Complete: White Sand Stone , Stone Work Plain Ashlar In Super Structure Upto Floor Five Level In Cement Mortar 1:3 ( 1 Cement :3 Coarse Sand) Including Centering, Shuttering And Pointing With Cement Mortar 1:2 ( 1 White Cement: 2 Stone Dust) With An Admixture Of Pigment Matching The Stone Shade And Curing Complete: Red Sand Stone B White Sand Stone , Plastering With Lime Surkhi Mortar Of 20Mm Thickness Including Preparation Of Mortar, Tamping, Curing, Prepared By Traditional Methods Including Mixing Of Gur, Tamarind Water, Dal Etc. As Per Tradition, The Work Is To Be Done With All Leads And Lifts, Surfaces To Be Plastered Shall Be Thoroughly Cleaned Of All Dust, Grease, Oil Etc. All Surfaces Should Be Kept Damp During The Progress Of Work. The Engineer-In-Charge Will Inspect And Approve All Preparatory Work. Curing To Be Done For 21 Days By Means Of Spraying , Roviding And Applying Lime Kara 1:2 (1 Lime: 2 Zikki Powder) Grinding Mortar With Grinding Mill/Manually On Lime Base, On All Flat Surface In Two Coats. First Coat Applying 3 To 4 M Thick And Curing Properly At Least 7 Days, Second Finishing Coat Done After 7 Days Of Previous Coat As Per Tradtional Practice (Thickness Not More Than 6Mm). , Providing Protective Coating Of Water Repellent Siloxane (Transparent In Color) Through Brush Or Spray Until Complete Impregnation Over Completely Cleaned And Dried Stone Or Plastered Surface To Reduce The Absorption Of Water , Taking Out Existing cement concrete Interlocking Paver Blocks From Footpath/ Central Verge, Including Removal Of Rubbish Etc., Disposal Of Unserviceable Material To The Dumping Ground, For Which Payment Shall Be Made Separately And Stacking Of Serviceable Material Within 50 Meter Lead As Per Direction Of Engineer-In-Charge. , Providing And Fixing Steel (White Powder Coated) Crescent Lock For Upvc Sliding Window/ Door With Necessary Screws Etc. Complete , Providing And Fixing Of Steel Banches , Providing And Fixing Glass Panes With Putty And Glazing Clips In Steel Door/ Windows/ Clerestory Window All Complete With 5.00Mm Thick Glass Panes Complete Job , Providing And Fixing Of Soap Dish , Providing And Fixing Inaugration Plate Including Writing Etc. Complete Job. , Carriage Of Materials By Mechanical Transport Including Loading / Unloading & Stacking Complete Sand For An Avg Distance Of 5 Kms , Carriage Of Materials By Mechanical Transport Including Loading / Unloading & Stacking Complete Stone Aggrigate For An Average Distance Of 7 Kms By Mt. , Carriage Of Materials By Mechanical Transport Including Loading / Unloading & Stacking Complete Brick For An Avg Distance Of 5 Kms , Electrification Items : Supply, Installation, Testing & Commissioning Of 5 Mtr Height Decorative Pole Made Of Galavnised Mild Steel Pipe Duly Polyurethane (Pu) Paint Coated With 1 Mtr. Long Double Arm Designer Bracket Is Made Of Round Tube Conforming To Is 1161. The Pole(Od Of 114.3Mm And Thickness-3.6Mm) With Bracket Is Given Pre-Treatment And Finished With Pu Paint Giving It A Pleasing Appearance And Antique Finish. Pole Shall Be Available To Hot Dip Galvanize The Tube Before Painting. Foundation Bolt Size Shall Be 20X600x4nos. With Base Plate Size 300X300x12mm. A Door Is Provided With Electrical Accessories (Connector, Bakelite Sheet And 6 annual periodical maintenance Single Pole Mcb, Cable Looping Termional For 4X4/6Sqmm Copper Cable). Aluminium Casting In Golden Ring Form At Bottom, Middle, Top Of The Pole. The Pole Will Be Supplied With Brackets And Luminaire Combinations To Suit The Requirement. Branding Name Shall Be Embossed At The Bottom Near Junction/Mcb Box. Sticker Not Allowed In The Form Of Company Branding. Pole Shall Be Supplied With Outdoor Post Top Luminaire Of 45 Watt Ip67 Mounted In Suspension Type Having An Approximate Size Of 460Mm Outer Diameter And 635Mm Height, Housing - Aluminium With Designer Steel Aesthetic Crown, Optical Grade Opal Injection Moulded/Clear Polycarbonate Diffuser And Graphite Grey Uv Resistant Colour,Constant Current Electronic, Driver Provided With High Voltage ,Open & Short Circuit Protection And Ambient Temperature -10C To +40C. Supply 150V- 240V Power Factor 0.95 ,Thd ≤ 20% Internal Surge Protection Of 4Kv With Following Specification Of Light Engine For 45W : 4500Lumens, Cct 3000K ±500 Cct ,Cri 70 And Lumen Maintenance Of L70 At 50000 Hours Ip 65 Connectors,Accessories Etc Complete With All Repects. Design Of Pole Should Be Such That It Should Maintains Proper Illumination On Both Side.(Analysis Attached) , Led Flood Light, Powder Coated Pressure Die Cast Aluminium (System Lumen Efficacy ≥105 120 Lm/Watt). Supplying, Installation, Testing & Commissioning Of Flood Light, Powder Coated Pressure Die Cast Aluminium Body With Built In Or Separate Driver As Per The Requirement With Driver Efficiency 85%, Input Voltage: Input Voltage: 140-270 Volt Ac, Frequency 50/60 Hz, Operating Temp Range -5 0C To 50 0C, Internal Surge Protection Of 5 Kv L,N,E As Per Iec 61000-4-5, Driver Efficiency 85%,Thd 10% As Per Iec 61000-3-2, P. F.≥0.95, Ip-66,Ik-10, Cri 70, Under Voltage And Over Voltage Protection, Emi-Emc As Per Cispr -15, Lenses For Beam Angle 30 Deg-120Deg As Per The Application And The Project Requirement., Suitable Tilt Able Fitting, Life Time (Led, Driver & Electrical Circuitry) Of Minimum 50000 Burning Hours With 70% Of Initial Lumen Maintained Till Life Ends As Per Lm80 Extrapolation Ies Tm-21-11 Report, Cct 3000°K / 4000°K / 5700°K /6500°K (As Per Ansi Bin) , Sdcm(Standard Deviation Color Matching) 5, Maximum Power Consumption Should Not More Than The Specified Rating And Fixture Shall Be Ofrelevant Bis Standard Complete In All Respect I/C External Connections With 1.5 Sq Mm Frls/Hffr, Pvc Insulated Copper Conductor Single Core Cable And Earthing Etc. As Required With Minimum 5 Year Oem Warranty. System Lumen Efficacy ≥105 120 Lm/Watt Output .Lm79 & Lm80 Test Report And All Testing Required For Led Fixtures As Per Bis Shall Be Submitted.. Shape Size And Cct Shall Be As Approved By Engineer-Incharge As Per Requirement. (Thermal Management: Heat Sink Of Aluminium Housing Such That Led Junction Temperature Shall Not Rise Above 90°C). 250 Watt , Led Linear Profile (Ac) Led Rgb/Rgbww/ Rgbnw/Rgba/Rgbw, Linear Profile / Wall Washer Luminaire For Façade Lighting With Aluminium Extruded/ Die Cast Housing With Inbuilt Driver Of Following Wattage. Wattage Per Meter 25W , Supply, Installation, Testing & Commissioning Of 1.1 Grade, 4Cx10 Sqmm Al. Armoured Xlpe Sheathed Cable Including Termination (Along With Lugs) , Providing And Fixing Of Gi Pipe 50 Mm Dia , Feeder Pillar 1 Phase 2 Wire, 415V, 1Nos Of 100 Amps Incoming Sp Mccbs Fitted With Outgoing 04 No 32 Amps Sp Mcbs For Service Connections, Distribution Service Pillar Suitable For Outdoor Installation , Made Out Of Crca Sheet Painted Through 7-Tank Process With Pu Painted Busbars 2P, Aluminium With Heat Shrinkable Sleeves And Adequate Capacities Complete With All Accessories 4 Way Distribution Service Pillar. Support Galvanised Angle Frame And Legs (40Mm X 40 Mm X 3Mm) For Distribution Feeder Pillar With Leg Height 1M With 0.3M In Soil Approx [email protected] Per Mtr, Earthing Complete By Gi Pipe 40 Mm Or Gi Rod 20Mm 2.5 Mtr Long Through Gi Strip.Cement Grouting For Support Angle Legs, Spares @ 3%, Erection Charges @10%, Overheads @ 5% (1.0% T&P 0.5% Storage And Handling , 3% Contingency And Safety Equipments, 0.5% Insurance) And Turnkey Factor @25% With Astronomical Timer. , Earthing With Copper Earth Plate 600Mm * 600Mm * 3 Mm Thick Including Accessories, And Providing Masonry Enclosure With Cover Plate Having Locking Arrangement And Watering Pipe Of 2.7 Meter Long Etc. With Charcoal/Coke And Salt As Required. , Wiring For Light Point/Fans Point/Exhaust Fan Point/ Call Bell Point With 1.5 Sq.Mm Frls/Hffr Pvc Insıslated Copper Conductor Single Core Cable In Surface/ Recessed Medium Class Pvc Conduit, With Modular Switch, Modular Plate, Suitable Gf Box And Earthing The Point With 1.5 Sq.Mm Frls/Hffr Pvc Insulated Copper Conductor Single Core Cable Etc. As Required. Group-A , Add For Vetting Charges Consultency And Contigencies @ 2.5 %
Contract Date: Ref. Documents Contract Value : Ref. Document
Local Bodies No of Bidders 2
Jammu And Kashmir View Result →
27.
Tourism #11266721 AOC
Tender for Civil Works , Clearing Grass And Removal Of Rubbish Upto A Distance Of 50 M Outside The Periphery Of The Area , Earthwork 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 Sq.M On Plan) Including Disposal Of Excavated Earth Lead Upto 50 M And Lift Upto 1.5M Disposed Earth To Be Leveled And Neatly Dressed Including Providing Barricading, Danger Lighting Guarding As Directed In : All Kinds Of Soil , Earthwork In Excavation By Mechanical Means (Hydraulic Excavator) / Manual Means In Foundation Pipeline Trenches Drain (Not Exceeding 1.5 M In Width Or 10 Sq.M. On Plan) Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed Within A Lead Of 50 M. B) All Types Of Ordinary Rock Including All Types Of Laterite Rock, Blasting Prohibited , Refilling The Pipeline/Foundation Trenches Plinth Sides, Foundation Etc. With Available Excavated Earth In Layers Not Exceeding 20 Cm Depth Consolidating Each Layer Ramming And Watering Lead Upto 50 M And All Lifts And Disposal Of Surplus Earth As Directed By Engineer . , Brick Work Using Common Burnt Building Bricks In Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) With Bricks Of Class Designation 40 Kg / Cm2 (Wire Cut Bricks) In Superstructure Upto Floor Five Level. , Rubble Packing With Hard Laterite Stone Under Floors Including Watering Ramming And Consolidating Etc. In Pipeline Trenches And Other Foundations Complete. , Laterite Masonry In Neatly Dressed Stones For 23 Cms Thick Masonry Walls In C.M. 1 : 4 (1 Cement : 4 Coarse Sand In Foundation Upto Plinth Level , Extra For Laterite Masonry In All Sizes In Superstructure From Floor I Level Upto Floor V Level. , Half Brick Masonry Usign Fly Ash Bricks In Cement Mortar 1:3 (1 Cement : 3 Coarse Sand ) With Bricks Of Class Designation 40 Kgs / Cm2. Above Plinth Upto Floor V Level 200 X 95 X 95 , Providing & Laying Cement Concrete 1:2:4 (1 Cement: 2 Coarse Sand: 4 Graded Granitic Or Basaltic Stone Aggregate 20 Mm. Nominal Size) Excluding Cost Of Centering, Shuttering And Finishing In: A) All Work Up To Plinth Level , Providing And Laying In Position Ready Mixed Concrete (Rmc) With Usage Of Ordinary Portland Cement Manufactured In Fully Automatic Batching Plant And Transported To Site Of Work In Transit Mixer For A Lead Upto 10Kms Having Continuous Agitated Mixer, Manufactured As Per Mix Design Of Specified Grade For Reinforced Cement Concrete Work Including Pumping Of R.M.C., From The Transit Mixer To The Site Of Laying, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement Including The Cost Of Admixtures In Recommended Porportions As Per Is : 9103 To Accelerate/Retard Setting Of Concrete, Improve Workability Without Imparing Strength And Durability As Per The Directions Of The Engineerin-Charge. All Works Upto Floor V Level M-30Grade Of Concrete , Providing And Laying Upto Floor Five Level Cement Concrete 1:2:4 (1 Cement: 2 Coarse Sand: 4 Graded Granitic Or Basaltic Stone Aggregate 20 Mm Nominal Size) Including Smooth Finishing To Exposed Surfaces, With Cement Mortar 1:3 (1 Cement: 3 Fine Sand) Including Centering And Shuttering Etc. String Courses, Copings, Bedplates, Anchor Blocks, Plain Window Sills And The Like. , Providing And Laying Upto Floor Five Level Cement Concrete 1:2:4 (1 Cement: 2 Coarse Sand: 4 Graded Granitic Or Basaltic Stone Aggregate 20 Mm Nominal Size) Including Smooth Finishing To Exposed Surfaces, With Cement Mortar 1:3 (1 Cement: 3 Fine Sand) Including Centering And Shuttering Etc. Moulding As In Cornices, Window Sills Etc. Exceeding 15 Cm In Girth. , Centering And Shuttering Including Strutting, Propping, & Removal Of Form For Foundation, Footings, Bases Of Columns , Centering & Shuttering Including Strutting, Propping & Removal Of Forms For : Vertical Surfaces Such As Retaing Walls, Return Walls, Partitions, Walls (Any Thickness) Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets And The Like , Centering And Shuttering Including Strutting, Propping, & Removal Of Form For Columns, Piers, Pillars, Aburments, Posts And Struts (Square Rectangle Polygon In Plan) , Centering And Shuttering Including Strutting, Propping, & Removal Of Form For Sides And Soffits Of Beams, Beam Haunchings, Cantilever, Girders, Bressumers And Lintels Plinth Beams Not Exceeding 1M In Depth , Centering & Shuttering Including Strutting, Propping & Removal Of Forms For : Suspended Floors, Roofs Landings, Shelves & Their Supports , Centering & Shuttering Including Strutting, Propping & Removal Of Forms For Sloping Or Battering Surface (Slabs, Beams, Louvers, Etc) Including Folded Plates Columns, Pillars, Posts & Struts (Circular Or Curved In Plan) , Providing Tmt Steel Reinforcement Bars Of (Sail, Tata. Vizag, Jsw Steel Ltd.) ) (Confirming To Is 1786 Of 1986) For Reinforced Cement Concrete Work (Conforming To I.S. 1786 Of 1986) Including Bending, Binding & Placing In Position In All The Floors Along With The Factory Made Precast Concrete Cover Blocks Of Specified Sizes Whose Compressive Strength Is Not Less Than That Of Surrounding Concrete In The Structural Member. , Steel Work Welded (Sail, Tata. Vizag & Using Electrodes Of Ador Or Es4b Or Deh Secheron Make Only)In Built Up Sections Trusses And Framed Work Including Cutting, Hoisting, Fixing In Position And Applying Priming Coat Of Red Lead Paint. B) In Tees, Angles, Flats And Channels , Steel Work In Built Up Tubular (Round, Square Or Rectangular Hollow Tubes Etc.) (Square Hollow Section (Shs) Is4923 /Rectangular Hollow Section (Rhs) Is4923/ Circular Hollow Section (Chs) Is1161 Closed Structural Steel Of Approved Make (Min Yeild Stress 310 Mpa)) Trusses Etc., Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer, Including Welding And Bolted With Special Shaped Washers Etc. Complete. , Providing And Fixing Stainless Steel (Grade 304) Railing Made Of Hollow Tubes, Channels, Plates Etc.With Hairline Finish, 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, ( For Payment Purpose Only Weight Of Stainless Steel Members Shall Be Considered Excluding Fixing Accessories Such As Nuts, Bolts, Fasteners Etc.). , Providing & Fixing Upvc Door Frame Yashashri Make Or Equivalent Made Out Of Upvc Extruded Multi Cavity Frame Of 60 Mm X 60Mm X 2Mm Wall Thickness. Frame Is Reinforced With G.I. Channel & Welded In Corners With Average Weight 0.80 Kg Per Running Mtr. These Frames Are Tested By Using Bs 2782 & Din 53459 Test Methods. , Providing & Fixing 20 Mm Door Shutter Yashashri Make Or Equivalent, Made By Using 20Mm X 155Mm X 1.2Mm Upvc Multi-Cavity Section And Boarder Of 30Mm X 40Mm X 2.5Mm Upvc Multi Cavity Section. The Corners Are Joined By Inserting Polymetric Corners & Hardware Used For Fixing The Door Shutter Is Stainless Steel Hinges & S. S. Handle & S.S. Tower Bolt. The Average Weight Of 20Mm Door Shutter Is 4.60Kg Per Sq Mtr. These Upvc Sections Are Tested By Using Bs 2782 & Din 53459 Test Methods. , Providing And Fixing Bright Finished Brass Door Latch With Necessary Screws Etc Complete 250 X 16 X 5 Mm , Providing & Fixing Bright Finished Stainless Steel Ss 304 Grade Aldrops With Screws Etc. Complete. 250 X 150Mm. All Works Complete As Per The Drawing, Specification And Direction Of The Engineer-In-Charge-In-Charge , Providing And Fixing Stainless Steel D Type Handles With Necessary Screws Etc Complete A) L 300Mm/325Mm X 22 To 25Mm Dia , Providing And Fixing Chromium Plated Brass Butt Hinges With Necessary Screws Etc. Complete 125 X 70 X 4.0Mm (Ordinary Type) , Providing And Fixing Bright Finished Brass Tower Bolts (Barrel Type) With Screws Etc. Complete 200 X 10 Mm , Providing And Fixing Bright Finished Brass Tower Bolts (Barrel Type) With Screws Etc. Complete 150 X 10 Mm , Providing Frp Door Shutters 35Mm Thick With Frame Size In Clear Opening Of 0.75X2.10M Hinges And Screws Complete., , Providing And Fixing Anodized Aluminum Ventilators (Including Frame And Shutter ) With Three Partitions With 5 Mm Thick Approved Clear Float Glass In One Partition, Exhaust Opening In One Partition & 6 Mm Thk Glass Louvers In One Partition With Using Weight And Size Of Section Not Less Then As Specified Or As Shown In Drawing ,Locking Arrangement,Silicon Sealant ,Epdm Gaskets, Including All Aluminum Fixture And Fittings Etc. Complete . All Gaps Between Civil Work And Aluminium Frames Shall Be Sealed And Made Watertight By Applying Silicone Sealant.Rectangular Tube @0.478Kg/M , Providing And Fixing Of Aluminium Windows With Three Tracks And Three Shutters Sliding Windows With Tubular Frame Sections Powder Coated With Pure Polyster Powder Of Thickness 15-80 Microns With Approved Standard Acessories Such As Ball Bearing Rollers Concealed Lock, 6Mm Plain Clear Glass With Epdm Beading Etc. , Providing And And Laying Antiskid Floor Tiles 12 X 12 Upto 16 X 16 In Of Johnson, Somany, Kajaria (Thickness To Be Specified By The Manufacturer) Of 1St Quality Conforming To Is:15622 Of Approved Make In Shades As Specified Laid On 20 Mm Thick Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) Including Pointing The Joints With White Cement And Matching Pigment Etc., Complete A) Dark Shades , Providing And Fixing 1St Quality Ceramic Glazed Wall Tiles (Johnson, Somany, Kajaria )Conforming To Is:15622 (Thickness To Be Specified By The Manufacture Of Approved Make In All Colours, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineer-In-Charge In Skirting, Risers Of Steps And Dados Over 12 Mm Thick Bed Of Cement Mortar 1:3 (1 Cement : 3 Coarse Sand ) And Jointing With Grey Cement Slurry @3.3Kg Per Sq.M Including Pointing In White Cement Mixed With Pigment Of Matching Shade Complete. Wall Ceramic Glazed Tiles : 300 X 600 , Providing And Laying Factory Made Shot Blasted Cement Concrete Interlocking Paver Block Of Minimum M35/M40 Grade Made By Heavy Duty Block Making Machine With Strong Vibratory Compaction And Of Aprpoved Size And Design / Shape Laid In 50 Mm Thick Compacted Bed Of Coarse Sand, Filling The Joints With Coarse Sand, Etc. All Complete As Per The Direction Of Engineer.- In I, Wave, Rectangular, Square Etc. Shapes. The Products Should Comply To Is 15658:2006 And Manfucatured By Iso9001: 2008 Certified Plant. The Shot Blasting Should Be Done Using 0.4-0.5Mm Dia Steel Shots With A Speed Of 3200 Rpm. C) 80 Mm Thick In All Colours Except Grey (M40 Grade) , Providing And Laying Factory Made Shot Blasted Cement Concrete Interlocking Paver Block Of Minimum M35/M40 Grade Made By Heavy Duty Block Making Machine With Strong Vibratory Compaction And Of Aprpoved Size And Design / Shape Laid In 50 Mm Thick Compacted Bed Of Coarse Sand, Filling The Joints With Coarse Sand, Etc. All Complete As Per The Direction Of Engineer.- In I, Wave, Rectangular, Square Etc. Shapes. The Products Should Comply To Is 15658:2006 And Manfucatured By Iso9001: 2008 Certified Plant. The Shot Blasting Should Be Done Using 0.4-0.5Mm Dia Steel Shots With A Speed Of 3200 Rpm.D) 80 Mm Thick In Grey Colour (M40 Grade) , Providing And Laying Factory Made Shot Blasted Cement Concrete Interlocking Paver Block Of Minimum M35/M40 Grade Made By Heavy Duty Block Making Machine With Strong Vibratory Compaction And Of Aprpoved Size And Design / Shape Laid In 50 Mm Thick Compacted Bed Of Coarse Sand, Filling The Joints With Coarse Sand, Etc. All Complete As Per The Direction Of Engineer.- In I, Wave, Rectangular, Square Etc. Shapes. The Products Should Comply To Is 15658:2006 And Manfucatured By Iso9001: 2008 Certified Plant. The Shot Blasting Should Be Done Using 0.4-0.5Mm Dia Steel Shots With A Speed Of 3200 Rpm. 60 Mm Thick In All Colours Except Grey (M35 Grade) , Providing And Laying Factory Made Shot Blasted Cement Concrete Interlocking Paver Block Of Minimum M35/M40 Grade Made By Heavy Duty Block Making Machine With Strong Vibratory Compaction And Of Aprpoved Size And Design / Shape Laid In 50 Mm Thick Compacted Bed Of Coarse Sand, Filling The Joints With Coarse Sand, Etc. All Complete As Per The Direction Of Engineer.- In I, Wave, Rectangular, Square Etc. Shapes. The Products Should Comply To Is 15658:2006 And Manfucatured By Iso9001: 2008 Certified Plant. The Shot Blasting Should Be Done Using 0.4-0.5Mm Dia Steel Shots With A Speed Of 3200 Rpm. 60 Mm Thick In Grey Colour (M35 Grade) , Providing And Fixing 18 Mm Thick Gang Saw Cut, Mirror Polished, Premoulded And Prepolished, Machine Cut For Kitchen Platforms, Vanity Counters, Window Sills, Facias And Similar Locations Of Required Size, Approved Shade, Colour And Texture Laid Over 20 Mm Thick Base Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), Joints Treated With White Cement, Mixed With Matching Pigment, Epoxy Touch Ups, Including Rubbing, Curing, Moulding And Polishing To Edges To Give High Gloss Finish Etc. Complete At All Levels. Granite Of Any Colour And Shade, Area Of Slab Over 0.50 Sqm A) Jet Black , Providing 25 Mm Thick Cuddapah Slabs Machine Cut And Polished On Either Side In Partitions Including Making Necessary Grooves In The Wall And Fixing With Cement Mortar, Complete As Directed By The Engineer-In-Charge , Extra For Providing Opening Of Required Size & Shape For Wash Basin/ Kitchen Sink In Kitchen Platform, Vanity Counter And Similar Location In Marble/Granite/Cuddapah Stone Work, Including Necessary Holes For Pillar Taps Etc. Including Moulding, Rubbing And Polishing Of Cut Edges Etc. Complete. , Kotah Stone Slab Flooring Over 20 Mm (Average) Thick Base Laid Over & Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab Including Rubbing & Complete With Base Of Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) 20 Mm Thick. , Providing And Laying Flamed Finish Granite Stone Flooring In Required Design And Patterns, In Linear As Well As Curvilinear Portions Of The Building All Complete As Per The Architectural Drawings With 18 Mm Thick Stone Slab Over 20 Mm (Average) Thick Base Of Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) Laid And Jointed With Cement Slurry And Pointing With White Cement Slurry Admixed With Pigment Of Matching Shade Including Rubbing, Curing And Polishing Etc. All Complete As Specified And As Directed By The Engineer : Flamed Finish Granite Stone Slab. Jet Black , Marble Stone Flooring With 18 Mm Thick Marble Stone (Sample Of Marble Shall Be Approved By Engineer-In-Charge) Over 20Mm (Average) Thick Base Of Cement Mortar 1:4 (1 Cement:4 Coarse ) Using : , Providing & Fixing 18 Mm Thk Flame Finish Granite Tread Tiles In Single Piece In Approved Make And Colour With Rounded Off Nosing, Antiskid Groove Laid On 20 Mm (Average) Thick Bed Of Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) With Neat Cement Slurry Including Pointing With Pigmented Cement Slurry To Match The Shade Of Slab, Cleaning Etc. Complete. , Marble Tiles In Risers Of Steps, Skirtings, Dado, Walls And Pillars Laid On 12 Mm (Average) Thick Base Of Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) And Jointed With Grey Cement Slurry Including Rubbing And Polishing Complete With Kotah Stone Slab Flooring Over 20 Mm (Average Thick Base Of Lime Mortar 1:1:1 (1 Lime Putty : 1 Surkhi : 1 Coarse Sand) Laid Marble Tiles In Risers Of Steps, Skirtings, Dado, Walls And Pillars Laid On 12 Mm (Average) Thick Base Of Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) And Jointed With Grey Cement Slurry Including Rubbing And Polishing Complete With Kotah Stone Slab Flooring Over 20 Mm (Average Thick Base Of Lime Mortar 1:1:1 (1 Lime Putty : 1 Surkhi : 1 Coarse Sand) Laid Plain White Makrana Marble Slab 25 Mm Thick , Providing And Fixing Waterproofing Treatment To Sanitary Blocks Consisting Of Layers Of Laterite Stone Coba Of 75 Mm Thick In Cement Mortar 1:2 Sand Witched Between Two Layers Of Cement Mortar 1:4 (20 Mm Thick ) Mixed With Water Proofing Compound, Top Finishing Coat Of Cement Slurry 6 To 12 Mm Thick With Water Proofing Compound Etc. Complete With 32 Mm Dia Pvc Pressure Relief Pipe Of Adequate Length Including Waterproofing Treatment To 750 Mm Height (Maximum) Of Side Wall, And Bottom Surface In Cement Mortar 1:4 With Waterproofing Compound And Covering 10 Years Guarantee On Court Fee Stamp Of Rs. 100 With Ponding Test Including All Lead, Lift Etc. Complete As Directed By Engineer. , Providing & Fixing In Position Double Skin Roof With Zincalume/ Galvalume Colour Coated & Bare Profile Sheet With Subtle Square Fluting Factory Cut At All Heights For Roof, Side & Gable Cladding Complete In All Respect. Top Sheet-The End Rib Shall Be Designed For Anti-Capillary Action. The Feed Material Should Be Manufactured Out Of Nominal 0.45 Mm Base Metal Thickness (Bmt), Hi-Strength Steel With Min. 550 Mpa Yield Strength, Metallic Hot Dip Coated With Aluminium-Zinc Alloy (55% Aluminium, 43.5% Zinc &1.5% Si) As Per As 1397 - Zincalume Az150 (Min. 150 Gms/Sq.Mt Total On Both Sides) With Quality Paint Coat As Per As/Nzs 2728 Type 3-4. The Paint Shall Have A Total Coating Thickness Of Nominal 35 Μm, Comprising Of Nominal 20 Μm Exterior Smp Coat On Top Surface And Nominal 5 Μm Reverse Backer Coat On Back Surface Over Nominal 5 Μm Primer Coat On Both Surfaces Of Approved Colour Shade. Total Coated Thickness (Tct) Should Be 0.50Mm. Total Painted Thickness (Tpt) Should Be In Addition To 0.50Mm. The Steel Sheet Shall Be Fastened With Nominal 40 Μm Zinc Coated Or Nominal 25 Μm Zinc-Tin Alloy Coated, Hex Head, Self-Drilling Screw As Per As 3566-2002 Class 3 Fasteners Of Approved Make With Epdm Washer As Per The Requirement Considering The Profile Shape And Design Load. The Fastener Size Shall Be Calculated As Per The Design Or Manufacturers Recommendations. The Profile Sheet, Fastener Size Etc. Shall Be Approved By The Engineer. The Sheeting Should Be With Minimum 200Mm Lap & Waterproof With Silicon Sealant Non-Hardening Neutral Cure Type Shall Be Applied At All End Laps, Complete As Directed Z-Sub Girt - Roll Formed Section 50X50x50x1.50 Tct, 120Gsm Galvanised, High Strength (345 Mpa), Approximate Wt. 1.85 Kg/R.M. Fixed With Self Tapping Screws Glass Wool Insulation With Fsk Facing 50Mm With 24 Kg/M3 Density In Between 2 Sheets. Liner Sheet-Bare Galvalume/Zincalume Roofing Sheet Of Same Profile As Top Sheet. The Feed Material Is Of Manufactured Out Of Nominal 0.45 Mm Base Metal Thickness (Bmt) (0.47 Mm Tct), Hi-Strength Steel With Min. 550 Mpa Yield Strength, Metallic Hot Dip Coated With Aluminium-Zinc Alloy (55% Aluminium, 45% Zinc) As Per As 1397 - Zincalume Az150 (Min. 150 Gms/Sq.Mt Total On Both Sides), Passivated & Resin Coated. The Feed Material Should Have Coil ManufacturerS Product Details Marked At Regular Interval For Confirming Genuinity Of The Material. Complete As Per The Directions Of The Engineer. The Steel Manufacturers Test Certificate For The Chemical & Mechanical Properties Of Steel Must Be Submitted For Approval Prior To Installation. , Add For Providing & Fixing Flashings -[Corners, Ridges, Valleys, Gable End & Trims] (Girth Upto 610Mm) Including All The Accessories Complete As Per The Directions Of The Engineer In Charge. , Providing And Fixing Prince Or Equivalent Make Pvc Swr Half Round Eaves Gutter With Bolts, Nuts And Flat Iron Brackets 40 X 3 Mm Size Complete. 140 Mm Nominal Size , Extra For Providing Flat Iron Bracket 50 X 3 Mm Size Instead Of 40 X 3 Mm Size With Necessary Bolts Nuts, Washers Etc. For Fixing A.C. Gutters To Purlins. , Extra For Providing And Fixing Prince Or Equivalent Make Pvc Swr Short Stop Ends For Socketed Half Round Eaves Gutters. 140 Mm Nominal Size , Providing Water Proofing Treatment Over The New Reinforced Cement Concrete Roofs Terrace Toilet By Spreading Cement Slurry Over The Reinforced Cement Concrete Slab And Laying Of 10Cms. Average Laterite Stone Ballast Coba With The Necessary Gradient For Easy Flow Of Rain Water And The Coba In Covered With Damp Proof Of Hindustan Water Proofing Co. Or Equivalent Jointless Water Proofing Plaster Of Mix 1:3 ( 1 Cement : 3 Find Sand), Finished Smooth With Wooden Trowel With False Marking Of 30 Cms Square. The Vertical Surface Of The Adjoining Walls Are To Be Treated Upto A Height Of 30Cms Including Rounding Of Junction (The Rate Includes For Complete Items Including Labour And Materials And Including Cost Of Initial Treatment Of Roof Slab As Follows. The Injunction Of Damp Proof Or Equivalent Compound With Cement Solution Will Be Given As And When Found Necessary For Filling Honey Comb, Cracks Etc. In The Reinforced Cement Concrete Slabs). Note: Cement Consumption 25 Kg/Sq.M. , 12Mm Cement Plaster 1:4 (1 Cement : 4 Fine Sand) , 6Mm Cement Plaster To Ceiling 1: 3 (1 Cement : 3 Fine Sand) , 18Mm Cement Plaster In Two Coats Under Layer 12Mm Thick Cement Plaster 1:5 ( 1 Cement : 5 Coarse Sand) And Top Layer 6Mm Thick With Cement Plaster 1: 3 (1 Cement : 3 Coarse Sand) Finished With Sponge. , Extra For Providing And Mixing Water Proofing Material Proportion Recommended By The Manufacturers. (A)12Mm Cement Plaster 1: 3 (1 Cement : 3 Sand) , Forming & Finishing The 20 Mm Groove In Plastered Surface & Repair The Edges As Per Specifications And Directions Of The Engineer In Charge. , Painting Three Or More Coats With Acryllic Exterior Paint Of Approved Brand And Manufacture (Such As Weather Shield,Apex) Including Applying One Coat Of Cement Primer And One Coat Of Surface Treatment Etc. Complete. , Wall Painting (Two Or More Coats) With Plastic Emulsion Paint Of Approved Brand And Manufacture On New Work To Give An Even Shade. , Painting (Two Or More Coats) With Synthetic Enamel Paint Of Approved Brand And Manufacture In All Shade Or New Work Over And Under Coat Of Suitable Shade With Ordinary Paint Of Approved Brand And Manufacture To Give An Even Shade , Providing And Applying White Cement Based Putty Of Average Thickness 1.00Mm Of Approved Brand And Manufacturer, Over The Plastered Wall Surface To Prepare The Surface Even And Smooth Complete. , Demolishing Reinforced Cement Concrete Work Including Stacking Of Steel Bars & Disposal Of Unserviceable Within 50 Mts. Lead. , Demolishing Laterite Stone Masonry In Cement Mortar Including Stacking Of Serviceable Material & Disposal Of Unserviceable Material Within 50 Mts. Lead. , Dismantling Steelwork In Built Up Sections In Angles, Tees, Flats And Channels Including All Gusset Plates Bolts, Nuts, Cutting Dismembering And Staking Within 50 Mts. Lead , Dismantling G.I. Sheets Roofing Including Ridges, Hips Valleys And Gutters Etc. And Stacking The Material Within 50 Meters Lead. , Dismantling Asbestos Sheet Roofing Including Ridges, Hips Valley And Gutters And Stacking The Material Within 50 Meters Lead. , Dismantling Tiled Roofing (Mangalore Or Pot Or Country Tiles) With Battens Etc. Complete Including Stacking Of Serviceable Material & Disposal Of Unserviceable Material Within 50 Mts. Lead. , Taking Out Existing cement concrete Interlocking Paver Blocks From Footpath/ Central Verge, Including Removal Of Rubbish Etc., Disposal Of Unserviceable Material To The Dumping Ground, For Which Payment Shall Be Made Separately And Stacking Of Serviceable Material Within 50 Metre Lead As Per Direction Of Engineer-In-Charge. , Carting Away Unwanted Excavated Material Such As Soil, Lime, Moorum, Building Rubbish, Laterite Stone, Excavated Earth, Ordinary Rock Etc. From Site Lead Of 5 Km Including All Loading & Unloading Charges ( A ) ( By Mechnaical Automative Transport ) Contractor Should Arrange Land For Dispose Up These Material At His Own Cost Lead Upto 5 Km. , Supplying And Fixing Pre-Cast Cement Concrete Kerb-Stones(Factory Made,The Factory Should Be Iso Certified And Registered Under Dirctorate Of Industries, Govt. Of India) Of M-20 With 20 Mm Nominal Size Granitic/Basaltic Aggregate Properly Consolidated By Mechanical Plat-Form And Vibrators With Smooth Finish Including Fixing At Site Complete As Per Specification. , Supply, Fabrication And Installing In Position Ms Gates Of Required Width And Height Of Including Wicket Gate And Rolling Gate(If Necessary) Of Approved Size Made Of Channels Joists, Angles, Plates, Pipes And Ms Sheets Including Stiffeners, Bracing, Fabricated Hinges, Ms Aldrops Locking Arrangement, Tempered Steel Pivots, Guide Track Of Ms Tee, Ball Bearing Arrangement, Casters Wheels Etc. All Complete As Per Drawing, Specification And As Directed By Engineering In Charge All Complete. The Main Entrance Gate Shall Be Fabricated Out Of Mild Steel Sections Completed With Applying A Priming Coat Of Approved Steel Primer And Two Coats Of Synthetic Enamel Painting. The Structural Steel Works For Gates Shall Include Supply, Fabrication, Transportation, Erection Of Structural Steel Gates Complete With Placing In Position Embedded Parts In Concrete / Brickwork And In Road Surface Including Cutting, Grinding, Drilling Of Holes, Welding And Painting Etc Complete , Constructing Soak Pit 1.20M X 1.20M X1.20M Filled With Laterite Stone Aggregate 125 To 180 Mm Including S.W. Drain Pipe 100 Mm Diameter And 1.2M. Long Complete As Per Standard Design. : , Providing And Fixing Weepholes With Rigid Pvc Make Laid In Position With A Required Slope And Level While Layingpipes Of Approved The Concrete Of Retaining Wall,Wing Wall And Earth Retainig Structure Complete As Directed By The Engineer In Charge A) 110 Mm Dia , Supplying And Fixing Of Precast Reinforced Cement Concrete Slabs(Factory Made,The Factory Should Be Iso Certified And Registered Under Dirctorate Of Industries, Govt. Of India) At Site In Concrete Grade Of M-25 With 20 Mm Nominal Size Granitic Or Basaltic Aggregate, Consolidated By Means Of Mechanical Platform, Vibration Etc. With Lifting Hooks Of M.S. 10Mm Bars And Pvc Cups Including Cost Of Reincforcement, Certificate From Manufacturer Shall Be Produced Indicating Grade Of Concret And Minimum Content Of Steel In The Product Along With 5 Year Free Replacement Warranty In Case Of Breakage Complete And As Directed By Engineer -In -Charge. Size 900 X 400 X 100 Mm With Steel Reinforcement Not Less Than 5.0 Kgs Per Unit -12 T Capacity , Providing & Fixing Of Reinforced Cement Concrete Gril Of Size 1.00 M X 0.6 M Ht Placed And Fixed On Coping Band For Compound Wall As Per Detailed Drawing Etc Complete , Construction Of Deepstambh Of Reinforced Cement Concrete Pillar With Exposed Laterite Masonary Of Octagonal Shape (1500Mm Length Of Each Side And Total Height Of 5500Mm) With Openings For Placing Diya Lamps And Foundation Platform Of Size (1800Mm Length Of Each Side And Height Of 1500Mm) Including Molding,Etc. As Per The Detail Drawings And As Directed By Engineer In Charge. , Providing And Applying Decorative Plastering For Temple At Base Sorrounding(Paduka, Padma And Kumuda For Plinth), Using 1:4 Morter Mixture With Bricks Chips,Featuring A Maximum 450 Mm Height And Including Custom Moulding Work As Details In Approved Drawings And Direction By Engineer Etc Complete. , Providing And Applying Decorative Plastering For Piller At The Corner (Ht 4.50 Mt), Using 1:4 Mortar Mixture With Brick Chips, Featuring A 150Mm Offset, And Including Custom Moulding Work As Details In Approved Drawings And Direction By The Engineer. (The Job Involves Applying A Decorative Finish Over The Underlying Structure, Incorporating Special Decorative Features Etc Complete. , Providing And Applying Decorative Plastering For Temple At Base Sorrounding(Adhopadma For Plinth), Using 1:4 Morter Mixture With Bricks Chips,Featuring A Maximum 450 Mm Height And Including Custom Moulding Work As Details In Approved Drawings And Direction By Engineer Etc Complete. , Providing And Applying Decorative Plastering For Temple (Cornice Above Adhopadma ), Using 1:4 Morter Mixture With Bricks Chips,Featuring A Maximum 900Mm Height, Including Custom Moulding Work As Details In Approved Drawings And Direction By Engineer Etc Complete (Including Labours, Materials And Scaffolding Etc) , Providing And Applying Decorative Plastering For Temple (Big Mantap ), Using 1:4 Morter Mixture With Bricks Chips,Featuring A Max 2100Mm Height, 750Mm Width, Including Custom Moulding Work As Details In Approved Drawings And Direction By Engineer Etc Complete (Including Labours, Materials And Scaffolding Etc) , Providing And Applying Decorative Plastering For Temple (Small Mantap ), Using 1:4 Morter Mixture With Bricks Chips,Featuring A Max 1500Mm Height ,750Mm Width, Including Custom Moulding Work As Details In Approved Drawings And Direction By Engineer Etc Complete (Including Labours, Materials And Scaffolding Etc) , Providing And Applying Decorative Plastering For Temple (Karnakuta ), Using 1:4 Morter Mixture With Bricks Chips, Featuring A 60Mm Height, 750Mm Width Including Custom Moulding Work As Details In Approved Drawings And Direction By Engineer Etc Complete (Including Labours, Materials And Scaffolding Etc) , Providing And Applying Decorative Plastering For Temple (Yalli ), Using 1:4 Morter Mixture With Bricks Chips,Featuring A Max 300Mm Height, Including Custom Moulding Work As Details In Approved Drawings And Direction By Engineer Etc Complete (Including Labours, Materials And Scaffolding Etc) , Providing And Applying Decorative Plastering For Temple (Small Statue ), Using 1:4 Morter Mixture With Bricks Chips,Featuring A Max 750Mm Height, ( Maximum 4 Hands & 4 Ayaudhas ) Including Custom Moulding Work As Details In Approved Drawings And Direction By Engineer Etc Complete (Including Labours, Materials And Scaffolding Etc) , Providing And Applying Decorative Plastering For Temple (Big Statue ), Using 1:4 Morter Mixture With Bricks Chips,Featuring A Max 1200Mm Height,( Maximum 4 Hands & 4 Ayaudhas ) Including Custom Moulding Work As Details In Approved Drawings And Direction By Engineer Etc Complete (Including Labours, Materials And Scaffolding Etc) , Providing And Applying Decorative Plastering For Temple Small Stupi ( Bagil Paik ), Using 1:4 Morter Mixture With Bricks Chips,Featuring A Max 2400Mm X 2400Mm X 1800Mm Height, Including Custom Moulding Work As Details In Approved Drawings And Direction By Engineer Etc Complete (Including Labours, Materials And Scaffolding Etc) , Providing And Applying Decorative Plastering For Flowers At The Ceiling With Dia. 1.20Mt, Using 1:4 Mortar Mixture With Brick Chips, Featuring A 60Mm Offset, And Including Custom Moulding Work As Details In Approved Drawings And Direction By The Engineer. (The Job Involves Applying A Decorative Finish Over The Underlying Structure, Incorporating Special Decorative Features Etc Complete. , Plumbing Works , Proving And Fixing White Vitreous China Wall Hung Type (European Type) Water Closet With Seat And Lid With C.I. Brass Hinges And Rubber Fittings With Flush Valve Nelson/ Similar Fully Chromium Plated With Stop Cock, Wall Flanges, Flush Pipe Or Elbow And Vaccum Breaker Coupling Etc. Including Chair Bracket/Rag Bolts, Cutting & Making Good The Walls And Floors Where Required And Concealed Seat Support - W.C. Pan With White Plastic Seat And Lid , Providing And Fixing Hand Shower (Health Faucet) With 8Mm Dia, Abs/Brass Body With Double Lock 1.00M Long Flexible Tube (Brass Plated Stainless Steel Flexible Hose) And Wall Hook Of Approved Quality Confirming To Is Standards. (All Ewc Including Handicap Toilets) , Providing And Fixing Nickel Chrome Plated Copper Alloy Fancy Two Way Bib Cock With Single Knob And Wall Flange Conforming To Is 8931:1993 15Mm Nominal Bore , Proving And Fixing White Vitreous China Water Closet Squatting Pan (Indian Type W.C. Pan) Size 580 Mm With 100 Mm Sand Cast Iron P. Or S Trap 10 Litres High Level P.V.C. Flushing Cister (Of Approved Make) With Fittings, Rack Bolts 32 Mm Diameter P.V.C Telescopic Flush Pipe With Fit Tings And Clamps 25Mm P.V.C. Over Flow Pipe With Specials & Mosquito Proof Coupling Of Approved Municipal Design And Nylon Pull Complete Cutting And Making Good The Walls And Floors Where Required Long Pan Pattern W. C. Pan , Providing And Fixing Nickel Chrome Plated Copper Alloy Fancy Long Body Bib Cock With Wall Flange Jaquar Make Or Equivalent. Confirming To Is 8931;1993 For Orissa Pan. 15Mm Nominal Bore , Providing And Fixing White Vitreous China Flat Back Large Lipped Front Urinal Basin Of 590X375x390mm Size With Urinal Valve Auto Closing System With Built In Control Cock & Wall Flange With Fittings, Spreader, R.S. Or C.I. Brackets, Standard Size C.P. Brassl Flush Pipe And Spreaders With C. P. Brass Unions & C. P. Brass Clamps With Waste Fitting As Per Is 2556, Pvc Trap With Outlet Grating And Other Couplings In Cp Brass Complete, Including Painting, Fittings, Cutting And Making Good The Walls And Floors Where Required. - Range Of One Urinal Basin , Providing And Fixing Vitreous China Wash Basin With Rs Or C.I. Brackets Painted White, 15 Mm C.P. Brass Pillar Taps C.P. Brass Chain With Rubber Plug 32 Mm C.P. Brass Waste Of Pattern, 32 Mm Diameter M.I. Or C.P. Brass Trap And Union Complete, Flat Back Wash Basin Size 550 X 400Mm With A Single 15 Mm C.P. Brass Pillar Taps. , Providing And Fixing Nickel Chrome Plated Copper Alloy Fancy Bottle Trap Economy Type 32Mm Jaquar Make Or Equivalent. Confirming To Is 8931;1993 , Providing & Fixing Liquid Soap Container With C. P. Brass Lid And Brackets Fixed To Wooden Cleats With C. P. Brass Screws Plastic Container , Providing And Fixing Nahani Trap Of Rigid Pvc (Approved Make) For S.W.R. Pipes Including Lubricating Etc. Complete, Without Door : 110Mm , Providing And Fixing Nahani Trap Of Rigid Pvc (Approved Make) For S.W.R. Pipes Including Lubricating Etc. Complete, Without Door : 75Mm , Providing And Fixing Rigid Pvc S.W. R. (Soil, Waste And Rain Water Drainage Pipes Of Approved Make Including Lubricant Etc. Complete (Single/Double) Socket-Ed : 110Mm Dia , Providing And Fixing Rigid Pvc S.W. R. (Soil, Waste And Rain Water Drainage Pipes Of Approved Make Including Lubricant Etc. Complete (Single/Double) Socket-Ed : 75Mm Dia , Providing And Fixing Rigid Pvc Bend Of Required Degree (Of Approved Make) For S.W.R. Drainage Pipes Of Approved Including Lubricating. 110Mm , Providing And Fixing Rigid Pvc Bend Of Required Degree (Of Approved Make) For S.W.R. Drainage Pipes Of Approved Including Lubricating. 75Mm , Providing And Fixing Rigid Pvc Bend (Approved Make ) For S.W.R. Pipes Including Lubricating Etc Complete Bend With Door : 110Mm , Providing And Fixing Rigid Pvc Bend (Approved Make ) For S.W.R. Pipes Including Lubricating Etc Complete Bend With Door : 75 Mm , Providing And Fixing Single Tee Of Rigid Pvc (Approved Make ) For S.W.R. Pipes Including Lubricating Etc Complete, With Door : 110Mm , Providing And Fixing Single Tee Of Rigid Pvc (Approved Make ) For S.W.R. Pipes Including Lubricating Etc Complete, With Door : 75 Mm , Providing And Fixing R.P.V.C. Vent Cowl: 110Mm , Constructing Brick Masonry Manhole Or Inspection Chamber With Second Class Bricks In Cement Mortar 1:5 (1 Cement :5 Fine Sand) Reinforced Cement Concrete Top Slab With 1:2:4 Mix (1 Cement: 2 Coarse Sand ;4 Graded Stone Aggregate 20Mm Nominal Size Foundation Concrete 1:2:4 Mix (1 Cement ;2 Coarse Sand :4 Graded Stone Agrregate 40Mm Nominal Size) Inside Plastering 12 Mm Thick With Cement Mortar 1:3 (1 Cement :3 Coarse Sand) Finished With A Floating Coat Of Neat Cemetn And Making Channels In Cement Concrete 1:2:4 Mix (1 Cement :2 Coarse Sand :4 Graded Stone Aggregate 20 Mm Nominal Size) Neatly Finished Complete As Per Standard Design. Inside Size 90 X80 Cm And 45 Cm Deep Including C.I. Cover With Frame (Light Duty) 455 X610mm Internal Dimensions Total Weight Of Cover Ad Frame To Be Not Less Than 38 Kg. (Weight Of Cover 23 Kg. ) , Providing And Fixing Square Mouth S.W. Gully Trap Grade A Complete With C.I. Grating Brick Masonry Chamber And Water Tight C.I. Cover With Frame Of 300 X 300 Mm Size (Inside The Weight Of The Cover To Be Not Less Than 4.53 Kg.) And Frame To Be Not Less Than 2.72 Kg As Per Standard Design:. 150 X 100 Mm Size P Or S Type , Providing And Fixing Astm Upvc Pipe, Conforming To Astm 2467 With Iso 14001, Including All Upvc Plain & Brass Threaded Fittings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fittings With One Step Upvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Engineer. Internal Work - Exposed On Wall. Sch-40(Blue)/(White) 25Mm Outer Dia. , Providing And Fixing Astm Upvc Pipe, Conforming To Astm 2467 With Iso 14001, Including All Upvc Plain & Brass Threaded Fittings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fittings With One Step Upvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Engineer. Internal Work - Exposed On Wall. Sch-40(Blue)/(White) 32Mm Outer Dia. , Providing And Fixing Astm Upvc Pipe, Conforming To Astm 2467 With Iso 14001, Including All Upvc Plain & Brass Threaded Fittings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fittings With One Step Upvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Engineer. Internal Work - Exposed On Wall. Sch-40(Blue)/(White) 50Mm Outer Dia , Providing And Fixing Astm Upvc Pipe, Conforming To Astm 2467 With Iso 14001, Including All Upvc Plain & Brass Threaded Fittings, Including Jointing Of Pipes & Fittings With One Step Upvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineer. External Work.Sch-40(Blue)/(White) 25Mm Outer Dia. , Providing And Fixing Astm Upvc Pipe, Conforming To Astm 2467 With Iso 14001, Including All Upvc Plain & Brass Threaded Fittings, Including Jointing Of Pipes & Fittings With One Step Upvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineer. External Work.Sch-40(Blue)/(White) 50Mm Outer Dia , Providing And Fixing Non-Return Valve Of Approved Quality : 40 Mm Nominal Bore , Providing And Fixing Ball Valve ( Brass ) Of Approved Quality Low Pressure With Copper Floats 25 Mm Nominal Bore , Providing And Fixing Brass Full Way Valve (Heavy) Duty With Wheel Of Approved Quality : 20 Mm Nominal Bore , Providing And Fixing Brass Full Way Valve (Heavy) Duty With Wheel Of Approved Quality : 25Mm Outer Dia. , Providing And Fixing Chlorinated Ployvinyl Chloride (Cpvc) Pipes Confirming To Is:15778, Having Thermal Stability For Hot And Cold Water Supply Including All Cpvc Plain And Brass Threaded Fittings Including Fixing The Pipes With Clamps At 1 Mt. Spacing. This Includes Jointing Of Pipes And Fittings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of The Engineer-In-Charge. Concealed Work (Medium Duty Sdr 13.5 Pipe) Including Cutting Chases And Making Good The Walls Etc 15 Mm , Providing And Fixing Chlorinated Ployvinyl Chloride (Cpvc) Pipes Confirming To Is:15778, Having Thermal Stability For Hot And Cold Water Supply Including All Cpvc Plain And Brass Threaded Fittings Including Fixing The Pipes With Clamps At 1 Mt. Spacing. This Includes Jointing Of Pipes And Fittings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of The Engineer-In-Charge. Concealed Work (Medium Duty Sdr 13.5 Pipe) Including Cutting Chases And Making Good The Walls Etc 20 Mm , Providing And Fixing Chlorinated Ployvinyl Chloride (Cpvc) Pipes Confirming To Is:15778, Having Thermal Stability For Hot And Cold Water Supply Including All Cpvc Plain And Brass Threaded Fittings Including Fixing The Pipes With Clamps At 1 Mt. Spacing. This Includes Jointing Of Pipes And Fittings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of The Engineer-In-Charge. Concealed Work (Medium Duty Sdr 13.5 Pipe) Including Cutting Chases And Making Good The Walls Etc25 Mm , Providing At Store Or Site Work Non-Pressure Reinforced Cement Concrete Pipes Of With Collar Joints Conforming To Is:458-2003 Revised As Per Amendment No.11 , Including Freight, Carting, Loading, Unloading, Stacking Etc. Complete 150 Mm , Conveying Carefully From Stack At Site, 250M From Both Sides Rolling And Lowering Into Trenches, Laying And Jointing True To Line And Level, Reinforced Cement Concrete Spun Pressure And Non Pressure Pipes Of Various Classes, Specials Including Collar And Perfect Linking Of Joint With Jack To Correct Position Including Cost Of Jointing Material In Cement Mortar 1:2, Necessary Hydraulic Testing, Curing Of Cement Mortar Etc. Complete. 150 Mm , Providing And Fixing Angular Stop Cock With Wall Flangue - Jaquar Make. Florentine (Flr-5053N) 15Mm Of Approved Quality. , Providing And Placing On Terrace Roof Of Floor Two (1St Flor Roof Single Piece Rotational Moulded Polythene Water Storage Tank Having I S I Mark And Conforming To I S 12701; 1996 1000 Lit. Capacity , Supply Of Inferential, Dry Dial, Type Domestic Water Meter,Suitable For Horizontal Installation, Duly, Sealed Against Tampering With Couplings At Both Ends Having Pulse Output Facility Compatable For Automatic Reading System ,Conforming To Is:779-1974 And Iso 4064-2005 Standards And Bearing Eec/Mid/Oiml Mark, (With Latest Amendments)Along With Test Certificate From Fcri/Nabl As Desired By The Department.25 Mm , Fixing Water Meter & Stop Cock In G. I. Pipe Line Including Cutting & Treading The Pipe And Making Long Screw Etc. Complete (Cost Of Water Meter And Stop Cock To Be Paid Separately) , Providing And Fixing Brass Bib Cock (Heavy) Of Approved Quality : 15 Mm Nominal Bore , Providing And Fixing Stainless Steel A Isi 304 (18/8) Kitchen Sink As Per Is 13983 Including Cutting Of Stone And Making Good The Walls Wherever Required. Kitchen Sink Without Drain Board. With Coupling & All Accessories Complete With Choke Stop Strainer, Plain Type Having Flat Borders For Correct Sandwithing Between The Plaform Top And Bottom Slabs Complete. Overall Size 610Mmx510mm (24X20) Bowl Size 545Mmx445mmx200mm (211/2X 17 1/2X 8) Depth 200 Mm. Glossy. 1.0Mm Thk, , Providing And Fixing Nickel Chrome Plated Copper Alloy Fancy Pillar Cock With Extended Lever Handle And Wall Flange Confirming To Is 8931; 1993 15Mm Nominal Bore , Electrical Works , Supply ,Installation,Testing & Commisioning Of 3 M High Galvanised Decorative Conical Step Pole With Decorative Light Single Bracket Made From 40 Mm. Dia ‘B Class G.I. Pipe, 0.6 To 1M. In Length Along With Pole Cap Of 300Mm / Suitable Length And 80 Mm /Suitable Dia.(Suitable To Pole Top) Duly Welded With Provided Leads, And With Foundation Bolts Having Bottom Dia. From 105 To 141 Mm, Top Dia. From 65 To 77 Mm Complete With All Required Accessories Like Junction Box With 15A Input Output Connectors , 0.5 - 6 A C Curve Sp Mcb For Suitable For Each Light Fittings 3 Core 2.5 Sq. Mm Cu Flex. Cable For Light Fitting From Junction Box To Light Fittings And Its Termination Of Cables Should Be Made Using With Proper Lugs ,Pole Will Be Painted With P U Paint As Per Gtdc Color Choice .Etc.Make-Havells, Reytek, Suncity, La Luminie As Required As Directed By The Engineer In-Charge. , Supply,Installation,Testing,Commisioning Of 40W Decorative Luminaire Made Of Spun Aluminium Body With Pressure Die-Cast Heat Management (Pdchm) And The Ip65 Optical Compartment With High Power Led/S Is Comprised Of A Deep Drawn Chemically Polished And Co-Extruded, Thermoformed Polycarbonate Protector Stabilized Agent Uv Rays Suitable For 40W Led. Fitting Should Be Suspended Mounting Type Fixture. System Wattage:40W Led, Protection Class:Ip65, Driver Integral: Constant Current, Input Voltage: 230-240 Vac, Frequency: 50-60Hz, Operating Voltage:120- 277Vac, Operating Temperature: 0Deg To +50Deg C, Single Phase Ac Supply. Led Lumens: @120Lm/W 4800Lm, Cri(Ra):80, Led Colour Temperature: 3000 To 5700K, Life Span:59,000 Hours,, Physical Body: Die Cast Aluminium Base, Body Spun Aluminium, Diffuser: Convex Type Translucent / V Translucent Polycarbonate Glass, Mounting: Suitable For 48Mm Od Pipe, Finish: Powder Coated Black, Driver Power Factor:0.95, Thd:7.8%,Surge Protection: 4Kv, Efficiency:87%. Fitting Should Have Inbuilt Driver With Efficiency 0.9 And Having Surge Protection Device Of 4Kv And External Surge Protection Device Of 10Kv. Ip65 And Lm79-2019 Report To Be Provided. Make: Havells, Reytek, Suncity, La Luminie As Required As Directed By The Engineer In-Charge. , Supply,Installation,Testing,Commisioning Of Architectural Pole Of 6Mtr Height Single Arm Made Of Galvanised Iron Sections Of 140Mm & 76Mm Dia. Wind Speed Considered In Design 50M/S, Is 875: Part - 3 :1987 .Material For Tubes Steel Of Grade Yst 210. Material For Base Plate Steel Of Grade E250 To Is 2062 ; 2011. The Bracket Will Be Provided With Reducer/Expander For Holding The Suspended Type Fixture On To The Main Pole With All Arrangements Having Position Perpendicular To The Ground. The Bracket Shall Be Single Arm On 6Mtr With A Span Of 1000Mm. The Bracket Top Shall Be Covered With Frp Cap To Enclose The Pipe. The Pole Will Be Placed With A Aluminium Embellishments On The Bottom & Middle Section For Aesthetic & Decorative Purpose. The Pole Will Be Provided With An Inbuilt Ip 65/66 Junction Box To Fix 32Amp Connectors & 6Amp Mcb Inside The Cut Window Of The Bottom Pipe The In Built Box Should Have A Flush Door Of Suitable Size. The Decorative Pole Will Be Mounted On A Square Base Plate Of Size 250 X 250Mm Having 12Mm Thickness. The Mounting Steel Plate Along With Hot Dip Galvanised Foundation Bolts Of Size M16 X 600Mm To Be Used For Ensuring Firm Grouting In The Specially Designed /Provided Reinforced Cement Concrete Foundation. The Galvanised Pole Should Be Painted In 3 Layer Coating (Coating Thickness Should Be More Than 50 Microns Minimum) In Which 1St Layer With Etch Primer, 2Nd Layer With Epoxy Zinc Primer & 3Rd Final Layer With Pu Paint Of Matt Black On Pole And Golden On Aluminium Embellishment Or As Per Gtdc .Make-Havells, Reytek, Suncity, La Luminie As Required As Directed By The Engineer In-Charge. , Supply,Installation,Testing,Commisioning Of 70W Decorative Luminaire Made Of Spun Aluminium Body With Pressure Die-Cast Heat Management (Pdchm) And The Ip65 Optical Compartment With High Power Led/S Is Comprised Of A Deep Drawn Chemically Polished And Co-Extruded, Thermoformed Polycarbonate Protector Stabilized Agent Uv Rays Suitable For 70W Led. Fitting Should Be Suspended Mounting Type Fixture. System Wattage:70W Led, Protection Class:Ip65, Driver Integral: Constant Current, Input Voltage: 230-240 Vac, Frequency: 50-60Hz, Operating Voltage:120- 277Vac, Operating Temperature: 0Deg To +50Deg C, Single Phase Ac Supply. Led Lumens: @120Lm/W 8400Lm, Cri(Ra):80, Led Colour Temperature: 3000K, Life Span:59,000 Hours,, Physical Body: Die Cast Aluminium Base, Body Spun Aluminium, Diffuser: Convex Type Translucent / V Translucent Polycarbonate Glass, Mounting: Suitable For 48Mm Od Pipe, Finish: Powder Coated Black, Driver Power Factor:0.95, Thd:7.8%,Surge Protection: 4Kv, Efficiency:87%. Fitting Should Have Inbuilt Driver With Efficiency 0.9 And Having Surge Protection Device Of 4Kv And External Surge Protection Device Of 10Kv. Ip65 And Lm79-2019 Report To Be Provided. Make: Havells, Reytek, Suncity, La Luminie As Required As Directed By The Engineer In-Charge. , Supply ,Installation,Testing & Commisioning Of Architectural Designed Pole Of 3Mtr Height Post Top Pole Made Of Galvanised Iron Sections Of 114Mm & 60Mm Dia. This Architecturally Designed Pole Is Structurally Sound. Windspeed Considered Should Be As Per Is875:Part 3:1987 ,Material For Tubes Steel Of Grade Yst210.,Material For Base Plate Steel Of Grade E250 To Is2062; 2011. The Pole Will Be Provided With An Inbuilt Junction Box To Fix 16-32Amp Connectors & 6-16Amp Mcb Inside The Cut Window Of The Bottom Pipe The Inbuilt Box Should Have A Flush Door Of Suitable Size With Allenkey Locking On Bothside. The Decorative Pole Will Be Mounted On A Square Base Plate Of Size 200X200mm Having 10Mm Thickness. The Base Plate Shall Have 4 Hole Suitable For M16/450 Foundation Bolts . The Galvanized Zinc Coat Should Not Be Less Than 65+/ 10Microns. The Galvanised Pole Should Be Painted In 3Layer Coating (Coating Thickness Should Not Be Than 80Microns Minimum) In Which 1St Layer With Etch Primer, 2Nd Layer With Epoxy Zinc Primer & 3Rd Final Layer With Pu Paint With Overall 100 +/- 10 Microns. Make: Havells, Reytek, Suncity, La Luminie As Required As Directed By The Engineer In-Charge. , Supply ,Installation,Testing & Commisioning Of 45-50W Decorative Luminaire Made Of Spun Aluminium Body With Pressure Die-Cast Heat Management (Pdchm) And The Ip65 Optical Compartment With High Power Led/S Is Comprised Of Polished And Co-Extruded, Thermoformed Polycarbonate Protector Stabilized Agent Uv Rays Suitable For 40-45W Led. Fitting Shall Be Post Top Mounting Type Fixture. System Wattage: 40-45W Led, Protection Class:Ip65, Driver Integral: Constant Current, Input Voltage: 230-240 Vac, Frequency: 50-60Hz, Operating Voltage:120- 277Vac, Operating Temperature: 0Deg To +50Deg C, Single Phase Ac Supply, Led Lumens:6000Lm, Cri(Ra):80, Led Colour Temperature: 4000K, Life Span:60,000 Hours,, Physical Body: Die Cast Aluminium Base, Body Spun Aluminium, Diffuser: Convex Type Translucent / V Translucent Polycarbonate Glass, Mounting: Suitable For 48Mm Od Pipe, Finish: Powder Coated Black, Driver Power Factor:0.95, Thd:7.8%,Surge Protection: 4Kv, Efficiency:87%. Fitting Should Have Inbuilt Driver And Having Surge Protection Device Of 4Kv And External Surge Protection Device Of 10Kv . Lm79-2019 Report To Be Provided. Make: Havells, Reytek, Suncity, La Luminie As Required As Directed By The Engineer In-Charge. , Supplying And Erecting Of Concealed Type Step Light With 6W Led Lamp Die-Cast Aluminium Housing Having System Lumens Output Of Min. 500 Lumens, Min. Efficacy Of 100 Lumen/W, Cri80, Cct Upto 5000K, Beam Angle Of 110 Deg., Thd10%, Sdcm5, P.F. 0.95, Operating Range Of 230-270V, Surge Protection Of 2.5 Kv, Life Class Of 25,000 Hrs. At L70b50, Including Driver By Making Necessary Arrangement/Recess In Wall To Make It Flush With Surface ,Ip Rating : Ip 67 ,Ik10 Rated , Connecting Wire, Including Gear Box And Junction Box For Cable Connection Complete And Coated With Epoxy Zinc Phosphate Primer And Finished Using Environmentally Stable Polyurethane Based Paint .Make:- Havells,Reytek,Philips,Crompton,Leksa, La Luminaire, Wipro, Atilite, Nice. As Required As Directed By The Engineer In-Charge. , Supply ,Installation Of Tree Uplighter With Spike,9W Led Lamp Complete With Ip66, 24Vdc, Suitable Watts Driver / Power Supply (If Any), Connecting Wire,.Complete With All Accessories And Coated With Epoxy Zinc Phosphate Primer And Finished Using Environmentally Stable Polyurethane Based Paint .Make:- Havells,Reytek,Philips,Crompton,Leksa, La Luminaire, Wipro, Atilite, Nice. As Required As Directed By The Engineer In-Charge. , Supplying And Erecting Bulk Head Led Fitting Max. 10-12W With High Transitivity Diffuser With System Lumens Output Of Min. 1100 Lumens, Min. Efficacy Of 110 Lumen/W, Cri80, Cct Upto 6500K, Beam Angle Of 120 Deg., Thd0.95, Operating Range Of 140-260V, In Built Surge Protection Of 2.5 Kv, Life Class Of 50,000 Hrs At L70b50, Ip66, Ik09 Rated Including Driver Ip66, Ik09 Rated On Provided Pvc Block / Wooden Board With Accessories Complete. , Supply Of 3 Core Unarmoured Pvc/Xlpe Insulated, Pvc Sheathed Copper Conductor Cable Of 1.1 Kv Grade With Isi Mark Conforming To Is:1554(Part I) ,Is:7098(Part I) With Latest Amendments Of Following Size. 3 Core 2.5 Sq.Mm , Supply Of 3 Core Unarmoured Pvc/Xlpe Insulated, Pvc Sheathed Copper Conductor Cable Of 1.1 Kv Grade With Isi Mark Conforming To Is:1554(Part I) ,Is:7098(Part I) With Latest Amendments Of Following Size. 3 Core 4 Sq.Mm , Supply Of 3 Core Armoured Pvc/Xlpe Insulated, Pvc Sheathed Copper Conductor Cable Of 1.1 Kv Grade With Isi Mark Conforming To Is:1554(Part I) ,Is:7098(Part I) With Latest Amendments Of Following Size. 3 Core 4 Sq.Mm , Supply Of 4 Core Armoured Pvc/Xlpe Insulated, Pvc Sheathed Copper Conductor Cable Of 1.1 Kv Grade With Isi Mark Conforming To Is:1554(Part I) ,Is:7098(Part I) With Latest Amendments Of Following Size. 4 Core 4 Sq.Mm , Supply Of 3 1/2 Core Armoured Pvc/Xlpe Insulated, Pvc Sheathed Aluminium Conductor Cable Of 1.1 Kv Grade With Isi Mark Conforming To Is:1554(Part I) ,Is:7098(Part I) With Latest Amendments Of Following Size. 3 1/2 Core 35 Sq.Mm , Supply Of 3 Core Armoured Pvc/Xlpe Insulated, Pvc Sheathed Aluminium Conductor Cable Of 1.1 Kv Grade With Isi Mark Conforming To Is:1554(Part I) ,Is:7098(Part I) With Latest Amendments Of Following Size. 3 Core 16 Sq.Mm , Supply Of 4 Core Armoured Pvc/Xlpe Insulated, Pvc Sheathed Aluminium Conductor Cable Of 1.1 Kv Grade With Isi Mark Conforming To Is:1554(Part I) ,Is:7098(Part I) With Latest Amendments Of Following Size. 4 Core 16 Sq.Mm , Laying Of One Number Pvc Insulated And Pvc Sheathed/Xlpe Power Cable Of 1.1 Kv Grade Of Size Not Exceeding 25 Sq.Mm In The Existing Rcc/Hume/Stoneware Metal Pipe, Etc. Complete As Required , Laying Of One Number Pvc Insulated And Pvc Sheathed/Xlpe Power Cable Of 1.1 Kv Grade Of Size Not Exceeding 25 Sq.Mm Direct In Ground Including Excavation In The Form Of A Trench As Per Cable Trench Drawing Provided By The Engineer-Incharge,Sand Cushioning With Screened Sand Bed Of 20Mm Thick , Protective Covering With Bricks Placed Breadth-Wise On Top Of Cable All Over The Run( The Brick Protection Shall Cover The Cable And Project Atleast 5 Cms Over The Sides Of The Cable) And Backfilling The Excavated Earth Without Stones Or Hard Material And Making The Surface Proper With 15 Cm Crown On The Top Complete As Required. A) In Soily Strata , Laying Of One Number Pvc Insulated And Pvc Sheathed/Xlpe Power Cable Of 1.1 Kv Grade Of Size Exceeding 25 Sq.Mm But Not Exceeding 120 Sq.Mm Direct In Ground Including Excavation In The Form Of A Trench As Per Cable Trench Drawing Provided By The Engineer-Incharge,Sand Cushioning With Screened Sand Bed Of 20Mm Thick , Protective Covering With Bricks Placed Breadth-Wise On Top Of Cable All Over The Run( The Brick Protection Shall Cover The Cable And Project Atleast 5 Cms Over The Sides Of The Cable) And Backfilling The Excavated Earth Without Stones Or Hard Material And Making The Surface Proper With 15 Cm Crown On The Top Complete As Required. (A) In Soily Strata , Laying Of One Number Additional Pvc Insulated And Pvc Sheathed/Xlpe Power Cable Of 1.1 Kv Grade Of Size Not Exceeding 25 Sq.Mm Direct In Ground In The Same Trench In One Tier Horizontal Formation Including Excavation In The Form Of A Trench As Per Cable Trench Drawing Provided By The Engineer-Incharge,Sand Cushioning With Screened Sand Bed Of 20Mm Thick , Protective Covering With Bricks Placed Breadth-Wise On Top Of Cable All Over The Run( The Brick Protection Shall Cover The Cable And Project Atleast 5 Cms Over The Sides Of The Cable) And Backfilling The Excavated Earth Without Stones Or Hard Material And Making The Surface Proper With 15 Cm Crown On The Top Complete As Required. A) In Soily Strata , Laying Of One Number Pvc Insulated And Pvc Sheathed/Xlpe Power Cable Of 1.1 Kv Grade Of Size Not Exceeding 25 Sq.Mm On Surface, Etc. Complete As Required , Construction Of Manhole Rectangular In Shape Including Cement Concrete 1:3:6 (1 Cement:3 Coarse Sand:6 Graded Stone Aggregate 20Mm Nominal Size) Foundation Thickness Of Concrete 20Cms And Offset 10Cms On Both Sides And First Class Brick Work With Bricks Class Designation 100Kg/Sq.Cm (Wire Cut Bricks) Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) 23Cms Thick Including Providing & Fixing Ci Footrests Confirming To Is 5445/69 Or Revised And Whose Weight Shall Not Be Less Than 5.30Kgs Including Fixing In Man-Hole At 30Cm C / C In 20X 20X10cm Cement Concrete Block 1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20Mm Nominal Size) And 12Mm Thick Plaster Inside And Outside With Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) Including Adding Waterproofing Compound Of Approved Brand In Cement Mortar With A Floating Coat Of Neat Cement And Making Channel In Cement Concrete 1:2:4 (1 Cement :2 Coarse Sand : 4 Graded Stone Aggregate 20M Nominal Size) Neatly Finished Complete As Per Standard Design. Iii) Inside Size 0.60X0.60M And 0.60M Deep (With Medium Duty Di Manhole Cover & Frame Of Size 0.60X 0.60M Weighing 90Kgs ) Including Fixing With Cement Concrete 1:2:4 ( 1 Cement :2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size And Applying The Frame & Cover With Coal Tar.(Refer Quantity In Drawings) , Providing At Store Or Site Work Non-Pressure Reinforced Cement Concrete Pipes Of With Collar Joints Conforming To Is:458-2003 Revised As Per Amendment No.11 , Including Freight, Carting, Loading, Unloading, Stacking Etc. Complete. C) 150 Mm Dia.Np2 Class , Supplying And Making Cable End Terminations With Brass Compression Gland And Copper Lugs For Folowing Sizes Of 3 Core Pvc Insulated Pvc Sheathed/Xlpe Aluminium Conductor Cable Of 1.1 Kv Grade, Complete As Required. 3 X 1.5/2.5 Sq. Mm. , Supplying And Making Cable End Terminations With Brass Compression Gland And Copper Lugs For Folowing Sizes Of 3 Core Pvc Insulated Pvc Sheathed/Xlpe Aluminium Conductor Cable Of 1.1 Kv Grade, Complete As Required. 3 X 4 Sq. Mm. , Supplying And Making Cable End Terminations With Brass Compression Gland And Copper Lugs For Folowing Sizes Of 4 Core Pvc Insulated Pvc Sheathed/Xlpe Aluminium Conductor Cable Of 1.1 Kv Grade, Complete As Required. 4 X 4 Sq. Mm. , Supplying And Making Cable End Terminations With Brass Compression Gland And Aluminium Lugs For Folowing Sizes Of 3 1/2 Core Pvc Insulated Pvc Sheathed/Xlpe Aluminium Conductor Cable Of 1.1 Kv Grade, Complete As Required. 3 1/2 X 35 Sq. Mm. , Supplying And Making Cable End Terminations With Brass Compression Gland And Aluminium Lugs For Folowing Sizes Of 3 Core Pvc Insulated Pvc Sheathed/Xlpe Aluminium Conductor Cable Of 1.1 Kv Grade, Complete As Required. 3 X 16 Sq. Mm. , Supplying And Making Cable End Terminations With Brass Compression Gland And Aluminium Lugs For Folowing Sizes Of 4 Core Pvc Insulated Pvc Sheathed/Xlpe Aluminium Conductor Cable Of 1.1 Kv Grade, Complete As Required. 4 X 16 Sq. Mm. , Supply Installation, Testing And Commissioning Of Following All Outdoor Feeder Pillar-1/Panels Comprising Below Points. 1)-Panels Shall Be Fabricated Out Of 16/14 Swg Crca Sheet Steel, With Necessory Structural Supports In Form Of Structural Steel Sections. 2)-Floor Mounted (Include Stand), Ip-55 Degree Protection, Bottom Or Top Bus Duct Or Cable Entry As Per The Case & Bottom Cable Exit Steel, 2Mm Frame, 1.6 Mm Compartments & Tank Process Treated & 2- Times Epoxy Painted. 3)-Proper Gland Size Holes To Be Provided By The Manufacturer With Proper Sticker And Danger Sign On All Sides Of Panel. 4)-Current Density- 1.2 Ampere/1 Sq.Mm (Is-8623 For Factory Built Assembly). 5)- Earthing Terminal At Both End. 6)-Paint-- Exterior Enclosure Tank Process Treated & 1 Coat Of Epoxy Painted And 2 Coat Of Siemens Grey As Per Shade Ral7032 With Pu Paint For Exterior And Black For Base Frame , Everywhere Maintaining Micron Upto 75. 7)All Starters Are According To Type-Ii Cordination .8)Any Other Related Details As Per Engineer Incharge. Refer Single Line Diagram. Note : Excluding Stabiliser & Energy Meter Cost.Main Incomer - 25 To 100 A Tpn Mccb,Thermal Magnetic ,25Ka -2 Nos.4 Pole Power Contactor 16A To 25 A ,415V -2 Nos.Programmable Digital Almanac Astro Timer Switch With 10 Hrs Battery Backup -2 Nos. Outgoing - 6 A To 32 A, C Series Sp Mcb , 10 Ka-18 Nos. 6 A To 32 A, C Series Tp Mcb , 10 Ka -6 Nos.And Miscellaneous Items, Wire,Selector Switch , Cable Terminal Blocks Etc. Space Provision Only For 3 Phase Meter(300 X 400 ,Lxh) And Stabiliser . , Supply, Installation, Testing And Commissioning Of Electronic Type Three Phase Energy Meter (Kwh), 4 Wire, Isi Marked, In Polycarbonate Or Sgheet Steel Body ( Base Mounting Type) With Counter Display/Lcd Display, With Elt, In Class 1.0, 50 Hz, 240 V. Ac Duly Tested By Mrt Along With Test Certificates, Complete As Required Of Following Capacity Of Make L & T Only. (C) 50 To 100 A , Supply Of 3 Kva 3 Nos. Voltage Stabilizer ,Input Voltage Range (V ) =90-300 V ,Output Voltage (V ) =240 V ,Output Voltage Regulation = 1% Of Nominal Output Voltage,Automatics High & Low Voltage Cut Off Input And Out Put Voltage Circuit Protections, Single Phasing Preventer/Phase Reversal Protection,Over Load & Short Circuit Protection(Use Mcb),Independent Phase Control,Lcd /Led Display For Regulations Mode ,Bypass Mode & Fault Conditions,Automatic Bypass: A Fault Conditions,Protection Class : Ip 20 ,Ambient Temperature : 0 To 45 Degree Celsius ,Wave Form Distortion: Pure Sine Wave. , Supplying And Fixing Following Way Spn Sheet Steel Mcb Distribution Board Consumer Unit 240 V On Surface/ Recess Complete With Tinned Copper Busbar Neutral Busbar Earth Bar Dinnbar Hinged Front Acrylic Cover For The Mcb Knobs Detachable Gland Plate Interconnections Phosphotized And Powder Painted Including Earthing Etc. As Required ( But Without Mcb/Rccb/Isolator) (B) 2 + 8 Way Cat A , Supplying And Fixing 6 A To 32 A, C Series Mcb Suitable For Lighting And Other Loads Of Following Poles In The Existing Mcb Db Complete With Connections Testing And Commissioning Etc As Required. A) Sp, Cat A , Supplying And Fixing 6 A To 32 A, C Series Mcb Suitable For Lighting And Other Loads Of Following Poles In The Existing Mcb Db Complete With Connections Testing And Commissioning Etc As Required. B) Dp, Cat A , Supplying And Fixing Following Rating Double Pole (Single Pole And Neutral) 240 V Rccb Having A Sensitivity Current Upto 300Ma In The Existing Mcb Db Complete With Connections Testing And Commissioning Etc As Required (A) 25 A, Cat A , Supplying And Fixing Following Way Tpn Sheet Steel, Double Door, Horizontal Type Mcb Distribution Board 415 V On Surface/ Recess Complete With Tinned Copper Busbar Neutral Busbar Earth Bar Dinnbar Detachable Gland Plate Interconnections Phosphotized And Powder Painted Including Earthing Etc. As Required ( But Without Mcb/Rccb/Isolator)(C) 6 Way (8+18), Double Door, Horizontal Type Cat A , Supplying And Fixing 6 A To 32 A, C Series Mcb Suitable For Lighting And Other Loads Of Following Poles In The Existing Mcb Db Complete With Connections Testing And Commissioning Etc As Required.(E) Tpn, Cat A , Supplying And Fixing Following Rating Four Pole (Triple Pole And Neutral) 415 V Rccb Having A Sensitivity Current Upto 300Ma In The Existing Mcb Db Complete With Connections Testing And Commissioning Etc As Required (A) 25 A, Cat A , Supplying And Fixing Sp Blanking Plate In The Existing Mcb Db Complete As Required. , Supply , Installation , Testing And Commissioning Of Cable Junction Boxes Ip 66/67 Weather Proof(Size -155 X 210 X 92 (Lxbxh)Mm + Cable Termination Upto 16 Sqmm Size.), For Outdoor Installation(With Knockouts For Cable Entry) With All Accessories. Make: Hensel ,Neptune As Required As Directed By The Engineer In-Charge , Isolator 2 Pole 40A, Cat A , Earthing With Gi Earth Pipe 2 Mts Long 40 Mm Dia Medium Class With Isi Mark, Of Approved Brands Including Accessories And Providing Masonry Enclosure With Ci/Rcc Cover Having Locking /Lifting Arrangement And Watering Pipe Etc. (But Without Charcoal Or Coke And Salt) As Required As Per The Earthing Drawing Provided By The Engineer-Incharge.The Scope Of Work Includes The Following: A) Excavation Of Pit Of Size Not Less Than 1.0X1.0X 2.0 Mtrs(Min) And Disposal Of Excavated Soil. B) Class B Gi Pipe, 40Mm Diameter As Per Specifications. C) Charcoal/Salt As Per Specs ( Paid Seperately). D) Refilling The Pit Of Size Not Less Than 1.0X1.0X 2.0 Mtrs(Min) With Soft Black Soil Of Minimum Resistivity I/C Transportation. E)Masonary Chamber With Proper Foundation, Cover Plate And Locking Arrangement. F) Testing Of Earth Value With Earth Megger And Certifications Of Its Value. Aluminium Tag With Embossed Earthing Value To Be Attached To The Pipe . G)Watering Arrangement(Plumbing Will Be Paid Seperately). (B) In Rocky Strata , Earthing With Gi Earth Plate 600 Mm X 600 Mm X 6 Mm Thick Including Accessories And Providing Masonry Enclosure With Ci/Rcc Cover Having Locking/Lifting Arrangement And Watering Pipe Etc. (But Without Charcoal Or Coke And Salt) As Required As Per The Earthing Drawing Provided By The Engineer-Incharge.The Scope Of Work Includes The Following: A) Excavation Of Pit Of Size 1.0X1.0X 3.0 Mtrs(Min) And Disposal Of Excavated Soil. C)Watering Gi Pipe, 20Mm, Class B, With Funnel As Per Specs. D) Charcoal/Salt As Per Specs ( Paid Seperately). E) Refilling The Pit Of Size 1.0X1.0X 3.0 Mtrs(Min) With Soft Black Agriculture Soil Of Minimum Resistivity I/C Transportation. E)Masonary Chamber With Proper Foundation, Cover Plate And Locking Arrangement. F) Testing Of Earth Value With Earth Megger And Certifications Of Its Value. Aluminium Tag With Embossed Earthing Value To Be Attached To The Pipe.G)Watering Arrangement(Plumbing Will Be Paid Seperately). B)In Rocky Strata , Extra For Using Salt And Charcoal For Pipe Earth Electrode As Required( 65 Kgs Of Charcoal And 5 Kgs Of Salt). , Extra For Using Salt And Charcoal For Gi Or Copper Plate Earth Electrode As Required( 96 Kgs Of Charcoal And 5 Kgs Of Salt) , Supplying And Laying 25 Mm X 6 Mm Gi Strip At 0.5 M Below Ground As Strip Earth Electrode Including Soldering Etc. As Required , Providing And Fixing 25 Mm X 5 Mm Gi Strip On Surface Or In Recess For Coneections Etc. As Required , Supplying And Laying 6 Swg Gi Wire At 0.5 M Below Ground Level For Conductor Earth Electrode Including Soldering Etc. As Required , Wiring For Light Point/ Fan Point/ Exhaust Fan Point/ Call Bell Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Recessed Pvc Conduit(Heavy) With Modular Switch, Modular Plates, Suitable Size Modular Gi Box Of Specified Category And Earthing The Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable Etc. As Required. A) Group B -- With Cat A Modular Accessories , Wiring For Group Controlled Light Point/ Fan Point/ Exhaust Fan Point/ Call Bell Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable (With)In Recessed Pvc Conduit(Heavy) And Earthing The Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable Etc. As Required. , Wiring For Circuit/ Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor Single Core Cable In The (With) Independent Recessed Pvc Conduit(Heavy) Of Appropriate Size As Required. B) 2 X 2.5 Sq.Mm + 1 X 2.5 Sq.Mm Earthwire (20Mm Conduit) , Wiring For Circuit/ Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor Single Core Cable In The (With) Independent Recessed Pvc Conduit(Heavy) Of Appropriate Size As Required. (C) 2 X 4 Sq.Mm + 1 X 4 Sq.Mm Earthwire (20Mm Conduit) , Supplying And Fixing Of Following Sizes Of Rigid Pvc Conduit Alongwith Accessories In Surface(Medium)/Recess(Heavy) Including Cutting The Wall And Making Good The Same In Case Of Recessed Conduit As Required. B) 25 Mm , Supplying And Fixing Of Following Sizes Of Rigid Pvc Conduit Alongwith Accessories In Surface(Medium)/Recess(Heavy) Including Cutting The Wall And Making Good The Same In Case Of Recessed Conduit As Required. (C) 32 Mm , Supplying And Fixing Following Modular Switch/ Socket On The Existing Modular Plate And Switch Box Including Connections But Excluding Modular Plate Etc. As Required (A) 5/6 A Switch Cat A , Supplying And Fixing Following Modular Switch/ Socket On The Existing Modular Plate And Switch Box Including Connections But Excluding Modular Plate Etc. As Required (D) 3 Pin 5/6 A Socket Outlet Cat A , Supplying And Fixing Following Modular Switch/ Socket On The Existing Modular Plate And Switch Box Including Connections But Excluding Modular Plate Etc. As Required B) 15/16 A Switch Cat A , Supplying And Fixing Following Modular Switch/ Socket On The Existing Modular Plate And Switch Box Including Connections But Excluding Modular Plate Etc. As Required D) 6 Pin 15/16 A Socket Outlet Cat A , Supplying And Fixing Modular Blanking Plate On The Existing Modular Plate Switch Box Excluding Modular Plate Etc. As Required A) Cat A , Supplying And Fixing Following Size Modular Gi Box Alongwith Modular Base And Cover Plate For Modulator Switches In Recess Etc. As Required (A) 1 Or 2 Module ( 75 Mm X 75 Mm) Cat A , Supplying And Fixing Following Size Modular Gi Box Alongwith Modular Base And Cover Plate For Modulator Switches In Recess Etc. As Required B) 4 Module ( 125 Mm X 7 Mm) Cat A , Supplying And Fixing Following Size Modular Gi Box Alongwith Modular Base And Cover Plate For Modulator Switches In Recess Etc. As Required (C) 6 Module (200Mm X 75 Mm) Cat A , Supplying & Erecting Of Led 9 To 10W Tube Light Fitting (2 Feet) With Pc Housing, Heat Sink, Integrated Hf Electronic Driver Complete. Make: Philips, Reytek, Leska, Crompton, Wipro, Havells As Required As Directed By The Engineer In-Charge , Supplying & Erecting Of Led 20W Tube Light Fitting (4 Feet) With Aluminium Housing, Heat Sink, Integrated Hf Electronic Driver Complete.(Includes Suspension Accessories). Make: Philips, Reytek, Leska, Crompton, Wipro, Havells As Required As Directed By The Engineer In-Charge , Supplying & Erecting Of Ip 20 Led 40W Tube Light Fitting (4 Feet) With Aluminium Housing, Heat Sink, Integrated Hf Electronic Driver Complete.(Includes Suspension Accessories). Make: Philips, Reytek, Leska, Crompton, Wipro, Havells As Required As Directed By The Engineer In-Charge , Supplying & Erecting Of Ip 66 Led 20W Tube Light Fitting (4 Feet) With Aluminium Housing, Heat Sink, Integrated Hf Electronic Driver Complete.(Includes Suspension Accessories). Make: Philips, Reytek, Leska, Crompton, Wipro, Havells As Required As Directed By The Engineer In-Charge , Supplying And Erecting Outdoor Type/Ip65 12W Ceiling-Mounted Led Downlight Having Extruded And Die Cast Aluminium Housing With High Corrosion Resistance Surface Finish With Integral Control Gear And Beam Angles - Narrow, Medium, Wide ,Complete With All Required Accessories .Make: Philips, Reytek, Leska, Crompton, Wipro, Havells As Required As Directed By The Engineer In-Charge , Supply And Erecting Of 12 Inch (300 Mm Sweep) Exhaust Fan With Double Ball Bearings, 1400 Rpm, Complete With All Accessories. (A) Cat A , Supply And Erecting Of 48 Inch ( 1200Mm Sweep) Ceiling Fan, Double Ball Bearing Type, , Complete With All Accessories. (B) Cat B , Supply And Erecting Fan Hook Box ( 100 Mm Diameter Or Equivalent Square Size, 75Mm Deep) Fabricated Out Of 16 Swg Sheet Steel With 10 M Round Bar Hook Bounded To Reinforced Cement Concrete Steel Upto 50 Mm Length Protruding On Each Side Of The Box, Including Painting With 2 Coats Of Red Oxide, Complete As Required. , Supplying And Fixing Stepped Type Electronic Fan Regulator On The Existing Modular Plate Switch Box Including Connections But Excluding Modular Plate Etc. As Required (A) Cat A , Gi Pipe Medium Class 25 Mm (Civil Gsr 1034 (F)(Iii)) , Supply Of 2Kva ,1Ph In - 1Ph Out True Online Ups System In Standalone Configuration With Advance Dsp Based Technology Double Conversion Igbt Rectifier And Igbt Based Inverter Ups System With Cabinet And Smf Battery Backup For 60 Mins. Using 12V Batteries Including Battery Protection M.S Rack Suitable Dimension, Standard Rating Cable For Interlinks Cable And D.C Cable Up To Standard Length In Mtrs From Ups To Batteries Including Labour Charges For Installation Testing And Commission And Carrying Charges.(With Out Isolation Transformer)
Contract Date: Jul 03, 2026 Contract Value : 5.42 Crore
Government Departments No of Bidders 2
29.
Public Administrative Department #11258632 AOC
Tender For Providing And Fixing Of Spares For Ht, Lt, Apfc, Starters, Other Panels And Repairing Of Various Equipment And Electrical Installation For Gangapur Dam Pumping Station, Booster Pumping And Various Tp Of Nmc.-1 P/F digital ammeter for measuring current 2 P/F digital voltmeter for measuring voltage 3 P/F multifunction meter 4 P/F selector switches for voltmeter & ammeter 5 P/F light emitting diode type indicator 6 P/F switch disconnector fuse (SDF) a 100A. b 200A. c 300A. d 400A. e 630A. f 800A. 7 P/F moulded case circuit breaker (MCCB) a Up to 100A. b 200A. c 250A. d 315/400A. e 600 / 630A. f 800A. 8 P/F MCB a 6A to 32A b 40A to 63A. c P/F One way distribution board suitable for MCB 9 P/F Busbar chamber with triple pole neutral aluminium bus bar a 100A. b 200A. c 300A. d 400A. e 630A. f 800A. 10 P/F DOL starter a Up to 7.5HP. b Up to 10HP. 11 P/F street light bracket complete 12 P/F FRP box on pole/wall complete a 150mm x 125mm x 100mm, 2.7 mm thick b 250mm x 200mm x100 mm, 2.7 mm thick c 300mm x 200mm x125 mm, 2.7 mm thick 13 P/F LED 22W tube light fitting (4 feet) with aluminium housing, heat sink, integrated HF electronic driver complete 14 Providing and filling Transformer oil 15 Point wiring in PVC trunking (casing-capping) with (2+1E) copper wire, modular type switch, earthing and required accessories 16 Point wiring for independent plug in PVC trunking (casing capping) with (2+1E )FRLSH grade copper wire, modular type switch, earthing and required accessories 17 P/F mains with 2 X 2.5sq.mm 1.1KV grade copper PVC stranded/solid wire complete (2 core, 71+36(1 core earthing)=107/- ) 18 Supplying and erecting PVC trunking (PVC casingn- capping) of size 25mm with accessories on wall/ceiling 19 P/F half round 15cm dia RCC hume pipe with necessary back filling etc complete 20 Providing and spreading stone metal 25mm size for 100mm depth above the ground level. 21 P/F three phase heavy duty power capacitors in suitable banks with voltage rating 440V, 50Hz 22 Providing and laying Aluminium conductor 3.5 core XLPE/PVC armoured 1.1KV grade cable a 25sq.mm b 35sq.mm c 50sq.mm d 70sq.mm e 95sq.mm f 120sq.mm g 150sq.mm h 185sq.mm i 240sq.mm j 300sq.mm k 400sq.mm 23 Providing and laying Aluminium conductor 1 core XLPE/PVC armoured 1.1KV grade cable a 1 Core, 630sq.mm b 1 Core, 800sq.mm c 1 Core, 1000sq.mm 24 Providing and laying Aluminium conductor 4 core XLPE/PVC armoured 1.1KV grade cable a 4sq.mm b 6sq.mm c 10sq.mm d 16sq.mm 25 Providing and laying Aluminium conductor 2 core XLPE/PVC armoured 1.1KV grade cable a 4sq.mm b 6sq.mm c 10sq.mm 26 Providing and laying copper conductor 2.5sq.mm XLPE/PVC armoured 1.1KV grade cable a 2 Core, 2.5sq.mm b 3 Core, 2.5sq.mm 27 P/L flexible PVC sheathed submersible type copper cable. a 4 core 2.5 sq mm b 4 core 4 sq mm c 4 core 6 sq mm d 4 core 10 sq mm e 4 core 16 sq mm f 4 core 25 sq mm g 4 core 35 sq mm 28 Providing and laying Alu. conductor 3 core, XLPE /PVC 3.3KV armoured cable a 70sq.mm b 95sq.mm c 120sq.mm d 150sq.mm e 185sq.mm f 240sq.mm g 300sq.mm h 400sq.mm 29 P/F heat shrinkable outdoor termination kit for 3.3Kv (E) XLPE HT cable erected and connected to the supply with insulated sleeves,additional lugs & nut bolts for all core for 3 core cable with HT testing at site etc complete a 70-120sq.mm b 150-185sq.mm c 240-400sq.mm 30 P/F Heat shrinkable indoor termination kit for 3.3Kv (E) XLPE HT cable erected and connected to the supply with insulated sleeves,additional lugs & nut bolts for all core for 3 core cable with HT testing at site etc complete a 70-120sq.mm b 150-185sq.mm c 240-400sq.mm 31 P/F Heat shrinkable straight through joint kit for 3 core, 3.3Kv (E) XLPE HT cable etc complete a 70-120sq.mm b 150-185sq.mm c 240-400sq.mm 32 Providing and laying Aluminium conductor 3 core, XLPE/PVC 11KV armoured cable a 95sq.mm b 120sq.mm c 150sq.mm d 185sq.mm e 240sq.mm f 300sq.mm 33 P/F heat shrinkable outdoor termination kit for 11Kv (E) XLPE HT cable erected and connected to the supply with insulated sleeves,additional lugs & nut bolts for all core for 3 core cable with HT testing at site etc complete a 70-95sq.mm b 120-185sq.mm c 240-300sq.mm d 400sq.mm 34 P/F Heat shrinkable indoor termination kit for 11Kv (E) XLPE HT cable erected and connected to the supply with insulated sleeves,additional lugs & nut bolts for all core for 3 core cable with HT testing at site etc complete a 70-95sq.mm b 120-185sq.mm c 240-300sq.mm d 400sq.mm 35 P/F Heat shrinkable straight through joint kit for 3 core, 11Kv (E) XLPE HT cable etc complete a 70-95sq.mm b 120-185sq.mm c 240-400sq.mm 36 Providing and laying Alu. conductor 3 core, XLPE / PVC 33KV armoured cable a 95sq.mm b 120sq.mm c 150sq.mm d 185sq.mm e 240sq.mm f 300sq.mm 37 P/F heat shrinkable outdoor termination kit for 33Kv (E) XLPE HT cable erected and connected to the supply with insulated sleeves,additional lugs & nut bolts for all core for 3 core cable with HT testing at site etc complete a up to 70sq.mm b 95-150sq.mm c 185-240sq.mm d 300-400sq.mm 38 P/F Heat shrinkable indoor termination kit for 33Kv (E) XLPE HT cable erected and connected to the supply with insulated sleeves,additional lugs & nut bolts for all core for 3 core cable with HT testing at site etc complete a up to 70sq.mm b 95-150sq.mm c 185-240sq.mm d 300-400sq.mm 39 P/F Heat shrinkable straight through joint kit for 3 core, 33Kv (E) XLPE HT cable etc complete a up to 70sq.mm b 95-150sq.mm c 185-240sq.mm d 300-400sq.mm 40 P/F Heat shrinkable straight through joint kit for flexible PVC sheathed submersible type copper cable. a 4 core 2.5 sq mm b 4 core 4 sq mm c 4 core 6 sq mm d 4 core 10 sq mm e 4 core 16 sq mm f 4 core 25 sq mm g 4 core 35 sq mm 41 P/F HT capacitor suitable for 3.3KV in suitable banking 42 Making fabrication work using 16 gauge metal sheet with bending, cutting, drilling and welding complete 43 Powder coating in siemens gray colour 44 Making Iron work for fabrication with bending, cutting, drilling and welding complete 45 Epoxy painting on both side of approved colour shade of provided iron work 46 P/F GI strip of suitable size 47 P/F M.S. stand for fire bucket 48 P/F Wall hook for fire bucket 49 P/F G.I fire bucket 9Lit 50 P/F Instruction chart 51 Pair of rubber hand gloves 52 Supplying and erecting fire extenguisher 4.5Kg 53 P/F High voltage insulating Electromat confirming to IS 15652 :2006 a Suitable for 3.3KV. b Suitable for 11KV. c Suitable for 33KV. 54 Providing and laying double wall corrugated pipes (DWC) of HDPE for enclosing cable below ground/road surface, to required depth complete a 50 mm b 75 mm c 90 mm d 120 mm e 160 mm f 175 mm g 200 mm 55 P/F Flood light LED fitting for street light a 50W b 70W c 100W d 120W e 155W f 195W 56 P/F aluminium PVC unarmoured cable 2 X 6sq.mm of 1.1kv grade 57 P/F mini feeder pillar triple pole with 200A MCCB as incomer etc complete 58 P/F mini feeder pillar triple pole with 300A MCCB as incomer etc complete 59 P/F fencing of section having size 2450 mm in height from ground level and 1200 mm width with angle iron frame work complete 60 P/F double leaf hinged door each 1500 mm in width x 1850 mm in height using B class, GI pipe with angle iron supports, chain link wire meshcomplete 61 P/F 50 x 50 x 6mm angle iron corner support 0.5m away from fence support fixed etc. 62 Providing and fixing ultra violet storage type water purifier (RO+UV+UF) with softener for safe drinking water consisting of UV germicidal tube of 8W capacity choke made of copper wire and two indicator lamps 63 P/F analog Ammeter for measuring current 64 P/F analog Voltmeter for measuring voltage 65 Providing and laying XLPE armroured cable for 3.3KV with ISI mark 1 core 630 sq.mm. stranded aluminium wire in an approved manner. 66 P/F heat shrinkable outdoor termination kit for 3.3Kv (E) XLPE HT cable erected and connected the supply with insulated sleeves,additional lugs nut bolts for 1 x 630 sqmm cable with HT testing site etc complete 67 P/F programmable logic controller for Thyristor logic KPOPF – 406 – T. 68 P/F Injector module for Thyristor logic KPIPF 406 – T. 69 P/F Zero switching module for Thyristor logic KPZPF – 406 – T. 70 P/F current generator 440V, 50Hz, for final compensation of real time PFC after basic compensastion using programmable logic controller, relay module, ZCS control thyristor units with its software, hardware, power and control cabling etc complete. a Up to 42A b 42A to 56A c 70A to 105A. d 112A to 140A 71 P/F ROM-51 memory controller with accessories along with routine software program for Thyristor logic. 72 P/F ROM-51 memory controller with accessories along with routine software program for zero switching logic. 73 P/F voltage transformer with 11V, 18-0-18V, 22V, 8V secondary. 74 P/F output module for soft starter-KPOSS-306. 75 P/F proportional Integral card with operational amplifier KPISS-306. 76 P/F analog to Digital converter ATD-09. 77 P/F MCR-31 Main controller with accessories. 78 P/F 7-Segment common anode display controller DSP-79 with accessories. 79 P/F RAM-64 memory unit with accessories. 80 P/F ROM-SS-64 memory unit with accessories along with routine software program. 81 P/F ROM-SS-51 memory unit with accessories along with routine software program 82 P/F flat band cable set 26pin. 83 P/F flat band cable set 20pin. 84 P/F glass type relay O/E/N RL-24. 85 P/F 2A fuse box of EI for power supply (20Nos). 86 P/F 2A glass fuse base open type FBO. 87 P/F tertiary current transformer 88 P/F PLA relay 24D 1NO RDRL-24. 89 P/F SMPS ripple filter choke 5V DC, 1500mA. 90 P/F 24VDC, 10A Electromechanical relay PLA and snubber. 91 P/F voltage transformer with O/P 6.8V, 11.5V, 22.5V Delta to star. 92 P/F programmable logic controller module for contactor logic KPOPF – 406 – C. 93 P/F injector module for contactor logic KPIPF – 406 – C. 94 P/F relay module for contactor logic KPRLPF – 406 – C. 95 P/F ROM-51 memory controller with accessories along with routine software program for contactor logic. 96 P/F thyristor back to back connected suitable for following starters and Capacitor banks. a 75HP. b 120HP. c 215HP. d 300HP. e 10KVAR f 15KVAR g 20KVAR h 25KVAR i 30KVAR 97 P/F inductor suitable for following Capacitor banks. a 10KVAR b 15KVAR c 20KVAR d 25KVAR e 50KVAR 98 P/F electrical contactors. a 32A. b 40A. c 70A. d 110A. e 200A. f 300A. g 400A. h 650A 99 P/F main contact kit for power contactor. a 32A. b 40A. c 70A. d 110A. e 200A. f 300A. g 400A. h 650A 100 P/F HRC fuses. a 40A. b 50A. c 63A. d 100A. e 125A. f 160A. g 200A. h 250A. i 315A. j 400A. k 630A. l 800A. 101 P/F fuse bridges. a Up to 32A. b 63A. c 160A. d 250A. e 800A. 102 P/F change over switches. a 63A. b 125A. c 200A. d 250A. e 315A. f 400A. g 630A. h 800A. i 1000A. 103 P/F timers. a ET-100. b Star-Delta. 104 P/F FASD starter. a ML2 b ML3 c ML4 105 P/F energy efficient street light fitting using 36W CFL lamps complete. 106 P/F 11KV HT fusegear for fuse switch unit of CGLucy 107 Actuator control unit. a P/F forward / reverse contactor b P/F over load relay. c P/F contact kit 108 Providing and laying copper conductor 12 core 2.5sq.mm XLPE/PVC armoured 1.1KV grade cable 109 P/F electronic control unit suitable for up to 175HP, control Supply 240V AC, Power Suply 415V AC, with all test and trials complete. 110 P/F electronic control unit suitable for up to 300HP, control Supply 240V AC, Power Suply 415V AC, with all test and trials complete. 111 P/F limit Switch for gate 112 P/F 10 Turns Preset. 113 P/F panel accessories such as push button with indicators, NO/NC contact, emergency stop push button, copper lug for control cable, gasket, etc complete. 114 P/F C I pipe type earthing etc complete. 115 P/F 230V, 2 C/O panel mounted relay. 116 P/F single phasing preventer relay 117 P/F single phase, under voltage, over voltage protection relay. 118 P/F oil temperature sensing relay 119 P/F winding protection relay 120 P/F reverse rotation sensing relay 121 P/F Motor protection relay for LT motor 122 P/F Control transformer with protection circuit 123 P/F PVC type earthing chambers with accessories for earthing. 124 Power contactor coil LC-1F 330 125 P/F sequence controller 126 Providing, fixing termination box for submersible pump to ATS starter with bus bar, terminations etc complete 127 Providing and laying 95sq.mm copper conductor 1 core flexible PVC unarmoured 1.1KV grade cable 128 Energy meter panel a P/F Energy meter single phase 230V, 50Hz, 10A supply complete b P/F Energy meter 3 Phase, 4 wire, 50Hz, 100A supply complete c P/F L.T. Current transformer of suitable ratio d Making fabrication work using 16 gauge metal sheet with bending, cutting, drilling and welding complete e Powder coating in siemens gray colour f Control wiring using copper wire, ferrule, lugs, tie saddle, spiral etc complete. g Panel accessories such as hardware, gasket, insulator, panel knob, panel lock for each feeder complete . h Dismantling of old meter panel by disconnecting connections of all cables, etc complete i Installation of new meter panel by fixing meter box, making incoming and out going connection etc complete. 129 Starter Panel a P/F digital ammeter for measuring current b P/F digital voltmeter for measuring voltage c P/F selector switches for voltmeter & ammeter d P/F light emitting diode type indicator e P/F L.T. Current transformer of suitable ratio f Providing and fixing Main Incommer 63A moulded case circuit breaker g P/F 100A Busbar chamber with triple pole neutral aluminium bus bar h Making fabrication work using 16 gauge metal sheet with bending, cutting, drilling and welding complete i Making Iron work for fabrication with bending, cutting, drilling and welding complete j Powder coating in siemens gray colour k P/F DOL ML 1.5 starter l P/F FASD ML2 starter m P/F FASD ML3 starter n P/F FASD ML4 starter o P/F Over load relay. p Control wiring using copper wire, ferrule, lugs, tie saddle, spiral, etc complete. q Local/remote wiring using copper wire, ferrule, lugs, tie saddle, spiral, etc complete. r Panel accessories such as hardware, gasket, insulator, panel knob, panel lock, bus bar terminals, etc complete. s Dismantling of old starter panel by disconnecting connections of all cables, etc completet Installation of new starter panel by fixing starter panel, making incoming and out going connection etc complete. u Terminations main outgoing cables by using lugs glands etc complete. 130 LT Panel, Changeover Panel, Distrubution Panel, Feeder Panel a Power wiring up to 63A feeder using copper wire, lugs, tie saddle, spiral etc complete. b Control wiring for metering using copper wire, ferrule, lugs, tie saddle, spiral etc complete. c Panel accessories such as hardware, gasket, insulator, backlite, panel knob, panel lock, push button with indicators, heavy duty connectors earthing arrangement, etc complete for following feeders i Up to 100A ii 100A to 250A iii 250A to 400A iv 400A to 800A d Dismantling, disconnecting connections of all cables, shifting old panel in godown etc complete of following capacity. i Up to 100A ii 100A to 250A iii 250A to 400A iv 400A to 800A e Installation of panel at desired place including loading unloading and transportation of following capacity i Up to 100A ii 100A to 250A iii 250A to 400A iv 400A to 800A f Making new terminations of main incoming/outgoing cables, etc complete for following feeders. i Up to 100A ii 100A to 250A iii 250A to 400A iv 400A to 800A g Interlocking, forward/reverse, timing and control circuit/star delta circuit etc control wiring using copper wire, ferrule, lugs, tie saddle, spiral, etc complete for one feeder. 131 P/F 3 phase street light timer controller of 60 A per phase rating with in-built relay, timer, protections, display 132 Providing, fixing and testing of HT TOD meter of appropriate class with required accessories along with co ordnation with MSEDCL complete. 133 Providing, fixing and testing of LT TOD meter of appropriate class with required accessories along with co ordnation with MSEDCL complete. 134 P/F Motor protection circuit breaker 135 P/F 3 Phase heavy duty industrial socket. 136 P/F 1 Phase heavy duty industrial socket. 137 P/F and erecting 6mm Polycarbonate multiwall ultravoilet protected sheet for roofing over fabricated steel structure as per detail design, including fixing the Polycarbonate sheet with alluminium angle & Flat anodized & dyed as per approved shade including all water proofing materials, nuts bolts hardware, labour & square pipe, angles, fabrication complete including all hardware etc. as required . (only actual area of polycarborted sheet to be considered for measurements) 138 Making isolation circuit using AB switch / D.O. Set for single pole & converting the cutpoint by dismantling with nessasary material, jumping, earthing along with arrangement of shutdown etc. complete. 139 P/F diesel filling pump for filling diesel in dg sets from store tanks etc complete. 140 P/F meter box for single phase energy meter complete. 141 P/F meter box for three phase energy meter with compartment for mccb/mcb etc complete. 142 P/F of spares for DG control panel a Flush mounted panel meter three phase four wire for frequency etc. b 12V/80AH Battery c 12V/100AH Battery d 12V/150AH Battery e 12 V/180AH Battery f 12V/200AH Battery g Battery water h EPU unit i AVR j AMF Controller k Voltmeter DC l Ammeter DC m Push button n ESR D1 o 12V battery charger p 24V battery charger q Overload relay r Relay s Electronic Timer t Hooter u Connector 143 Reconditioning of transformer a Inspection of distribution transformer on HV and LV side b Dismantling the distribution Transformer from the plinth / foundation c Providing and filling Transformer oil d Painting of transformer using smoke gray paint complete e Providing and rewinding of copper material for HT coils f Heating of core and winding, including removing of moisture etc complete g Providing oil arresting sheet for low tension side of R Y B studs, 5mm thick properly fitted in the studs of transformer. h Providing oil arresting sheet for top cover of oil chamber, LT connection box, oil tank etc parts ,5mm thick properly fitted in the top cover and nut bolts of transformer i Providing R Y B stud bushings over the oil arresting sheet on the studs of transformer . j Reinsulation by high quality uniform covering throughout of 11KV windings using accessories complete k Reinsulation by high quality uniform covering throughout of 415V windings using accessories complete l Repairing and servicing of tap changer of transformer m Transformer oil filtration n Changing silica jel of breather and adding breather oil. o Loading, unloading and transportation of transformer. p Attendance, engineering charges for connection of HT/LT cables and giving satisfactory test & trials of transformer complete 144 P/F Analog input module AI 2xI, 4-wire transmitter (+/-20 mA /13 bits+sign, 4 mA to 20 mA/13 bits), standard 145 P/F Analog input module AI 4xI, 2wire- MU(4..20mA), standard 146 P/F Digital output module DO 8xDC24V/0.5A, supports isochrone mode 147 P/F Power module PM-E for electronic modules, 24 VDC, with diagnostics 148 P/F Digital input module DI 8xDC24V, supports isochrone mode 149 P/F IM151-8PN/DP central processing unit work memory 192KB; 0.06ms/1000 instructions; PROFINET connection; S7 communication (loadable FBs/FCs); PROFINET IO-Controller; supports RT/IRT; PROFINET interface and 3 ports; MRP; PROFINET CBA; PROFINET CBA-Proxy; transport protocol TCP/IP, 150 P/F Communication module with a serial interface (RS232, RS422 or RS485) and Modbus master log with 8 byte I/O interface 151 P/F Communication module with a serial interface (RS232, RS422 or RS485) and Modbus slave log with 8 byte I/O interface 152 P/F Programmable logic controller 1769 TW Digital input module 32 point. 153 P/F Programmable logic controller 1769 Analog input module 8C 0-10V 0-20 154 P/F Programmable logic controller 1769 Digital output module 32 point. 155 P/F Programmable logic controller 1769 Power unit. 156 P/F Programmable logic controller 1769 Compact I/O to DSl module. 157 P/F Programmable logic controller 1769CMPAC Logix processor ethernet 2MB 158 P/F Programmable logic controller 1969 Endcap right. 159 P/F Laser printer Spares for VCB 160 P/F closing coil assembly- 4VC49-110 161 P/F tripping coil assembly- 4VC49-106 162 P/F micro switch 163 P/F breaker auxiliary switch 164 P/F spring charging motor 165 P/F closing shaft with spring. 166 P/F tripping shaft with spring. 167 P/F charging handle assembly 168 P/F pinion gear assembly 169 P/F spur gear assembly 170 P/F bridge rectifier 171 P/F spring for tripping catch 172 P/F tripping catch assembly 173 P/F closing catch assembly 174 P/F driving rod assembly 175 P/F nut assembly 176 P/F cam shaft assembly 177 P/F vacuum interrupter Spares for VC 178 P/F closing coil assembly for VC 179 P/F tripping coil assembly for VC 180 P/F 2 Pole auxiliary switch 181 P/F micro switch 182 P/F bridge rectifier 183 P/F vacuum interrupter 184 P/F contact shroud assembly 185 P/F PDS assembly- 4VC19-0027/01 186 P/F shutter assembly- 3VB79-310/04 187 P/F 5 pole auxiliary switch- J309-022 HT Panel Spares 188 P/F moulded contact shrouds- 1VB79-0009/04 189 P/F shutter assembly- 3VB79-0087/02 190 P/F push button- green button with spring. 191 P/F push button- red button with spring. 192 P/F PDS assembly- with fixing nut bolt- 4VC19- 0027/03 193 P/F insulated stud assembly 194 P/F flexible jumper with fixing bolt- 3VC19-0009 195 P/F coupling 196 P/F bus conductor- upper- 4VC13-0002 197 P/F bus conductor- lower 198 P/F top cover for U barrier- 4VC19-0117/01 199 P/F 16 Pin plug with socket- 4VC46-0303 200 P/F PT fuse 201 P/F voltage transformer (PT) of suitable Ratio secondary 110VAC and suitable class: 202 P/F current transformer (CT) of suitable ratio secodary 5A and suitable class. 203 P/F TNC switch 204 P/F local remote switch 205 P/F PVC shroud- CT/PT/CR surg 206 P/F PVC shroud- 630A 207 P/F contact shroud for PT. 208 P/F rubber gasket for door 209 P/F bushing plate- VCB 210 P/F control fuse with assembly, 440V 211 P/F loose vacuum contactor [Electrically held] type JVE1-604. 212 P/F loose vacuum Contactor for soft starter MVC400D, 400Amp, 3.3KV, 2P, Control supply 220VDC, Solenoid type, with 3 economy resistance- CVC0004, 213 P/F electronic timer suitable in HT starter. 214 P/F Over current, Earth fault relay and short circuit protection relay and retrofitting if required. 215 P/F Under voltage/ Over voltage protection relay and retrofitting if required. 216 P/F Master trip relay and retrofitting if required. 217 P/F Trip circuit supervision relay and retrofitting required. 218 P/F auxillary relay for contact multification RE-300 Aux supply: 110V AC / DC 219 P/F auxiliary contactor for vaccum contactor operation 110VDC with resistor complete. 220 P/F limit switch for service & test position 2 Pole. 221 P/F tripping relay VAJH 3NO + 1NC, 110VDC 222 P/F selector switch for HT panel 223 P/F breaker operated switch 10 pole, 5NO + 5NC. 224 P/F power pack unit Input: 110V AC, Output: 110VDC 225 P/F On line UPS pure sine wave with standard features a 1KVA b 2KVA c 3KVA d 6KVA e 10KVA 226 P/F SMF battery a 12 V/17Ah -18Ah b 12 V/26Ah c 12 V/42Ah d 12 V/65Ah e 12 V/100Ah 227 P/F fixed resistor 1000 ohms. 228 P/F safety switch for VC HRC fuse P/F blow pole 1C/O 229 P/F connecting rods for safety switch 230 P/F safety switch for VC trunk Interlock 2 Pole NO + 1NC.231 P/F high voltage 3.6KV HBC fuse links for short circuit protection. 232 P/F and giving satisfactory test and trials of 3.3 KV 104Kvar Capacitor panel as per rate analysis. 233 P/F and giving satisfactory test and trials of 3.3 KV 208Kvar Capacitor panel as per rate analysis. 234 P/F MM30 type protection relay Machining and fabrication works for couplling of actuator and valve 235 P/F Universal joint 236 P/F Mounting bracket 237 P/F Flange 238 P/F Coupler 239 P/F Shaft coupler 240 P/F Additional shaft 241 P/F Fastener bolt, hardware, etc accessories 242 P/F 0.6mm GI sheet 243 P/F regular/ standard model Ceiling fan complete 244 P/F ISI mark modular type (two module) electronic step regulator for fan 245 P/F condenser 2.5 micro farad for ceiling fan 246 P/F anchor type fastener fan hook, with 2 nos. of 10 mm dia x 75 mm long with necessary materials for ceiling fan. 247 P/F fan clamp of 30 x 5 mm. M.S. flat of required length and 10 mm. M.S. bolt and nuts erected with necessary hook of 10 mm. M.S. round bar and painted. 248 P/F fan hook of 10 mm. M.S. round bar grouted in RCC slab 249 P/F ‘B’ grade G.I. pipe / M.S. pipe down rod duly painted for fan complete erected with PVC three core flexible cable 1 sq. mm copper PVC wire 250 P/F heavy duty exhaust Fan 251 Refilling of fire extinguisher of by dismantling from site to workshop for refilling which includes removing of existing powder and cleaning the cylinder, delivery pipe , nozzle internally and refilling new powder complete with reinstalling properly at site 252 Dismantalling old rusted perforated type cable tray.253 P/F hot dipped galvanized perforated type cable tray manufactured from 16 swg (1.6 mm thick) GI sheet of 100 mm width with necessary coupler plates and hardware in approved manner etc complete. 254 P/F, testing and commissioning split type variable speed Inverter technology room Air conditioning unit 1.5 TR capacity suitable to operate on 250V, 50 cycles, A.C.supply having 1 no of air handling unit hiwall / floor mounting type complete. 255 P/F, testing and commissioning split type variable speed inverter technology room Air conditioning unit 2 TR capacity suitable to operate on 250V, 50 cycles, A.C. supply having 1 no. of air handling unit hi-wall/ floor mounting type complete 256 P/Laying PVC insulated PVC round sheathed 2.5 sq.mm 3 core flexible multi stranded copper Industrial cable for voltage grade up to 1.1 kV 257 P/F copper pipe suitable for refrigeration system having size 12.7 mm complete. 258 P/F bracket for split type AC 259 P/F copper pipe suitable for refrigeration system having size 15.9 mm complete. 260 P/F Elastomeric Nitrile rubber / foam tube type sleeves for over coating and insulating on provided copper pipes having sizes 12 mm 261 P/F Elastomeric Nitrile rubber / foam tube type sleeves for over coating and insulating on provided copper pipes having sizes 16 mm 262 P/F rigid PVC pipe 20 mm dia.with PVC accessories for drain 263 Carrying out core cutting of size 3 to 5 dia x 15 length in the C.C./rock/stone wall with the help of specialized core cutting machine in proper manner and finishing the site as original. 264 Providing, Installation, Testing and commissioning of borewell type maintenance free chemical earthing comprising of Electrode of 80 mm diameter rod of Length 3m along with 25 kg Carbon based environment friendly back fill ground enhancing compound required to fill up the excavated earth with required quantity complete. 265 Providing, Installation, Testing and commissioning of borewell type maintenance free chemical earthing comprising of Electrode of 80 mm diameter rod of Length 1.5m along with 15 kg Carbon based environment friendly back fill ground enhancing compound required to fill up the excavated earth with required quantity complete. 266 Providing and making platform by making excavation for foundation, situ cement concrete of M-10, uncoursed rubble masonry of trap, rubble stone soling 15cm to 20dc thick including hand packing and compacting, situ cement concrete of M20 grade trap, steel bar rainforcement of various diameters for RCC work, sand faced plaster externally in cement mortar, etc complete 267 Providing hand drill Machine 268 Providing hand grinder 269 Providing Crimping tool up to 400sq.mm 270 Providing Insulator tester ( Megger ) cranking type having metal body of range 100 Volts 1000 Ohms 271 Providing fix spanner set 12 piece set 6 -32 mm 272 Providing Bi-hexagon Ring spanner 12 piece set 6 - 32 mm 273 Providing screw driver a Screw driver Engineering pattern 6 X 300 mm b Screw driver Engineering pattern 8 X 200 mm c Screw driver Engineering pattern 5 X 200 mm d Screw driver Engineering pattern 5 X 300 mm e Screw driver with green neon bulb line tester 3.6 X 60 mm 274 Providing Multimeter 275 Providing Tong Tester ( Clip on meter ) of range 0- 10-30-100-1000 Amps and 0-300-600 Volts 276 Providing Ball pen hammer with handle 800 gm 277 Providing Hack saw frame 300 mm size with heavy duty blade 278 Providing blower 279 Providing single phase welding machine 280 P/F fixing isolator suitable for 33KV capacity 281 Providing office regular with handle chair 282 Providing fabricated powder coated rack 283 Providing computer table 284 Providing 18 compartment steel clothes locker with powder coating, locking arrangement, etc complete. 285 Providing regular office wooden table 286 Providing wooden chair 287 Providing and fixing Openable Steel Storage of 750 x 450 x 2100Ht, with 4 adjustable shelves, Complete body & shutter made in 0.8mm thick & Top in 2mm thick CRCA, Shutter to be mounted with the help of cuphinges, and adjustable levelers, enitre storage in powder coated finish with 60 to 80 microns 288 Providing and fixing Openable Steel Storage of 750 x 450 x 1200Ht, with 2 adjustable shelves, Complete body & shutter made in 0.8 mm thick & Top in 2 mm thick CRCA, 2 Shutter to be mounted with the help of cup hinges, and 4 adjustable levelers, enitre storage in powder coated finish 289 Providing & Arrangemnt of High Back chair, Synchronized Mechanism with Multiple Locking, Armrest, Gaslift for Seat height adjustment, Standard 5-prong P/Nylon Base with Leatherite Upholstery 290 P/F disc type insulator suitable for 33 KV line complete erected with suitable Hardware on provided cross arms as per IS. 291 P/F pin type insulator suitable for 33 KV line, complete erected with suitable hardware on provided cross arms. 292 P/F G.I. stay set for poles, including loop insulators at inaccessible height complete with anchor plate 300 x 300 x 6 mm., straining screws, G.I. stay wire 7/8 SWG, G.I. stay rod 20 mm x 1.8 meter length and pole clamps duly erected in provided cement concrete foundation. 293 Providing and fixing Nut bolts and Sundries etc accessories 294 Making isolation circuit for all 3 phases and interlocking the same to provide 33KV output from 2 Nos of 33KV input feeders using accessories etc complete. 295 Dismantling the existing old 33KV circuits and all jumps, accessories, etc complete. 296 Providing and fixing safe shade ESE type lighting arrestor system complete with following details. a P/F safe shade ESE type lighting arrestor as per NFC17-102 (2011) UNE 211862011 standards, CPRI tested, area covered 107 Mtr, etc complete. b P/F GI mast 5mtr long wth base plate complete c P/F 6 Digit counter, etc complete d P/F accessories for lightning arrestor, etc complete. e P/F test link box etc complete. f Providing, laying and terminating single core 35sq.mm copper flexible cable for earthing 297 Providing and making overhead cablling works for clarifier bridge slipring a P/F slipring b Providing and laying copper conductor 1.5sq.mm X 4 core XLPE/PVC 1.1KV grade cable c P/F hardware, bobbin, anchor fastners, cork sheet etc accessories for slipring fixing works. d P/F GI wire of high purity of different sizes used for earthing. e P/F attachment to slipring for entering cable from top using GI pipes, coupling, flange, bend, by machining and threading the components so that cable will remain fix when clarifier is rotating. f Making arrangement using provided GI wire, bobbins to carry the provided cable overhead from filter to clarifier. g Making terminations for slipring main panel, clarifier panel, etc.Part B- Annual maintenance contract 1 Servicing and overhauling of APFC panels. A Servicing of APFC panel by making terminations of power and control wiring using appropriate wire, lugs, tie, saddle, ferrules, tightening all connections, changing hardware, insulator, gasket, replacing provided blown fuses, fuse base, indicators and other parts as required in engineering manner for each bank complete as follows. a Control feeder for 1 to 5KVAR bank. b Control feeder for 5 to 10KVAR bank. c Control feeder for 10 to 20KVAR bank. d Control feeder for 20 to 30KVAR bank. e Control feeder for 30 to 50KVAR bank. B Servicing of main programmable logic controller injector module, ZCS module, by correcting dry solder, calibrations of three phase voltage, currents, all parameters, power supplies, tightening all connections, adjusting preset values to maintain unity power factor, checking transformer voltages, current ratios, checking of panel & cleaning of panel complete. 2 Servicing and overhauling of soft starters. Servicing of contactor by changing provided contact kits, coil, terminations, control wiring using appropriate wire, lugs, tie, saddle, ferrules, bus bars, changing hardware insulator, gasket, indicators, voltmeter, ammeter, selector switches, servicing of analog card, digital card, display card, correcting dry solder, calibrations of three phase voltage, currents, all parameters, power supplies, adjusting preset values, checking transformer voltages, current ratios, termination of incoming outgoing cables as required. Also tightening of connections, cleaning of panel complete. a 70 to 90HP. b 90 to 120HP. c 120 to 150HP. d 150 to 215HP. e 215 to 300HP. f 300 to 1000HP 3 Servicing and overhauling of starters. Servicing of contactor by changing provided contact kits, coil, terminations, power and control wiring using appropriate wire, lugs, tie, saddle, ferrules, bus bars, changing hardware insulator, gasket, indicators, push buttons, voltmeter, ammeter, selector switches checking oil level and top up, auto transformer links, termination of incoming outgoing cables as required. Also tightening of connections, setting of timers and cleaning of panel complete. a 3 to 7.5HP. b 7.5 to 12.5HP. c 12.5 to 20HP. d 20 to 30HP. e 30 to 50HP. f 50 to 70HP. g 70 to 90HP. h 90 to 120HP. i 120 to 150HP. j 150 to 215HP. k 215 to 300HP. 4 Servicing and overhauling of distribution panels. Servicing ,repairing of distribution panels by checking terminations, power and control wiring using appropriate wire, lugs, tie, saddle, ferrules, bus bars, changing hardware insulator, gasket, provided indicators, voltmeter, ammeter, selector switches termination of incoming outgoing cables as required. Cleaning of panel, tightening of all connections of feeders of following capacity. a Up to 32A b 32A to 63A c 63A to 100A d 100A to 150A e 150A to 200A f 200A to 250A g 250A to 400A h 400A to 630A i 630A to 800A j 800A to 1000A k 1000A to 1250A l 1250A to 1600A 5 OCB to MCCB conversion. Dismantling output starter’s cable terminated to OCB, dismantling incoming and outgoing bus bar of OCB to main LT panel, dismantling OCB from main LT panel properly. Making iron frame for fitting of MCCB. Fitting of MCCB in main LT panel with proper hardware, covering the front open portion with 16SWG MS sheet with adjusting slot for MCCB handle. Terminating the R Y B connection of MCCB with main LT panel’s bus bar using appropriate rating of copper flexible cable and proper copper lugs. Reconnect the output’s starter cable to MCCB, taping all power connections, checking terminations, power and control wiring using appropriate wire, lugs, tie, saddle, ferrules, bus bars, changing hardware insulator, gasket, indicators, voltmeter, ammeter, selector switches. Replacing indicators and other parts as required. Cleaning of panel, tightening of all connections. 6 Servicing and overhauling of actuator electrical control module. Servicing of actuator electrical control module by servicing of contactor by changing provided contact kits, coil, checking terminations, power and control wiring using appropriate wire, lugs, tie, saddle, ferrules, bus bars, changing hardware insulator, gasket, indicators, voltmeter, ammeter, selector switches termination of incoming outgoing cables as required. Replacing blown fuses, fuse base, indicators and other parts as required. Cleaning of panel, tightening of all connections. 7 Callibrating all presets/sensor for gate/screen with open/close and electronic indication system. Checking control wiring for remote and local operation, adjusting limit switches with proper close and open, giving satisfactory test and trials of remote and local system etc complete. 8 Servicing and overhauling of alum mixer control module. Servicing of alum mixer module by servicing of SFU, servicing contactor by changing provided contact kits, coil, checking terminations, power and control wiring using appropriate wire, lugs, tie, saddle, ferrules, bus bars, changing hardware insulator, gasket, indicators, voltmeter, ammeter, selector switches termination of incoming outgoing cables as required. Replacing blown fuses, fuse base, indicators and other parts as required. Cleaning of panel, tightening of all connections. 9 Servicing and overhauling of chlorine plant control module. Servicing of chlorine plant module by servicing of SFU, servicing contactor by changing provided contact kits, coil, checking terminations, power and control wiring using appropriate wire, lugs, tie, saddle, ferrules, bus bars, changing hardware insulator, gasket, indicators, voltmeter, ammeter, selector switches termination of incoming outgoing cables as required. Replacing blown fuses, fuse base, indicators and other parts as required. Cleaning of panel, tightening of all connections. 10 Servicing and overhauling of clarifier control module. Servicing of clarifier module by servicing of breaker, servicing contactor by changing provided contact kits, coil, checking terminations, power and control wiring using appropriate wire, lugs, tie, saddle, ferrules, bus bars, changing hardware insulator, gasket, indicators, voltmeter, ammeter, selector switches termination of incoming outgoing cables as required. Replacing blown fuses, fuse base, indicators and other parts as required. Cleaning of panel, tightening of all connections. 11 Servicing and overhauling of HT substation. a Servicing and overhauling of 4 pole structure, servicing air break switch by polishing contacts, applying jelly to contacts, alignment of AB switch, servicing and overhauling of D.O. set by polishing hansa and punja, applying jelly to all hansa and punja, changing fuse link tightening of connections, changing hardware, changing ACSR jumper links by properly lugging and binding using alkathene pipe. HT taping of connections, checking of insulators, insulation test of total installation and earth test of earthing pits. b Cleaning of substation area, painting of 4 pole structure , fencing and gate using aluminium paint and scraping old paint. Painting of transformers using AD gray paint and scraping old paint. 12 Servicing and overhauling of 33KV H.T. Substation at Gangapur Dam pumping station. a Servicing of air break switch by polishing contacts, applying jelly to contacts, alignment of AB switch, tightening connections, changing hardware, etc complete. b Painting of gantry structure for air break switch by cleaning all poles channels using aluminium paint 3 coats. c Servicing of D.O. set by polishing hansa and punja, applying jelly to hansa and punja, tightening connection, changing hardware and fuse wire, etc complete. d Painting of gantry structure for D.O set by cleaning all poles channels using aluminium paint 3 coats. e Servicing of PT by checking, lugging, tightening HT and earthing connections, checking, tightening secondary connections, measuring voltages at out put for main bus, bus-1 and bus-2. f Painting of gantry structure for main bus PT by cleaning all poles channels using aluminium paint 3 coats. g Painting of gantry structure for PT bus-1 and bus-2 by cleaning all poles channels using aluminium paint 3 coats. h Painting of PT for main bus, bus-1, bus-2 and MSEDCL by cleaning them and using smoke gray paint 3 coats. i Servicing of VCB by checking operating mechanism, alignment, applying jelly to various parts, control wiring, remote local operation, spring charging, insulation tests for main bus, bus-1 and bus-2. j Repairing servicing of control feeder panel for VCB/VC by checking terminations, power and control wiring using appropriate wire, lugs, tie, saddle, ferrules, bus bars, changing hardware insulator, gasket, indicators, termination of incoming outgoing cables as required. Cleaning of panel, tightening of all connections etc complete. k Servicing of CT by checking, lugging, tightening HT and earthing connections, checking, tightening secondary connections, measuring currents at out put for main bus, bus-1, bus-2. l Painting of gantry structure for VCB and CT for main bus, bus-1 and bus2 by cleaning all poles channels using aluminium paint 3 coats. m Painting of VCB for main bus, bus-1 and bus-2 by cleaning them and using smoke gray paint 3 coats. n Painting of CT for main bus, bus-1, bus-2 and MSEDCL by cleaning them and using smoke gray paint 3 coats. o Painting of gantry structure for MSEDCL CTPT structure by cleaning all poles channels using aluminium paint 3 coats. p Painting of gantry structure for cut point by cleaning all poles channels using aluminium paint 3 coats. 16 Repairing of analog input module AI 2xI, 4-wire transmitter (+/-20 mA /13 bits+sign, 4 mA to mA/13 bits), standard 17 Repairing of analog input module AI 4xI, 2wire- MU(4..20mA), standard 18 Repairing of digital output module DO 8xDC24V/0.5A, supports isochrone mode 19 Repairing of power module PM-E for electronic modules, 24 VDC, with diagnostics 20 Repairing of digital input module DI 8xDC24V, supports isochrone mode 21 Repairing of IM151-8PN/DP central processing unit work memory 192KB; 0.06ms/1000 instructions; PROFINET connection; S7 communication (loadable FBs/FCs); PROFINET IO-Controller; supports RT/IRT; PROFINET interface and 3 ports; MRP; PROFINET CBA; PROFINET CBA-Proxy; transport protocol TCP/IP, 22 Repairing of Communication module with a serial interface (RS232, RS422 or RS485) and Modbus master log with 8 byte I/O interface 23 Repairing of Communication module with a serial interface (RS232, RS422 or RS485) and Modbus slave log with 8 byte I/O interface 24 Repairing of Programmable logic controller 1769 TW Digital input module 32 point. 25 Repairing of Programmable logic controller 1769 Analog input module 8C 0-10V 0-20 26 Repairing of Programmable logic controller 1769 Digital output module 32 point. 27 Repairing of Programmable logic controller 1769 Power unit. 28 Repairing of Programmable logic controller 1769 Compact I/O to DSl module. 29 Repairing of Programmable logic controller 1769CMPAC Logix processor ethernet 2MB 30 Repairing of Programmable logic controller 1969 Endcap right. 31 Inhouse Programmable logic controller software devlopment charges. 32 On site commissioning of hardware, testing the complete system, terminations, power and control wiring using appropriate wire, lugs, tie, saddle, ferrules, termination of control cables as required. Cleaning of panel, tightening of all connections, etc complete. 33 Servicing and overhauling of programmable logic controller panels complete system. Servicing ,repairing of programmable logic controller panels by checking software routine, debugging software, analysing the ladder diagrams, checking hardware and relay module, terminations, power and control wiring using appropriate wire, lugs, tie, saddle, ferrules, termination of control cables as required. Cleaning of panel, tightening of all connections, etc complete. 34 Repairing, servicing of electromagnetic flow meter a P/F main kit PCB b P/F single card c Panel weather proof including internal wiring and components d Service charges e Setting and callibration of flow meter 35 Reparing of On line UPS pure sine wave by dismanteling, trasportation and reinstalling after repairing complete. a 1KVA b 2KVA c 3KVA d 6KVA e 10KVA 36 Servicing of DG control panel by servicing of EPU unit, battery charger, setting of timer, making control wiring using appropriate wire, lugs, tie, saddle, ferrules, bus bars, changing hardware procured from material list like voltmeter, ammeter, selector switches, connector, MCB, indicators, push buttons. Also tightening of connections and cleaning of panel complete. 37 Servicing and overhauling of battery charger panel Servicing and overhaulling of battery charger panel by checking terminations, power and control wiring using appropriate wire, lugs, tie, saddle, ferrules, bus bars, changing hardware insulator, gasket, provided indicators, voltmeter, ammeter, selector switches termination of incoming outgoing cables as required. Cleaning of panel, tightening of all connections, cleaning of battery terminals, checking battery voltages, battery cable lugs, etc complete 38 Servicing of RO/UV/UF water purifier by changing/cleaning of carbon filter, pre filter, sedement filter candles, cleaning of water purifier etc complete. 39 Repairing in point wiring wiring for light fan instrument with ISI mark 2-1sq.mm, copper wire PVC insulated 1.1KV grade with necessary accessories as required complete. 40 Repairing in power point wiring with ISI mark 2-1.5 sq.mm, copper wire PVC insulated 1.1KV grade with necessary accessories as required complete. 41 Repairing of board with necessary accessories as required complete. 42 Installation of transformer with loading, unloading, transportation 43 Carrying out necessary tests before and after charging transformer upto full load to satisfaction by connecting earthing, incomming and outgoing cables etc complete. 44 Providing minor repairs to existing plumbing system. 45 Providing major repairs to existing plumbing system. 46 Tracing out fault in cable/cable kit/cubical, removing the connection of cable, taking insulation test. After fixing new cable/cable kit, making termination of the cable again taking insulation test and giving satisfactory test and trials, etc complete. 47 Dismantalling temporary hangging wires accessories, etc complete. 48 Chiselling of wall for laying cable / mains, clamping it properly and refilling the broken wall by using POP etc complete. 49 Repairing, servicing of synchronization panel by servicing of contactor by changing provided contact kits, coil, servicing of electronic controller, control relays terminations, power and control wiring using appropriate wire, lugs, tie, saddle, ferrules, bus bars, changing hardware insulator, gasket, indicators, push buttons, voltmeter, ammeter, selector switches, termination of incoming outgoing cables as required. Also tightening of connections and cleaning of panel complete. 50 Annual Maintenance Contract for Power Genset includes routine check-up visits with following scope of work and all breakdown visits including spares and major repairs throughout the year. A 82.5KVA Gangapur Dam Pumping Station B 140KVA Shivaji Nagar WTP. C 250KVA Dwarka Pumping Station D 250KVA Gopalnagar Pumping Station E 400KVA Chehedi Pumping Station F 400KVA Nasikroad WTP. G 400KVA Gandhinagar WTP. H 400KVA Nilgiribag WTP. I 600KVA Panchavati WTP Scope of worka B check kit (oil filter set, fuel filter set) shall be changed as required. b Engine oil 15W40 suitable for genset shall be changed as required. c Air cleaner element shall be changed as required. d Coolant shall be filled and top up as required. e Checking temperature, removing leakages, checking battery voltage, battery charging voltage, output voltage, frequency, AVR, tappet setting for good performance of genset. f Routine checkup visits should be done monthly. g Apart from above scope of work all major works to be carried out including all spares of generator excluding panel, batteries as and when required through out the year except total engine failure, natural disaster like flood etc. 51 Transformer oil filtration 52 Making trench in soft soil for laying provided cable 53 Breaking bituminous/ concreate road by JCB/Tractor breaker complete. 54 Providing and casting in situ cement concrete M-15 / 1:2:4 of trap / granite / quartzite / gneiss metal, moulded or chamfered as per drawing or as directed for coping to plinth or parapet, including centering, form work, compacting, covering newly laid concrete by gunny bag, plastic or tarpaulin, roughening them if special finish is to be provided and curing and finishing if required etc. complete. (The cement mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Wooden planks / shuttering will not be allowed) 55 Providing and laying jointless a highly flexible elastometric coating for RCC / cementitious surface for terrace waterproofing on B.B. Coba / R.C.C, on perfectly clean surface (free from loose dust and foreign matter) application of 1st coat of Polydee- LM @ 700 gms/Square Metre and applying 2nd coat of Polydee-LM @ 700 gms/Square Metre and finishing complete. 56 Repairing, servicing of crane panel by servicing forward/reverse contactor. Checking control wiring, adjusting limit switches, giving satisfactory test and trials of control systems etc complete. 57 Dismantling, disconnecting connections of all cables of ATS starters as fer following details. a Up to 80 HP. b 80HP to 200HP c 200HP to 300HP. 58 Erection of ATS starter panel at desired place including loading unloading and transportation and grouting it properly, etc complete as fer following details a Up to 200 HP. b 200HP to 300HP. 59 Annual Electrical inspection, compliance, test reports of earthing, insulation test etc complete for substation. 60 Annual Maintenance Contract for surge arrestor includes routine checkup visits with following scope of work and all breakdown visits including all spares and major repairs throughout the year etc complete. a Checking of surge arrestor pnumatic system by checking valve, pressure gauge, level gauge, solenoid valve, servicing of surge arrestor tank component, giving test and trials of automatic functioning of magnetic level sensors, checking all pressure etc complete. b Checking of compressor piston ring, gasket, shaft, filter, oil seal, oil ring, discharge valve, inlet valve, oil filling/top up and giving satisfactory test & trials of compressor. i Compressor No-1 ii Compressor No-2 c Checking of control panel for surge arrestor unit by checking terminations, power and control wiring, lugs, tie, saddle, ferrules, bus bars, hardware insulator, gasket, indicators, voltmeter, ammeter, selector switches. Cleaning of panel, tightening of all connections etc complete. 61 Repairing servicing of VCB/VC by checking operating mechanism, alignment of contacts, applying jelly to various parts, tightening all connections, polishing contacts, checking auxiliary contacts, closing coils, terminal strips, VCB/VC operation, insulation tests and giving satisfactory test and trial complete. 62 Repairing servicing of control feeder panel for VCB/VC by checking terminations, power and control wiring using appropriate wire, lugs, tie, saddle, ferrules, bus bars, changing hardware insulator, gasket, indicators, termination of incoming outgoing cables as required. Cleaning of panel, tightening of all connections etc complete. 63 Repairing servicing and attending breakdown of CG Lucy unit by checking operating mechanism, alignment of contacts, applying jelly to various parts, tightening all connections, polishing contacts, checking fuses, top up oil level, oil BDV test, CG Lucy operation, insulation tests and giving satisfactory test and trial complete. 64 Servicing of OLTC by checking operating mechanism, alignment, applying jelly to various parts, checking of control panel operations and replacement of provided indicators, switches, control fuses, hardware, insulator, gasket, polishing contacts, power and control wiring using appropriate wire, lugs, tie, saddle, ferrules, termination of incoming outgoing cables as required. Cleaning of panel, tightening of all connections etc complete.
Contract Date: Jun 10, 2026 Contract Value : 94.40 Lakh
Government Departments No of Bidders 3
Maharashtra View Result →
31.
Power #11209663 AOC
Bids Are Invited For Repair, Maintenance, And Installation Of Plant/ Systems/Equipments (Version 2) - 3995405; 3995405; Service Provider-Providing And Fixing G.I. Pipes Complete With G.I. Fittings Including Trenching And Refilling Etc.External Work. 15 Mm Dia. Nominal Bore Providing And Fixing G.I. Pipes Complete With G.I. Fittings Including Trenching And Refilling Etc.External Work20 Mm Dia. Nominal Bore Providing And Fixing G.I. Pipes Complete With G.I. Fittings Including Trenching And Refilling Etc.External Work 25 Mm Dia. Nominal Bore Providing And Fixing G.I. Pipes Complete With G.I. Fittings Including Trenching And Refilling Etc.External Work 32 Mm Dia. Nominal Bore Providing And Fixing G.I. Pipes Complete With G.I. Fittings Including Trenching And Refilling Etc.External Work 40 Mm Dia. Nominal Bore Providing And Fixing G.I. Pipes Complete With G.I. Fittings Including Trenching And Refilling Etc.External Work 50 Mm Dia. Nominal Bore Same As Above But For Internal Work (Exposed On Wall) 15 Mm Dia. Nominal Bore Same As Above But For Internal Work (Exposed On Wall) 20 Mm Dia. Nominal Bore Same As Above But For Internal Work (Exposed On Wall) 25 Mm Dia. Nominal Bore Same As Above But For Internal Work (Exposed On Wall) 32 Mm Dia. Nominal Bore Same As Above But For Internal Work (Exposed On Wall) 40 Mm Dia. Nominal Bore Same As Above But For Internal Work (Exposed On Wall) 50 Mm Dia. Nominal Bore Providing & Fixing Full Way Stop Cock/G.M. Gate Valve Of Following Dia With Wheel, I.S.I. Mark Heavy Duty. Including Supply Of All Materials Labours, T&P Required For Proper Completion. 15 Mm Dia. Nominal Bore Providing & Fixing Full Way Stop Cock/G.M. Gate Valve Of Following Dia With Wheel, I.S.I. Mark Heavy Duty. Including Supply Of All Materials Labours, T&P Required For Proper Completion. 20 Mm Dia. Nominal Bore Providing & Fixing Full Way Stop Cock/G.M. Gate Valve Of Following Dia With Wheel, I.S.I. Mark Heavy Duty. Including Supply Of All Materials Labours, T&P Required For Proper Completion. 25 Mm Dia. Nominal Bore Providing And Fixing Ball Valve (Brass) Of Approved Quality, High Or Low Pressure, With Plastic Floats Complete :15 Mm Nominal Bore Providing And Fixing Brass Ferrule With C.I. Mouth Cover Including Boring And Tapping The Main :15 Mm Nominal Bore Providing And Fixing Unplasticised P.V.C. Connection Pipe With Ptmt Nuts, Collar And Bush Of Approved Quality And Colour. 15 Mm Nominal Bore With 45 Cm Length. Providing And Placing On Terrace (At All Floor Levels) Polyethylene Water Storage Tank Isi : 12701 Marked With Cover And Suitable Locking Arrangement And Making Necessary Holes For Inlet, Outlet And Overflow Pipes But Without Fittings And The Base Support For Tank Providing And Fixing Brass Bib Cock Of Approved Quality :15 Mm Nominal Bore Supply And Fixing Of 15Mm Dia Ci/P.V.C. Bib Cock Including Replacing Of Old Bib Cock Complete. Providing & Fixing Of 110 Mm P.V.C. Pipe 6 Kg/Cm2 Specials Such As Tee, Bend, Socket, Elbow Etc. Including Cutting Excavation Of Trenches Its Back Filling After Testing The Pipe Line, Watering, Ramming Etc. Complete Including Disposal Of Surplus Earth From The Site Up To 100 Metre As Per Direction Of Engineer-In-Charge As Required For Proper Completion Of Work. Providing & Fixing 15 Mm Dia C.P. Pillar Cock Of Approved Make Including Cost Of All Materials, Labours T&P Etc. Required For Proper Completion Of Work. Providing & Fixing Suitable P.V.C. Washer In Bib/Stop/Pillar Cock, Including Cost Of Washer, Labour T&P Etc. Providing And Fixing G.I. Union 15 Mm Nominal Bore Each Union In Existing G.I. Pipe Line, Cutting And Threading The Pipe And Making Long Screws Including Excavation, Refilling The Earth Or Cutting Of Wall And Making Good The Same Complete Wherever Required :15 Mm Nominal Bore. Same As Above But For G.I. Tee, Socket, Elbow, Bend Etc. Upto 50Mm Dia Providing And Fixing White Vitreous China Water Closet Squatting Pan (Indian Type) But Orissa Pattern W.C. Pan Of Size 580X440 Mm Providing And Fixing White Vitreous China Squatting Plate Urinal With Integral Rim Longitudinal Flush Pipe. Providing And Fixing White Vitreous China Wash Basin Including Making All Connections But Excluding The Cost Of Fittings :Flat Back Wash Basin Of Size 550X400Mm. Providing And Fixing Ptmt Waste Coupling For Wash Basin And Sink, Of Approved Quality And Colour.Waste Coupling 38 Mm Dia Of 83 Mm Length And 77Mm Breadth, Weighing Not Less Than 60Gms. Providing And Fixing P.V.C. Low Level Flushing Cistern With Manually Controlled Device (Handle Lever) Conforming To Is : 7231, With All Fittings And Fixtures Complete.10 Litre Capacity - White Providing And Fixing 600X450 Mm Beveled Edge Mirror Of Superior Glass (Of Approved Quality) Complete With 6 Mm Thick Hard Board Ground Fixed To Wooden Cleats With C.P. Brass Screws And Washers Complete. Providing & Fixing :100 Mm Sand Cast Iron Grating For Gully Trap. Repair Of Leakage In G.I./C.I. Pipe Line Of Following Dia. Including Necessary Excavation/Dismantling Relaying Of Pipe And Refilling Of Trenches Etc. Including Replacement Of Nuts, Bolts, Washer And Filling Etc. Complete 20 Mm To 40 Mm Dia Pipe Repair Of Leakage In G.I./C.I. Pipe Line Of Following Dia. Including Necessary Excavation/Dismantling Relaying Of Pipe And Refilling Of Trenches Etc. Including Replacement Of Nuts, Bolts, Washer And Filling Etc. Complete 50 Mm To125 Mm Dia Pipe 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. 2.6.1 All Kinds Of Soil Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level .1:4:8 (1 Cement : 4 Coarse Sand : 8 Graded Stone Aggregate 40 Mm Nominal Size). Same As Above But C.C.1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size) Providing Half Brick Masonry With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 In Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) In Superstructure For Closing Cavity 5 To 7.5 Cm Wide In Cavity Wall Complete With 10 Cm / 11.4 Cm Wide Bitumen Felt Type 3 Grade 1. Brick Work With Non Modular Fly Ash Lime Bricks (Falg Bricks) Conforming To Is:12894, Class Designation 10 Average Compressive Strength In Super Structure Above Plinth Level Up To Floor V Level In :Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) 12 Mm Cement Plaster In Fine Sand Of Mix With 1:6 (1 Cement: 6 Fine Sand) Cement Concrete Flooring 1:2:4. With 40 Mm Thick With 20 Mm Nominal Size Stone Aggregate. Attending Of Petty Maintenance Service Like Plumbing, Welder, Mason And Carpenter Services With One No. Plumber/Welder/Mason/Carpenter With One No. Helper Per Hour. Making Connection Of G.I. Distribution Branch With G.I. Main Of Following Sizes By Providing And Fixing Tee, Including Cutting And Threading The Pipe Etc. Complete :25 To 40 Mm Nominal Bore.Providing And Fixing Brass Ferrule With C.I. Mouth Cover Including Boring And Tapping The Main.15 Mm Nominal Bore Providing And Fixing C.P. Brass Stop Cock (Concealed) Of Standard Design And Of Approved Make Conforming To Is:8931.15 Mm Nominal Bore. Providing & Fixing Bottle Trap Of C.P. Brass Including Cost Of All Materials, Labour, T&P Etc. All Complete. Providing And Fixing Kitchen Sink With C.I. Brackets, C.P. Brass Chain With Rubber Plug, 40 Mm C.P. Brass Waste Complete, Including Painting The Fittings And Brackets, Cutting And Making Good The Walls Wherever Required .White Glazed Fire Clay Kitchen Sink Of Size 600X450X250 Mm. Providing And Fixing Soil, Waste And Vent Pipes Of 100 Mm Dia. Centrifugally Cast (Spun) Iron Socket & Spigot (S&S) Pipe As Per Is: 3989. Same As Item Above Above But For 75 Mm Dia. Centrifugally Cast (Spun) Iron Socketed Supply & Fixing C.P. Brass Bib Cock Heavy Quality 15 Mm Dia (400 Gms) Isi Mark Including Supply Of All Material, Labour And T&P Etc. Required For Proper Completion Of Work. Providing And Fixing Bend Of Required Degree With Access Door, Insertion Rubber Washer 3 Mm Thick, Bolts And Nuts Complete Of 100 Mm Dia. With Sand Cast Iron S&S As Per Is 3989 Same As Item Above Above But For 75 Mm Dia And .Sand Cast Iron S&S As Per Is- 3989 Providing Lead Caulked Joints To Sand Cast Iron/Centrifugally Cast (Spun) Iron Pipes And Fittings Of Diameter Of 100 Mm. Same As Item Above Above But For 75 Mm Dia. Same As Item Above Above But For 50 Mm Dia. Providing And Fixing Trap Of Self Cleansing Design With Screwed Down Or Hinged Grating With Or Without Vent Arm Complete, Including Cost Of Cutting And Making Good The Walls And Floors .100 Mm Inlet And 100 Mm Outlet.Sand Cast Iron S&S As Per Is: 1729. Cleaning Of Septic Tank Including Disposal Of Waste Outside The Area As Per Direction Of The Engineer Incharge Including Cost Of Removing Septic Tank Cover And Replacing Cover In Its Position Including Cost Of All Labour T&P Etc. Required For Proper Completion Of Work. Same As Above Item But For Inspection Chamber. Repair & Adustment Of Aluminum Doors And Windows For Proper Functioning By Skilled Mechanic Including All Labour T&P Etc. Required For Proper Completion Work. Supply & Fixing Of Brass Polised Hydraulic Door Closure Of Standar Size And Approved Quality In Door Shutter Including Cost Of All Providing And Fixing Double Action Hydraulic Floor Spring Of Approved Brand And Manufacture Conforming To Is : 6315, Having Brand Logo Embossed On The Body / Plate With Double Spring Mechanism And Door Weight Upto 125 Kg., For Doors, Including Cost Of Cutting Floors , Embedding In Floors As Required And Making Good The Same Matching To The Existing Floor Finishing And Cover Plates With Brass Pivot And Single Piece M.S. Sheet Outer Box With Slide Plate Etc. Complete As Per The Direction Of Engineer-In-Charge.With Stainless Steel Cover Plate Minimum 1.25 Mm Thickness. Renewing Glass Panes, With Putty And Nails Wherever Necessary Including Racking Out The Old Putty:Float Glass Panes Of Thickness 5.5 Mm Same As Item Above But 4 Mm Thich Float Glass Panes. Filling The Gap In Between Aluminium Frame & Adjacent Rcc/ Brick/ Stone Work By Providing Weather Silicon Sealant Over Backer Rod Of Approved Quality As Per Architectural Drawings And Direction Of Engineer-In-Charge Completeupto 5Mm Depth And 5 Mm Width. Providing & Fixing Fully Glazed Anodized Aluminum Fixed Glazing With Hindalco Or Equivalent Extruded Standard Sections Of Various Thickness Show In Extruded Standard Sections Of Various Thickness Shown In Drawing Joints Mitered And Jointed As Shown In Drawing Including Providing And Fixed Of 5.5 Mm Thick Glass With Neoprene Beading All Round. The Minimum Thickness Of Anodizing On All Aluminum Sections Should Be 20 Micron With A (+) 2 Microns Tolerance. The Rate Should Include The Cost Of Fixing Of All Frame To Teak Wood Frame Or With Masonry/Rb/Rcc Structure By There Of Starting From 100 Mm Above The Bottom In Vertical Member Excluding Cost Of Teak Wood Frame. But Including Cost Of All Other Materials, Labour T&P Etc. Complete Required For Proper Completion Of Work. Same As Item Above But For Openable Window Portion As Shown In Drawings, Including Providing & Fixing Aluminum Hinges Of Heavy Quality And All Other Fitting Like Concealed Tower Bolts Handles Etc. As Per Direction Of Engineer-In-Charge Required For Proper Completion Of Work. Same As Item Above But For Openable Gate/Doors Portion As Shown In Drawings Including Providing And Fixing Pivots Of Heavy Quality And All Other Fittings Like Concealed Approved Tower Bolts, Bush Plate (As Shown In Drawing) And Approved Standard Brass Body With Brass Components 6 Levers Heavy Duly Concealed Lock Etc. Required For Proper Completion Of Work. Providing & Fixing Top Cover Of Rolling Shutters Structural Steel Work Riveted, Bolted Or Welded In Built Up Sections, Trusses And Framed Work, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete. Providing And Laying Ceramic Glazed Floor Tiles 300X300 Mm (Thickness To Be Specified By The Manufacturer) Of 1St Quality Conforming To Is : 15622 Of Approved Make In All Colours, Shades, Except White, Ivory, Grey, Fume Red Brown Laid On 20Mm Thick Bed Of Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) Including Pointing The Joints With White Cement And Matching Pigments Etc Complete. Providing Corrugated G.S. Sheet Roofing Including Vertical/Curved Surface Fixed With Polymer Coated J Or L Hooks, Bolts And Nuts 8 Mm Diameter With Bitumen And G.I. Limpet Washers Or With G.I. Limpet Washers Filled With White Lead And Including A Coat Of Approved Steel Primer And Two Coats Of Approved Paint On Overlapping Of Sheets Complete (Up To Any Pitch In Horizontal/ Vertical Or Curved Surfaces) Excluding The Cost Of Purlins, Rafters And Trusses And Including Cutting To Size And Shape Wherever Required.1.00Mm Thick With Zinc Coating Not Less Than 275Gm/M². Providing Ridges Or Hips Of Width 60 Cm Overall Width Plain G.S. Sheet Fixed With Polymer Coated J. Or L Hooks, Bolts And Nuts 8 Mm Dia. G.I. Limpet And Bitumen Washers Complete. 0.80Mm Thick With Zinc Coating Not Less Than 275Gm/M². Providing Non-Asbestos High Impact Polypropylene Reinforced Cement 6Mm Thick Corrugated Sheets (As Per Is: 14871) Roofing Up To Any Pitch And Fixing With Polymer Coated J, Or L Hooks, Bolts And Nuts 8Mm Dia. G.I. Plain And Bitumen Washers Or With Self Drilling Fastener And Epdm Washers Etc. Complete (Excluding The Cost Of Purlins, Rafters And Trusses), Including Cutting Sheets To Size And Shape Wherever Required. Providing Jack Hammer With Compressor Its Lead And Operator For Making Hole In Slab And Breaking R.C.C. And Exposing Existing Reinforcement And J.C.B Machine With Driver/Operator Fuel Hire Etc. Complete. Providing And Fixing 3Mm Thick Translucent White Acrylic Plastic Sheets Of Approved Quality In False Ceiling Or Window Pan Up To Any Elevation. Providing And Fixing 6 Mm. Thick Gympsum Board In False Ceiling With Beading And All Including Fixture Where Ever As Required Including Supply All Materials, Labours, T&P Etc. Required For Proper Completion Of Work. Reinforcement For R.C.C Work Including Straightening, Cutting Bending, Placing In Position And Binding All Complete (Cold Twisted Bars). Providing And Grouting With Convextra G.P.- 2 Of Standard Quality Approved By Engineer In - Charge Including Chipping Of Rcc And Including All Labors, T&P Etc. Complete. Installation & Running Of 5 Hp /7.5 Hp Elctric/Diesel Engine Motor Pump Set With Suction Of 5 Meter Depth & Delivery Pipe Up To The Distance Of 70 Meter In Near By Pit Including Cost Of All Hire Charges Of Motor Pump Set, Operator And Fuel Etc. Complete As Pr Direction Of Engineer In Charge. Cartage Of Grass/Malwa By Tractor Trally Upto A Distance Of 1 Km From Periphery Of Area Cleared, Including Cost Of All Labour, T&P Etc. Such As Loading Unloading & Cartage, Tractor Trally, Driver, Fuel Required For Proper Comlplletion Of Work. 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. Up To Floor Five Level Excluding Dismantling & Relaying Of Old G.I Pipe With Supply And Fixing Of Approved G.I Fitting As Per Required For The Following Base,Including Threading Of Pipe It Required,Including Cutting And Making Good Wall. 15 Mm To 20 Mm Dia. Dismantling & Relaying Of Old G.I Pipe With Supply And Fixing Of Approved G.I Fitting As Per Required For The Following Base,Including Threading Of Pipe It Required,Including Cutting And Making Good Wall. 40 Mm To 80 Mm Dia. Providing And Fixing Bright Finished Brass/Aluminium Hanging Type Floor Door Stopper With Necessary Screws Of Approved Brand , Etc. Complete. Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form Work For All Type Of Work Upto 52 Mts Floor As Per Specification. Providing And Fixing 110X25 Mm Outer Dia. Pvc Saddle Or 110Mm Outer Dia Pvc Including Rubber Ring. Providing And Fixing P.V.C. Waste Pipe For Sink Or Wash Basin Including P.V.C. Waste Fittings Complete For Semi Regid Or Flexibel Upto 40 Mm Dia. Providing Wood Work In Frames Of Doors, Windows, Clerestory Windows And Other Frames, Wrought Framed And Fixed In Position With Hold Fast Lugs Or With Dash Fasteners Of Required Dia & Length ( Hold Fast Lugs Or Dash Fastener Shall Be Paid For Separately).Sal Wood Or Teak Wood(As Per Direction Of Engineer In Charge). Providing And Fixing Partition Upto Ceiling Height Consisting Of G.I. Frame And Required Board Including Providing And Fixing Of Frame Work Made Of Special Section Power Pressed/ Roll Form G.I. Sheet With Zinc Coating Of 120 Gms/Sqm(Both Side Inclusive), Consisting Of Floor And Ceiling Channel 50Mm Wide Having Equal Flanges Of 32 Mm And 0.50 Mm Thick, Fixed To The Floor And Fixed To The Studs Using Metal To Metal Flat Head Screws, Including Jointing And Finishing To A Flush Finish With Recommended Jointing Compound, Jointing Tape, Angle Beads At Corner (25 Mm X 25 Mm X 0.5 Mm), Joint Finisher And Two Coats Of Primer Suitable For Board As Per ManufactureS Specification And Direction Of Engineer In Charge All Complete. As Per Specification Of Dsr. Providing And Fixing 40 Mm Thickacid And/Or Alkali Resistant Tiles Of Approved Make And Colour Using Acid And/Or Alkali Resisting Mortar Bedding, And Joints Filled With Acid And/Or Alkali Resisting Cement Also Includs The Cost Of 10 Mm Thick Acid Proof Base/Lining As Per Is : 4457, Complete As Per The Direction Of Engineer-In- Charge.In Dado/Skirting On 12 Mm Thick Mortar 1:4 (1 Acid Proof Cement : 4 Coarse Sand) Acid And Alkali Resistant Tile. Supply Of 100 Mm Long 15 Mm G.I. Nozzle Including Cutting Holes In Rcc Slab, Column,Floor And Beam Including Its Fixing With Cement Mortar Including All Labour, T&P And Material Etc Complete As Per Direction Of Engineer-In-Charge. Pressure Grouting Of Crackes Honey Comb In Concrete Surface Expansion Joints Or Where Ever Required With Cement Grout Of Ratio One Part Of Cement, Four Parts Of Water And 3% Water Proofing Cicco No.3 Compound (Liquids) With The Help Of Grout Pump Of Appropriate Pressure Excluding Cost Of Fixing G.I. Nozzles Complete. As Per Engineer-In- Charge . Epoxy Adhesive Providing And Fixing Aluminum U Beading Of Required Size To Pre-Laminated/ Flush Door Shutter, Including Fixing Etc. Complete As Per Direction Of Engineer-In-Charge. Kg 435.10 Finishing With Epoxy Paint (Two Or More Coats) At All Locations Prepared And Applied As Per ManufacturerS Specifications Including Appropriate Priming Coat, Preparation Of Surface, Etc. Complete. On Concrete Work 12 Mm Thick Marine Plywood Conforming To Is: 710 Providing And Fixing 10 Mm Thick Acid And/Or Alkali Resistant Tiles Of Approved Make And Colour Using Acid And/Or Alkali Resisting Mortar Bedding, And Joints Filled With Acid And/Or Alkali Resisting Cement As Per , Complete As Per The Direction Of Engineer-In- Charge In Dado/Skirting On 12 Mm Thick Mortar 1:4 (1 Acid Proof Cement : 4 Coarse Sand) Acid And Alkali Resistant Tile Sqm 1607.70 Providing And Laying Vitrified Floor Tiles In Different Sizes (Thickness To Be Specified By The Manufacturer) With Water Absorption Less Than 0.08% And Conforming To Is: 15622, Of Approved Make, In All Colours And Shades, Laid On 20Mm Thick Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), Jointing With Grey Cement Slurry @ 3.3 Kg/ Sqm Including Grouting The Joints With White Cement And Matching Pigments Etc., Complete Size Of Tile 600X600 Mm Sqm Providing And Fixing G.I. Union In Existing G.I. Union 50 Mm Nominal Bore Each Providing And Fixing G.I. Union In Existingg.I. Union 25 Mm Nominal Bore Each Providing And Fixing White Vitreous China Pedestal Type (European Type/ Wash Down Type) Water Closet Pan. Each 2276.95 Providing And Fixing 8 Mm Dia C.P. / S.S. Jet With Flexible Tube Upto 1 Metre Long With S.S. Triangular Plate To Eureopean Type W.C. Of Quality And Make As Approved By Engineer - In - Charge. Each 297.55 12.5 Mm Thick Fully Perforated Gypsum Board Tile Made From Plasterboard Having Glass Fibre Conforming To Is: 2095 Part I, Of Size 595X595 Mm, Having Perforation Of 9.7X9.7 Mm At 19.4 Mm C/C With Center Borders Of 48 Mm And The Side Borders Of 30 Mm, Backed With Non Woven Tissue On The Back Side, Having An Nrc (Noise Reduction Coefficient) Of 0.79, With 50 Mm Resin Bonded Glass Wool Backing. Providing And Fixing Kitchen Sink With C.I. Brackets, C.P. Brass Chain With Rubber Plug, 40 Mm C.P. Brass Waste Complete, Including Painting The Fittings And Brackets, Cutting And Making Good The Walls Wherever Required: White Glazed Fire Clay Kitchen Sink Of Size 600X450X 250 Mm Providing And Fixing Ptmt Towel Rail Complete With Brackets Fixed To Wooden Cleats With Cp Brass Screws With Concealed Fittings Arrangement Of Approved Quality And Colour. 600 Mm Long Towel Rail With Total Length Of 645 Mm, Width 78 Mm And Effective Height Of 88 Mm, Weighing Not Less Than Providing And Fixing Ptmt, Push Cock Of Approved Quality And Colour. 15 Mm Nominal Bore, 98 Mm Long, Weighing Not Less Than 75 Gms Providing And Fixing 18 Mm Thick Gang Saw Cut, Mirror Polished, Premoulded And Prepolished, Machine Cut For Kitchen Platforms, Vanity Counters, Window Sills, Facias And Similar Locations Of Required Size, Approved Shade, Colour And Texture Laid Over 20 Mm Thick Base Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), Joints Treated With White Cement, Mixed With Matching Pigment, Epoxy Touch Ups, Including Rubbing, Curing, Moulding And Polishing To Edges To Give High Gloss Finish Etc. Complete At All Levels.Granite Of Any Colour And Shade 8.2.2.2 Area Of Slab Over Providing And Fixing Plastic Seat Cover With Lid For Pedestal Type W.C.Pan Complete : White Plastic Seat With Lid Providing And Fixing On Wall Face Unplasticised - Pvc Moulded Fittings/ Accessories For Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is : 5382, Leaving 10 Mm Gap For Thermal Expansion. Bend 87.5° 110 Mm Bend Neat Cement Punning Fencing With Angle Iron Post Placed At Required Distance Embedded In Cement Concrete Blocks, Every 15Th Post, Last But One End Post And Corner Post Shall Be Strutted On Both Sides And End Post On One Side Only And Provided With Horizontal Lines And Two Diagonals Interwoven With Horizontal Wires, Of Barbed Wire Weighing 9.38 Kg Per 100 M (Minimum), Between The Two Posts Fitted And Fixed With G.I. Staples, Turn Buckles Etc. Complete. (Cost Of Posts, Struts, Earth Work And Concrete Work To Be Paid For Separately). Payment To Be Made Per Metre Cost Of Total Length Of Barbed Wire Used. 16.18.1 With G.I. Barbed Wire Metre Providing And Fixing G.I. Union In Existingg.I. Union 15 Mm Nominal Bore Each Dismantaling By Electrical Hilti Including Cost Of Gst 18% Pr 1100069168 Rfq 6000011061
Contract Date: Ref. Documents Contract Value : 44.22 Lakh
Government Departments No of Bidders 5
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32.
Defence #11200251 Technical Bid
Tender For Provision Of Certain Sanctioned Works Under Ge South Bathinda At Bathinda Mil Stn.- 1 Surface Excavation N.Exc (Not Exceeding) 30 Cm Deep And Averaging 15Cm Deep And Getting Out And Getting Out In Soft / Loose Soil Complete All As Specified & Directed. 2 Removing Excavated Material Exc 1.50 Km N Exc. 5 Km And Depositing Where Directed At A Level N Exc. 1.5 M Above The Starting Point Complete All As Specified And As Directed. 3 Excavation In Trenches Not Exceeding 1.5 Meter Wide And Not Exceeding 1.5 Meter Depth For Foundation Etc Or For Shafts , Wells, Cesspits, Manholes , Septic Tank, For Laying Of Cables , Laying Of Pipes Not Exceeding 10 Sqm On Plan And Not Exc 1.5 Meter Depth And Getting Out In Soft/Loose Soil Etc Complete All As Specified And As Directed By Engineer-In- Charge. 4 Material And Labour For Cement Concrete 1:4:8 , Type D-2 Using 40 Mm Graded Stone Aggregate As In Foundation Filling And Mass Concrete Complete All As Specified And As Directed By Engineer-In-Charge. 5 Material And Labour For Rcc M-25 (Design Mix) Using 20 Mm Graded Stone Aggregates As In Foundations, Including Rafts, Footings, Foundation Beams; Plinth Beams; Bases For Columns, Etc.; Basement Slabs, Under-Reamed Piles And Mass Concrete Complete All As Specified And As Directed By Engineer-In-Charge. Note : Reinforcement And Form Work Shall Be Measured And Paid For Separately Under Appropriate Item Of This Schedule. 6 Material And Labour For Rcc M-25 (Design Mix) Using 20 Mm Graded Stone Aggregates As In Columns, Pillars, Piers, Posts And Struts Complete All As Specified And As Directed By Engineer-In-Charge. Note : Reinforcement And Form Work Shall Be Measured And Paid For Separately Under Appropriate Item Of This Schedule. 7 Material And Labour For Rcc M-25 (Design Mix) Using 20 Mm Graded Stone Aggregates As In Beams, Cantilevers, Bressummers, Lintels Over 1.5 M Span And The Like Etc Complete All As Specified And As Directed By Engineer-In-Charge. Note : Reinforcement And Form Work Shall Be Measured And Paid For Separately Under Appropriate Item Of This Schedule. 8 Material And Labour For Rcc M-25 (Design Mix) Using 20Mm Graded Stone Aggregate As In Slabs Supported On Walls, Beams And Columns In Floors,Roofs, Landings, Balconies,Canopies, Deck Slabs And In Shelves And The Like Complete All As Specified And As Directed By Engineer-In-Charge.Note : Reinforcement And Form Work Shall Be Measured And Paid For Separately Under Appropriate Item Of This Schedule. 9 Material And Labour For Formwork Of Sides Of Concrete Foundations, Footings, Bases Of Columns, Raft And Raft Beams, Sides And Soffits (If Any) Of Foundation And Plinth Beams; And Similar Work; Vertical Or To Batter On Rough Finished Flat Surfaces Of Concrete Complete All As Specified And As Directed By Engineer-In-Charge. 10 Material And Labour For Formwork In Square,Reactangular Or Polygonal On Rough Finished Surface Of Concrete To Sides Of Pillars, Posts, Struts, Piers, Columns And Stanchions Complete All As Specified And As Directed By Engineer-In-Charge. 11 Material And Labour For Formwork To Sides And Soffits Of Floor Or Roof Beams, Beam Haunchings, Girders, Bressummers, Lintels, Cantilevers, Shelves Including Supports, Overhangs, Etc. Also Splays Between Floors And Beams, Etc. On Rough Finished Flat Surfaces Of Concrete Complete All As Specified And As Directed By Engineer-In-Charge. 12 Material And Labour For Formwork To Soffits Of Suspended Slabs Such As Roof Slab, Floor Slabs, Landings And Similar Work Not Exceeding 200 Mm Thick (Horizontal Or Sloping) On Rough Finished Flat Surfaces Of Concrete Complete All As Specified And As Directed By Engineer-In-Charge. 13 Material And Labour For Formwork To Edges Of Concrete Flats, Treads, Breaks In Floors,Window Cills, Concrete Rail Ings, Openings In Concrete Walls, Floor And Roofs Not Exceeding 20Cm Wide And Sides Of Rcc/Pcc Bands In Walls, Horizontal Or Sloping And Similar Work Exceeding 10 Cm But Not Exceeding 20Cm Wide On Rough Finished Surfaces Of Concrete Complete All As Specified And As Directed By Engineer-In-Charge. 14 Material And Labour For Mild Steel Tmt Bars 10Mm Dia And Over Cut To Length Bent To Shape, Required Including Cranking, Bending Spirally For Hoping For Columns, Hooking Ends And Binding With Mild Steel Wire (Annealed) Not Less Than 0.9Mm Dia Including Making Of Rungs, Handles Etc Complete All As Specified And As Directed By Engineer-In-Charge. (Note : Weight Of Binding Wire Shall Not Be Considered For Measurement And Payment Purpose.) 15 Material And Labour For Mild Steel Tmt Bars 6Mm To 8Mm Dia Cut To Length Bent To Shape, Required Including Cranking, Bending Spirally For Hoping For Columns, Hooking Ends And Binding With Mild Steel Wire (Annealed) Not Less Than 0.9Mm Dia Including Making Of Rungs, Handles Etc Complete All As Specified And As Directed By Engineer-In-Charge. (Note : Weight Of Binding Wire Shall Not Be Considered For Measurement And Payment Purpose.) 16 Demolition Of Brick Work Or Stone / Boulder Masonry, Built In Cement Mortar Or Cement Lime Mortar Including All Quoins, Arches, Pillars, Etc, In Any Description Complete All As Specified And As Directed By Engineer-In-Charge. 17 Material And Labour For Brick Work With Sub Class ‘B’ Bricks Straight Or Curved On Plan Exceeding 6.0M Mean Radius Built In Cement Mortar 1:6 Complete All As Specified And As Directed By Engineer-In-Charge. 18 Material And Labour For Brick Work With Fly Ash Bricks Straight Or Curved On Plan Exceeding 6.0M Mean Radius Built In Cement Mortar 1:6 Complete All As Specified And As Directed By Engineer-In-Charge. 19 Material And Labour Brick Work With Sub Class ‘B’ Old Size Burnt Clay Bricks Straight Or Curved On Plan Exceeding 6 Metre Mean Radius Built In Cement Mortar 1:6, Complete All As Specified And As Directed By Engineer-In-Charge . 20 Material And Labour For Brick Work With Fly Ash Old Size Bricks, Straight Or Curved On Plan To Any Radius In Half Brick Walls Built In Cement Mortar 1:4 Complete All As Specified And As Directed By Engineer-In-Charge. 21 Demolition Of Cement Concrete (Unreinforced) In Ground Floor And Paving Not Exceeding 15Cm Thickness Below Or Above Ground Level Of Any Description And In Any Position Including Removing Rubbish Material From Building And Thrown In Low Lying Empty Area (As Per Direcction Of Age/Je) At Any Distance Upto 500 Metres From The Site Complete All As Specified And As Directed By Engineer-In-Charge 22 Material & Labour For Cement Concrete 1:3:6 Type C-2 Using 40 Mm Graded Stone Aggregate For Foundations, Fillings & Mass Concrete Complete All As Specified And As Directed By Engineer-In-Charge. 23 Material And Labour For Cement Concrete (1:5:10), Type E-2 Using 40 Mm Graded Stone Aggregate As In Filling Of Sunken Floors Complete All As Specified And As Directed By Engineer-In-Charge. 24 Demolition Of Concrete Of Any Description And In Any Position Not Otherwise Specifically Provided Complete All As Specified And Directed. 25 Material And Labour For Waterproofing Treatment To Sunken Floor Using Acrylic Based Multipurpose Polymer. The Treatment Shall Be Carried Out As Per Manufactures Specification. The Treatment Shall Be Include Of The Following Elements Also: 1. Surface Preparation Of Substrate By Removing All Traces Of Contaminates, Loose And Friable Particles, Cement Laitance Oils And Grease, Water Repellent Coatings Etc2. Injection Grouting Using Cementitious Grout If Required. The Payment For Injection Grouting Shall Be Made Separately Etc3. Repair To The Substrate, Filling Of Blow Holes/Voids And Surface Leveling Using Appropriate Products Specified By The Manufacture.4. All Intersections Of Horizontal And Vertical Surface Should Be Profiled With A Mortar Fillet Of Minimum 25Mm X 25Mm.5. The Moisture Content Of The Substrate Shall Be Checked Before Application Of First Coat At Water Proof Coating At The Rate Of 200 G/M2 Followed Brush Topping At 450G/M2 Per Mm. The Second Coat Shall Be Reinforced With Glass Fabric Between The First And Second Coat.6. The Treatment Shall Be Protected By Application Of Polymer Modified Cement Mortar Of Thickness 10Mm Applied At The Rate Of 50G Per Mm.7. Tech Specification : Tensile Adhesion Strength 0.5N/Sqmm (As Bonding Slurry). 26 Material And Labour For Aerated Autoclaved Concrete (Aac) Blocks Work According To Indian Standard Specification Is:2185(Part-3)-1984 And Latest Revision Built In Cement And Sand Mortar 1:6 With Aerated Autoclaved Concrete (Aac) Blocks Straight Or Curver On Plan Exceeding 6Mtr Mean Radius As In Sunken Floor Complete All As Specified And And As Directed By Engineer-In-Charge. 27 Supply Only Integral Water Proofing Compound. 28 Removing Excavated Material As In All Kind Of Soils Not Exceeding 50M And Depositing Where Directed At A Level Not Exceeding 1.5M Above The Starting Point Complete All As Specified And As Directed By Engineer-In- Charge. 29 Returning Filling In Any Type Of Soil, Including Spreading, Levelling,Watering And Well Ramming In Layer Not Exceeding 25 Cm In Each Layer, Complete All As Specified And As Directed By Engineer-In- Charge. 30 Material And Labour For Sand Filling Under Floor Or In Foundation Including Spreading Levelling, Watering And Well Ramming In Layers Not Exc 25 Cmetc Complete All As Specified And As Directed By Engineer-In- Charge. Note: Sand Shall Be Approved By Ge. 31 Material And Labour For Hard Core Using Broken Stone Aggregate Of Gauge Not Exc. 63Mm, Deposited Spread And Leveled In Layers Not Exc. 150 Mm Thick, Watered And Rammed To A True Surface Complete All As Specified And As Directed By Engineer-In- Charge. 32 Material And Labour For 75 Mm Thick Cement Concrete 1:4:8 , Type D-2 Using 40 Mm Graded Stone Aggregate As In Sub Base Of Floor. Finished Even And Smooth Without Using Extra Cement Complete All As Specified And As Directed By Engineer-In-Charge. 33 Material And Labour For Rendering 10 Mm Thick In Cement Mortar 1:6 On Fair Faces Of Brick Work Or Concrete Surfaces Of Walls And Finishing The Surface Even & Fair Faces Without Using Extra Cement Complete All As Specified And As Directed By Engineer-In- Charge. 34 Material And Labour For Rendering 5 Mm Thick In Cement Mortar In (1:3) On Ceiling And Finishing The Surface Even & Smooth Without Using Extra Cement Complete All As Specified And Directed. 35 Material And Labour For 15Mm Thick Rendering In Cement Mortar 1:4 On Fair Faces Of Brick Work Or Concrete Surfaces Even And Smooth Without Using Extra Cement Complete All As Specified And As Directed By Engineer-In-Charge. 36 Material And Labour For 15Mm Thick Rendering In Cement Mortar 1:4 On Fair Faces Of Brick Work Or Concrete Surfaces And Finishing Fair & Even Mixed With Liquid Water Proofing Compound As Per ManufacturerS Instructions But Without Using Extra Cement Complete All As Specified And As Directed By Engineer-In-Charge. Note :- Liquid Water Proofing Compound Shall Be Measured And Paid Separately. 37 Supply And Fixing Chicken Wire Mesh ( Murga Jali ) In Cement Plaster Or Over Joints Of R.C.C And Brickwork Or As Per Site Requirement Of 24 Gauge & 12 Mm Mesh And 300 Mm Width For Construction Joints And Chasing In Brick Work For Electrical Conduits Or Water Supply Pipes And Pegs/Nails With Nailing Machine As Required Before Rendering / Plastering Etc. Complete As Per Site Requirement Complete All As Specified And As Directed By Engineer-In- Charge.Note: Rendering / Plastering Shall Be Measured And Paid Seperately Under Serial Item No. 5.00 Of ScheduleA Boq Here-In- Before. Nothing Shall Be Paid Extra On Account Of Rendering / Plastering In This Item. 38 Material And Labour For Applying Acrylic Wall Care Putty On Internal Surfaces And External Surfaces Of Walls/Ceilings/Soffits (Thickness Vary From 1.5 To 2.5 Mm As Required For Desired Smoothness And Leveling Of Surfaces In Two Or More Layers) By Using Ready Made Acrylic Wall Care Putty Including Sand Papering After Filling The Putty To Make Surface Smooth And Ready For Receiving Painting Etc Complete All As Specified And Directed By Engineer-In- Charge.Make Of Acrylic Wall Care Putty : As Descriped In List Of Makes/Manufacturers Under Appendix B Here-In-After.Notes : (I) The Prepared Surface After Wall Putty, The Contractor Will Inform To The Ge As Well As To The Engineer-In-Charge For Site Inspection Before Applying Further Finishes. Please Note That The Further Finishes Work Will Start Only After Approval Of The Prepared Surface From The Ge As Well As To The Engineer-In-Charge Through Site Order. (Ii)The Make Of Acrylic Wall Care Putty Shall Be As Per The Recommendation Of Manufacturer Of Paint. 39 Material And Labour For Preparation Of New Surfaces And Applying 02 Coats Of Interior Acrylic Emulsion Paint (Light Shade As Approved By Ge ) @ 10.00 Sq.M/ Litre / 2.00 Coats By Using Roller/Brush To Wall Surfaces Over With And Including One Coat Of Interior Acrylic Emulsion Primer @ 10.00 Sq.M / Litre / 1.00 Coat As Recommended For Under Coat By Manufacturer Of Interior Acrylic Emulsion By Using The Brands Of Interior Acrylic Emulsion Paint And Interior Acrylic Emulsion Primer As Descriped In List Of Makes/Manufacturers Under Appendix B Here-In-After Complete All As Specified And Directed By Engineer-In- Charge. 40 Material And Labour For Complete Removal Of Existing Treatment Of Any Type / Description From Wall / Rcc Surfaces / Ceiling / Chajjas / Roof Projections Etc With Mechanical Means / Grinder And Applying 01 Coat Of Exterior Emulsion Paint (Light Shade) With Highlighter Of Any Existing Shade @ 10 Sqm/Litre/1 Coat By Using Roller To External Walls / Rcc Surfaces/Soffits Of Chajjas / Roof Projections /Cantilevers/ Balcony Etc Surfaces Over Acrylic Thick Wall Care Putty On External Surfaces Of Walls / Ceiling / Soffits ( Thickness Vary From 1.5 To 2.5Mm As Required For Desired Smoothness And Levelling Of Surfaces In Two Or More Layers) By Using Ready Made Wall Care Putty Including Sand Papering After Filling The Putty To Make Surface Smooth And Ready For Receiving Painting Etc, Over Including A Coat Of Exterior Wall Primer @ 10 Sqm/Litre/1 Coat As Recommended For Under Coat By Manufacturer Of Exterior Emulsion By Using Following Brands Of Emulsion And Primer Including Removing The Vegetation Of Any Type And Description The Making The Surface Good Complete All As Specified And Directed. 41 Material And Labour For Preparation Of Old Surfaces And Applying 02 Coats Of Interior Acrylic Emulsion Paint (Light Shade As Approved By Ge ) @ 10.00 Sq.M/ Litre / 2.00 Coats By Using Roller/Brush To Wall Surfaces Over With And Including One Coat Of Interior Acrylic Emulsion Primer @ 10.00 Sq.M / Litre / 1.00 Coat As Recommended For Under Coat By Manufacturer Of Interior Acrylic Emulsion By Using The Brands Of Interior Acrylic Emulsion Paint And Interior Acrylic Emulsion Primer As Descriped In List Of Makes/Manufacturers Under Appendix B Here-In-After Complete All As Specified And Directed By Engineer-In- Charge. 42 M&L For Preparing Existing Treated Surfaces Of Ceiling Including Cornices And Applying Two Coats Of White Wash By Making The Lime Slaked At Site And Shall Be Mixed And Stirred With About Five Liters Of Water For 1 Kg Of Unslaked Lime To Make A Thin Cream. This Shall Be Allowed To Stand For A Period Of 24 Hours And Shall Then Be Screened Through Clean Coarse Cloth. 1 Kg Of Gum Dissolved In Hot Water Shall Be Added To Every One Cubic Meter Of Lime Cream. About 1.3 Kg Of Sodium Chloride Dissolved In Hot Water Shall Also Be Added For Every 10 Kg Of Lime For Making The Coating Hard And Rub-Resistant. Small Quantity Of Ultramarine Blue (Upto 3 Gm Per Kg Of Lime) Shall Also Be Added To The White Wash Solution And The Whole Solution Shall Be Stirred Thoroughly Before Use Complete All As Specified And As Directed By Engineer-In-Charge. 43 Material And Labour For Preparation Of New Surfaces And Applying 02 Coats Of Exterior Acrylic Emulsion Paint ( Shade As Approved By Ge) With Highlighter Of Any Approved Shade, @ 5.00 Sq.M / Litre / 2.00 Coats By Using Roller To External Walls / Rcc Surfaces / Soffits Of Chajjas / Roof Projections / Cantilevers / Balcony Etc. Surfaces Over With And Including One Coat Of Exterior Acrylic Emulsion Primer @ 11.00 Sq.M / Litre / 1.00 Coat As Recommended For Under Coat By Manufacturer Of Exterior Acrylic Emulsion By Using The Brands Of Exterior Acrylic Emulsion Paint And Exterior Acrylic Emulsion Primer As Descriped In List Of Makes/Manufacturers Under Appendix B Here-In-After Complete All As Specified And Directed By Engineer-In- Charge. 44 Material & Labour For Applying Two Or More Coats Of 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 Interior Paint Of Required Shade (Company Depot Tinted) With Silicon Additives @ 1.43 Litre/ 10 Sqm Over And Including Priming Coat Of Exterior Primer Applied @ 0.90 Litre/ 10 Sqm Including A Coat Of Exterior Wall Primer @ 11 Sq.M/Litre/1 Coat As Recommended For Under Coat By Manufacturer Of Exterior Emulsion By Using Following Brands Of Emulsion And Primer Complete All As Specified And Directed. 45 Material And Labour For Preparation Of Old Surfaces And Applying 02 Coats Of Exterior Acrylic Emulsion Paint ( Shade As Approved By Ge) With Highlighter Of Any Approved Shade, @ 5.00 Sq.M / Litre / 2.00 Coats By Using Roller To External Walls / Rcc Surfaces / Soffits Of Chajjas / Roof Projections / Cantilevers / Balcony Etc. Surfaces Over With And Including One Coat Of Exterior Acrylic Emulsion Primer @ 11.00 Sq.M / Litre / 1.00 Coat As Recommended For Under Coat By Manufacturer Of Exterior Acrylic Emulsion By Using The Brands Of Exterior Acrylic Emulsion Paint And Exterior Acrylic Emulsion Primer As Descriped In List Of Makes/Manufacturers Under Appendix B Here-In-After Complete All As Specified And Directed By Engineer-In- Charge. 46 Material And Labour For Complete Removal Of Existing Treatment Of Any Type / Description From Wall / Rcc Surfaces / Ceiling / Chajjas / Roof Projections Etc With Mechanical Means / Grinder And Applying One Coat Of Exterior Emulsion Paint (Light Shade) With Highlighter Of Any Approved Shade @ 5 Sqm/Litre/2 Coats By Using Roller To External Walls / Rcc Surfaces/Soffits Of Chajjas / Roof Projections /Cantilevers/ Balcony Etc Surfaces Over & Including A Coat Of Exterior Wall Primer @ 11 Sqm/Litre/1 Coat Over Acrylic Thick Wall Care Putty On External Surfaces Of Walls / Ceiling / Soffits (Thickness Vary From 1.5 To 2.5Mm As Required For Desired Smoothness And Levelling Of Surfaces In Two Or More Layers) By Using Ready Made Wall Care Putty Including Sand Papering After Filling The Putty To Make Surface Smooth And Ready For Receiving Painting Etc As Recommended For Under Coat By Manufacturer Of Exterior Emulsion By Using Following Brands Of Emulsion And Primer Complete All As Specified And Directed.Note For Item No 5 To 8 :- (A) The Prepared Surface After Wall Putty, The Contractor Will Inform To The Ge As Well As To The Engineer-In-Charge For Site Inspection Before Applying Further Finishes. Please Note That The Further Finishes Work Will Start Only After Approval Of The Prepared Surface From The Ge As Well As To The Engineer-In-Charge Through Site Order. 47 Material And Labour For For Preparing New Plastered Surfaces Of Ceilings And Applying Three Coats Of White Wash By Making The Lime Slaked At Site And Shall Be Mixed And Stirred With About Five Liters Of Water For 1 Kg Of Unslaked Lime To Make A Thin Cream. This Shall Be Allowed To Stand For A Period Of 24 Hours And Shall Then Be Screened Through Clean Coarse Cloth. 1 Kg Of Gum Dissolved In Hot Water Shall Be Added To Every One Cubic Meter Of Lime Cream. About 1.3 Kg Of Sodium Chloride Dissolved In Hot Water Shall Also Be Added For Every 10 Kg Of Lime For Making The Coating Hard And Rub-Resistant. Small Quantity Of Ultramarine Blue (Upto 3 Gm Per Kg Of Lime) Shall Also Be Added To The Last Two Coats Of White Wash Solution And The Whole Solution Shall Be Stirred Thoroughly Before Use Complete All As Specified And Directed By Engineer-In- Charge. 48 Material And Labour For Applying Three Coats Of White Wash On Newly Plastered Or Unplastered Ceiling Surfaces Including Preparation Of Surfaces, Complete All As Specified And Directed 49 Taking Down Chowkats Or Frames With Shutters (Without Taking Off Shutters From The Frames) Area Not Exc 1.5 Sqm Each As Doors, Windows And Ventilators And Removal From Site Complete All As Specified And Directed. 50 Taking Down Chowkats Or Frames With Shutters (Without Taking Off Shutters From The Frame) Exc 1.5 Sqm But Not Exc 4 Sqm Each Each As Doors, Windows And Ventilators And Removal From Site Complete All As Specified And Directed. 51 Supply & Fixing Factory Made Single Extruded Wpc ( Wood Polymer Composite ) Solid Door Frame / Chowkhat Of Size 45Mm X 70 Mm Comprising Of Virgin Polymer Of K Value 58-60 (Suspension Grade ), Calcium Carbonate And Nautral Fibers ( Wood Powder / Rice Husk / Wheat Husk ) And Non Toxic Additives (Maximum Toxcity Index Of 12 For 100 Gms ) Fabricated With Miter Joints After Applying Pvc Solvant Cement And Screwed With Full Body Threaded Star Headed Ss Screws Having Minimum Frame Density Of 750 Kg /Cum And Screw Withdrawl Strength Of 2200 N (Face ) & 1100 N (Edge) Minimum Compressive Strength Of 58 N /Sqmm Modulus Of Elasticity 900 N/Sqmm And Resisitence To Spread Of Flame Of Class A Category With Property Of Being Termite / Borer Proof , Water Moisture Proof And Fire Retaident And Fixed In Position With And Including Ms Hold Fast Lugs / Ss Dash Fastner Of Required Dia And Length With And Including Supply And Fixing (03 Nos Per Frame ) 100 Mm Long Ss Butt Hinges Complete All As Specified And As Directed By Engineer-In- Charge. 52 Supply & Fixing Factory Made Single Extruded Wpc ( Wood Polymer Composite ) Solid Door Frame / Chowkhat With Double Rebate Of Size 65Mm X 125 Mm Comprising Of Virgin Polymer Of K Value 58-60 (Suspension Grade ), Calcium Carbonate And Nautral Fibers ( Wood Powder / Rice Husk / Wheat Husk ) And Non Toxic Additives (Maximum Toxcity Index Of 12 For 100 Gms ) Fabricated With Miter Joints After Applying Pvc Solvant Cement And Screwed With Full Body Threaded Star Headed Ss Screws Having Minimum Frame Density Of 750 Kg /Cum And Screw Withdrawl Strength Of 2200 N (Face ) & 1100 N (Edge) Minimum Compressive Strength Of 58 N /Sqmm Modulus Of Elasticity 900 N/Sqmm And Resisitence To Spread Of Flame Of Class A Category With Property Of Being Termite / Borer Proof , Water Moisture Proof And Fire Retaident And Fixed In Position With And Including Ms Hold Fast Lugs / Ss Dash Fastner Of Required Dia And Length With And Including Supply And Fixing (03 Nos Per Frame ) 100 Mm Long Ss Butt Hinges Complete All As Specified And As Directed By Engineer-In- Charge. 53 Supply & Fixing Factory Made Single Extruded Wpc ( Wood Polymer Composite ) Solid Plain Flush Door Shutter Of 30 Mm Thick , Size Comprising Of Virgin Polymer Of K Value 58-60 (Suspension Grade ), Calcium Carbonate And Nautral Fibers ( Wood Powder / Rice Husk / Wheat Husk ) And Non Toxic Additives (Maximum Toxcity Index Of 12 For 100 Gms ) Having Minimum Density Of 650 Kg /Cum And Screw Withdrawl Strength Of 1800 N (Face ) & 900 N (Edge) Minimum Compressive Strength Of 50 N /Sqmm Modulus Of Elasticity 850N/Sqmm And Resisitence To Spread Of Flame Of Class A Category With Property Of Being Termite / Borer Proof , Water Moisture Proof And Fire Retardant And With And Including Supply & Fixing Of 02 Nos (Per Leaf) Ss 150Mm Long Tower Bolt, Supply & Fixing Of 02 Nos (Per Door) Ss 300Mm Long Sliding Bolt With And Including Supply & Fixing Of 02 Nos (Per Leaf) Stainless Steel 150Mm Long Handle Complete All Specified And Directed By Engineer -In-Charge. 54 Supply & Fixing Factory Made Single Extruded Wpc ( Wood Polymer Composite ) Solid Decorative Flush Door Shutter Of 30 Mm Thick , Size Comprising Of Virgin Polymer Of K Value 58-60 (Suspension Grade ), Calcium Carbonate And Nautral Fibers ( Wood Powder / Rice Husk / Wheat Husk ) And Non Toxic Additives (Maximum Toxcity Index Of 12 For 100 Gms ) Having Minimum Density Of 650 Kg /Cum And Screw Withdrawl Strength Of 1800 N (Face ) & 900 N (Edge) Minimum Compressive Strength Of 50 N /Sqmm Modulus Of Elasticity 850N/Sqmm And Resisitence To Spread Of Flame Of Class A Category With Property Of Being Termite / Borer Proof , Water Moisture Proof And Fire Retardant And With And Including Supply & Fixing Of 02 Nos (Per Leaf) Ss 150Mm Long Tower Bolt, Supply & Fixing Of 02 Nos (Per Door) Ss 300Mm Long Sliding Bolt With And Including Supply & Fixing Of 02 Nos (Per Leaf) Stainless Steel 150Mm Long Handle Complete All Specified And Directed By Engineer -In-Charge. 55 Supply & Fixing Factory Made 30Mm Thick Solid Wpc ( Wood Polymer Composite ) Wiremesh Door Shutter Of Required Size Comprising Of Virgin Pvc Resin Of K Value 57-60 ( Suspension Rade ), Calcium Carbonate And Natural Fibers ( Wood Powders/ Rice Husk/ Wheat Husk ) And Non Toxic Additives, Made From Extrusion Process Wpc Foam Sheet Single Extruded ( Inner ) With Having Minimum Density Not Less Than 650 Kg/Cum , Having Good Screw Holding Capacity ( Screw Withdrawal Strength Of 2000 N ( Face ) & 1100 N ( Edge ), Minimum Compressive Of 50 N/Mm2, Modulus Of Elasticity 850N/Mm2 And Resistance Of Spread Of Flame Of Class A Category With Property Of Being Termite/ Borer Free.Water/ Moisture Proof And Fire Retardant. Pvc Foil Of Minimum 14 Microns Thick Of Approved Design Pasted On Both Faces Of Shutter For Fixing Mosquito Mesh And Xtn Aluminium Mesh Together On Panel Area Of Door Except Stiles And Rails To Be Panelled With And Including Mesh With Self Tapping Round Headed Scresws At Required Distance, Screws And Edges Covered With Feathered Pvc Edge Beading All Around Of Mesh And Fixing Stainless Steel Butt Hinges Of Required Size With Necessary Full Body Threaded Star Headed Counter Sunk Ss Screws With And Including 03 Nos Door Stainless Steel Butt Hings 100Mm Long With Stainlessd Steel Screws For Each , 02 Nos Stainless Steel Barrel Tower Bolts Of Extrude Section, 150Mm Long (Isi Marked), 2 Nos Stainles Steel Handles, 125 Mm Long, (Isi Marked) , 01 No. Of Helical Door Spring Of 300 Mm Length Complete All As Specified And As Directed By Engineer-In-Charge. Note: 1. Material Test Certificate Of All The Items And Authentication Should Be Compulsory Provided By The Manufacturing Company 2. The Rate Of 03 Nos Door Stainless Steel Butt Hings 100Mm Long With Stainlessd Steel Screws For Each , 02 Nos Stainless Steel Barrel Tower Bolts Of Extrude Section, 150Mm Long (Isi Marked), 2 Nos Stainles Steel Handles, 125 Mm Long, (Isi Marked) , 01No. Of Helical Door Spring Of 300 Mm Length Is Inclusive In This Item And Nothing Shall Be Paid Extra On This Item..3. The Rate Of Mosquito Mesh And Xtn Aluminium Mesh Is Included In This Item And Nothing Shall Be Paid Extra On This Account. 56 Supply And Fixing Factory Made Upvc White Colour Casement (Openable) Window (Area Exceeding 1.00 Sqm But Not Exceeding 2.00 Sqm Each) Made Of Extruded Profiles With Wall Thickness Of 2.3Mm ( + – 0.2Mm). Window Profile With Hollow Section With Multi Chamber, Frame (60Mm X 58Mm), Sash (60Mm X 73Mm), T Profile (One Vertical Length In Between Two Shutters) (60Mm X 74Mm), Glazing Bead (35Mm X 20Mm) Will Be Mitered Cut And Fusion Welded At All Corners, Including Drilling Of Holes For Fixing Hardware And Drainage Of Water Etc., Making Arrangement For Fixing Of Hardware. Epdm Gasket 1.2 +– 0.2Mm Thick, Galvanized Steel Frame (28Mm X 21.5Mm), Sash (31Mm X 27.5Mm). T Profile (27Mm X 17Mm) To Be Inserted In Required Profile, Frame Will Be Fixed To The Wall With 8 Mm X 100Mm Long Fasteners. Hardware: [Casement Handle Made Of Zinc Alloyed (White Powder Coated), But Hinges OfZinc Alloyed (White Powder Coated), Transmission Gear Made Of Mild Steel With Multi Point Locking System] And 5Mm Thick Glazing With Selected Quality Glass.(Note: The Unit Rate Quoted By Contractor Excludes Cost Of Glass And Includes All Other Connected Accessories. Net Opening Will Be Measured For Payment Purpose.) 57 Material And Labour For 75 Mm Thick Pcc 1:3:6 , Type C-1 Using 20 Mm Graded Stone Aggregate As In Plinth Protection, Finishing The Surface Even And Smooth Without Using Extra Cement Complete All As Specified And As Directed By Engineer-In- Charge. 58 Material And Labour For 75 Mm Thick Pcc 1:3:6 , Type C-2 Using 40 Mm Graded Stone Aggregate As In Plinth Protection, Finishing The Surface Even And Smooth Without Using Extra Cement Complete All As Specified And As Directed By Engineer-In- Charge. 59 Demolition And Breaking Up Drain Pipes (Salt Glazed Ware, Ac Or Reinforced Concrete)Of Any Dia Set In Cement Laid In Trenches Incl All Fittings & Accessorises Complete All As Specified And As Directed By Engineer-In- Charge. 60 Supply & Fixing For 4 Mm Thick, Sheet Glass Ordinary Quality And Glazing With Oil Putty In Square Not Exceeding 0.5 Sqm In Each Pane Complete All As Specified And As Directed By Engineer-In- Charge. 61 Supply & Fixing 4.0 Mm Thick Figured Glass Pin Head Type And Glazing With Oil Putty In Square N.Exc 0.5 Sqm In Each Pane Complete All As Specified And Directed 62 Supply & Fixing 5.5 Mm Thick, Sheet Glass Ordinary Quality Not Exceeding 0.50 Sqm In Each Pane Complete All As Specified And As Directed By Engineer-In- Charge. 63 Supply & Fixing 5.5 Mm Thick, Sheet Glass Ordinary Quality Exceeding 0.50 Sqm In Each Pane Complete All As Specified And As Directed By Engineer-In- Charge. 64 Material And Labour For Providing And Fixing Aluminium Work With Polyester Powder Coated Aluminium ( Minimum Thickness Of Polyester Powder Coating 50 Micron For Doors, Windows, Ventilators And Partitions With Extruded Built Up Standard Tubular Sections/Appropriate Z Sections And Other Sections Of Approved Make Conformikng To Is:733 And Is :1285, Fixing With Dash Fasteners Of Required Dia And Size,Including Necessary Filling Up The Gaps At Junctions I.E At Top , Bottom And Sides With Required Epdm Rubber / Neoprene Gasket Etc. Aluminium Sections Shall Be Smooth , Rust Free, Straight, Mitred And Jointed Mechanically Wherever Required Including Aluminium Cleat Angle, Aluminium Snap Beading For Glazing/ Paneling , C.P. Brass/ Stainless Steel Screws, All Complete All As Specified And Directed By Engineer-In-Charge .Note :- (I) Weight Of Aluminium Sections , Aluminium Cleat Angles , Aluminium Butt Hinges, Aluminium Handles , Aluminium Tower Bolts , Aluminium Peg Stays & Aluminium Snap Beading Shall Be Physically Ascertained Through A Board Of Officers Convened By Ge And Payment Shall Be Made Only After Ascertaining The Actual Weight Of Aluminium At Site.(Ii) The Rate Of Material And Labour For Providing The Epdm Rubber, Neoprene Gasket , C.P. Brass / Stainless Steel Screws Are Included In This Item And Nothing Shall Be Paid Extra On This Account. (Iii) During Considering The Weight Of Aluminium Sections , Aluminium Cleat Angles , Aluminium Butt Hinges, Aluminium Handles , Aluminium Tower Bolts , Aluminium Peg Stays & Aluminium Snap Beading , The Weight Of Epdm Rubber, Neoprene Gasket , C.P. Brass/ Stainless Steel Screws Shall Not Be Considered For Measurments And Payments. Only The Weight Of The Aluminium Sections , Aluminium Cleat Angles, Aluminium Butt Hinges, Aluminium Handles , Aluminium Tower Bolts , Aluminium Peg Stays & Aluminium Snap Beading Shall Be Considered And Measurment And Payment Shall Be Made Accourdingly.(Iv) During The Weight Of Aluminium Sections , Aluminium Cleat Angles , Aluminium Butt Hinges, Aluminium Handles , Aluminium Tower Bolts , Aluminium Peg Stays & Aluminium Snap Beading ,The Weight Of Polyester Powder Coating 50 Micron Shall Not Be Considered For Weight But The Rate Of Material And Labour For Providing Polyester Powder Coating 50 Micron Is Included In This Item And Nothing Shall Be Paid Extra On This Account. (V) Glazing /Paneling And Wire Mesh Shall Be Measured And Paid Seperately. (V)The Board Shall Be Duly Countersigned By Ge Shall Enclosed With Final Bill . 65 Supply & Fixing Stainless Steel Wire Cloth 0.36 Mm Nominal Dia Of Wire And Average Width Of Aperture 1.4Mm And Fixed With Tinned Tacks To Stainless Steel Wire Staple Complete All As Specified And As Directed By Engineer-In-Charge. 66 Supply & Fixing Galvanised Ms Wire Cloth 0.36 Mm Nominal Dia Of Wire And Average Width Of Aperture 1.4Mm And Fixed With Tinned Tacks To Galvanised Ms Wire Staple Complete All As Specified And As Directed By Engineer-In-Charge. 67 Material And Labour For Providing And Laying Premium (1St Quality) Straight Edge,Stain Free, Glooss Finish, Square Marbonite Double Charged Vitrified Tiles Size In 600Mm X 600Mm X 9Mm To 10Mm Thick As In Floors Etc. Shade As Approved By Ge , Set And Jointed With Using Spacer And Approved High Polymer Modified, Grey Cement-Based Tile Adhesive Suitable For Fixing Medium Format Tile/Stone In Walls/Floor Conforms To Is 15477 : 2019 Type 2T “Adhesives For Use With Ceramic, Mosaic And Stone Tiles” Conforms To En 12004: 2017 And Is A Normal Cementitious Adhesives (C1) With Slip Resistance (T) Of Class C1 And Necessary Grouting As Per Manufacturer’S Instruction, Completed All As Specified And Directed By Engineer-In-Charge. 68 Supply And Fixing Anodised Aluminium Snap Grid Frame Work For False Ceiling 605Mm X 605 Mm Etc Complete All As Specified And As Directed By Engineer-In-Charge. 69 Supply And Fixing False Ceiling At All Heights With Grg (Glass Fibre With Reinforced Gypsum) False Ceiling Tiles Of Size 595 X 595 Mm Of Approved Tecture Design And Patterns Having Moisture Content Less Than 2% Humidity Resistance Of 99%, Nrc 0.50 To 0.75 As Per Is 8225:1987, Noncombustible As Per Bs 476 (Part 4)- 1970 And Light Reflectance Of 85%D (Minimum) To Be Laid In True Horizontal Level Suspended On Inter Locking Metal T-Grid Of Hot Dipped Galvanisezed Iron Section Of 0.33Mm Thick (Galvanized @ 120 Grams Per Sqm Including Both Sides) Comprising Of Main T Runners Of Size 15 X 32 Mm Of Length 3000 Mm, Cross-T Of Size 15 X 32Mm Of Length 1200Mm And Secondary Intermediate Cross T Of Size 15 X 32 Mm Of Length 600Mm To Form Grid Module Of Size 600 X 600Mm, Suspended From Ceiling Using Galvanised Mild Steel Items (Galvanizing @ 80 Grams Per Sqm) I.E 50 Mm Long, 8 Mm Outer Diameter M-6 Dash Fasteners, 6Mm Dia Fully Threaded Hanger Rod Upto 1000 Mm Length And L Shape Level Adjuster Of Size 85 X 25 X 2Mm. Galvanized Iron Perimeter Wall Angle Of Size 24 X 24 X 0.40Mm Of Length 3000 Mm To Be Fixed On Periphery Wall I Partition With Help Of Plastic Rawl Plugs At 450 Tiles Fully Center To Center And 40Mm Long Dry Wall Wodd Screws. The Work Shall Be Carried Out As Per Specifications, Drawing And As Per Directions Of The Engineer-In-Charge. 70 Material And Labour Anodised Aluminium Frame For Doors, Windows, Ventilators With One Or More Rebates Including Joining Cleat For Fixing Etc. Omplete All As Specified And As Directed By Engineer-In-Charge. 71 Material And Labour For Providing And Fixing Aluminium Work With Polyester Powder Coated Aluminium ( Minimum Thickness Of Polyester Powder Coating 50 Micron For Doors, Windows, Ventilators And Partitions With Extruded Built Up Standard Tubular Sections/Appropriate Z Sections And Other Sections Of Approved Make Conformikng To Is:733 And Is :1285, Fixing With Dash Fasteners Of Required Dia And Size,Including Necessary Filling Up The Gaps At Junctions I.E At Top , Bottom And Sides With Required Epdm Rubber / Neoprene Gasket Etc. Aluminium Sections Shall Be Smooth , Rust Free, Straight, Mitred And Jointed Mechanically Wherever Required Including Aluminium Cleat Angle, Aluminium Snap Beading For Glazing/ Paneling , C.P. Brass/ Stainless Steel Screws, All Complete All As Specified And Directed By Engineer-In-Charge .Note :- (I) Weight Of Aluminium Sections , Aluminium Cleat Angles & Aluminium Snap Beading Shall Be Physically Ascertained Through A Board Of Officers Convened By Ge And Payment Shall Be Made Only After Ascertaining The Actual Weight Of Aluminium At Site.(Ii) The Rate Of Material And Labour For Providing The Epdm Rubber, Neoprene Gasket , C.P. Brass / Stainless Steel Screws Are Included In This Item And Nothing Shall Be Paid Extra On This Account. (Iii) During Considering The Weight Of Aluminium Sections , Aluminium Cleat Angles & Aluminium Snap Beading , The Weight Of Epdm Rubber, Neoprene Gasket , C.P. Brass/ Stainless Steel Screws Shall Not Be Considered For Measurments And Payments. Only The Weight Of The Aluminium Sections , Aluminium Cleat Angles & Aluminium Snap Beading Shall Be Considered And Measurment And Payment Shall Be Made Accordingly.(Iv) During The Weight Of Aluminium Sections , Aluminium Cleat Angles & Aluminium Snap Beading ,The Weight Of Polyester Powder Coating 50 Micron Shall Not Be Considered For Weight But The Rate Of Material And Labour For Providing Polyester Powder Coating 50 Micron Is Included In This Item And Nothing Shall Be Paid Extra On This Account. (V) Powder Coated Butt Hinges, Aluminium Handles, Aluminium Tower Bolts & Aluminium Peg Stays Shall Be Measured And Paid Seperately Under Respective Itmes Of ScheduleA Boq.(V) Glazing /Paneling And Wire Mesh Shall Be Measured And Paid Seperately. (Vi)The Board Shall Be Duly Countersigned By Ge Shall Enclosed With Final Bill 72 Material And Labour Anodised Aluminium Grill (Anodised Transparent Of Dyed To Required Shade According To Is: 1868 With Minimum Anodic Coating Of Grade Ac 15) Of Approved Design/Pattern, With Approved Standard Section And Fixed To The Existing Window Frame With C.P. Brass/Stainless Steel Screws @ 200 Mm Centre To Centre, Including Cutting The Grill To Proper Opening Size For Fixing And Operation Of Handles And Fixing Approved Anodised Aluminium Standard Section Around The Opening, All Complete As Per Requirement And Direction Of Engineer-In-Charge. 73 Taking Up Or Down Galvanised Steel Water Tubing (Gi Pipe) 15Mm Bore Including Fitting/Connection From Wall/Ceiling/Floor/Concealed Etc. Complete All As Specified And As Directed By Engineer-In-Charge. 74 Taking Up Or Down Galvanised Steel Water Tubing (Gi Pipe) 20Mm Bore Including Fitting/Connection From Wall/Ceiling/Floor/Concealed Etc. Complete All As Specified And As Directed By Engineer-In-Charge. 75 Supply And Fixing 16 Mm Bore Cpvc Pipe Sdr 11 With And Including Cpvc Sdr 11 Fittings And Fixed To Walls & Ceilings Or Laid In Floors, Complete Complete All As Specified And As Directed By Engineer-In-Charge 76 Supply And Fixing 20 Mm Bore Cpvc Pipe Sdr 11And Plain Cpvc Sdr 11 Fitting With All Fitting And Fixed To Walls & Ceilings Or Laid In Floors, Including Taking Down Unservicable Existing Gi Tubing Of 20Mm Bore And Fittings Complete Complete All As Specified And As Directed By Engineer-In-Charge. 77 Supply And Fixing 25 Mm Bore Cpvc Pipe Sdr 11And Plain Cpvc Sdr 11 Fitting With All Fitting And Fixed To Walls & Ceilings Or Laid In Floors, Including Taking Down Unservicable Existing Gi Tubing Of 20Mm Bore And Fittings Complete Complete All As Specified And As Directed By Engineer-In-Charge. 78 Material And Labour For Cutting Chases In Brick Wall , Pinning In. Making Good To Facings Where Required And Pointing In Cement Mortar 1:3 Or Pcc 1:2:4 To Ends Or Edges Of Landings, Steps, Cills, Sunshades, Shelves, Lintels, Etc.; And Cutting Chases For Concealed Water Tubing Or Concealed Conduit Wiring, Etc., And Making Good, Cutting Exc 10 Cm But Not Exc 20 Cm Girth Complete All As Specified And As Directed By Engineer-In- Charge.. 79 Supply And Fixing In Repair Brass Chromium Plated Wall Mixer For Mixing Hot & Cold Water Screwed Down, Screwed For 15Mm Bore Pipe Or For Brass Ferrule Complete All As Specified And As Directed By Engineer-In-Charge. 80 Supply And Fixing In Repair Bib Taps Cost Copper Alloy With Crutch Or Butterfly Handle , Screwed Down , Chromium Plated Screwed For Iron Pipe Or Brass Ferrul For 15Mm Bore Dia Pipe Complete All As Specified And Director. 81 Supply And Fixing In Reapir 15Mm Bore Bib Tap, Long Body, Fancy Type, Chromium Plated, Cast Copper Alloy With Crutch Or Butterfly Handle, Screwed Down, Screwed For Iron Pipe Or For Brass Ferrule Complete All As Specified And As Directed By Engineer-In-Charge. 82 Supply And Fixing In Repair 15Mm Bore Stop Valves, Fancy Type, Chromium Plated With Long Shank And Cup (Concealed Type) Cast Copper Alloy, Screwed Down, High Pressure, With Crutch Or Butterfly Handle, Screwed Both Ends For Iron Pipe Or For Unions And Fixed For Iron Pipe Or For Brass Ferrule Complete All As Specified & Directed By Engineer-In-Charge. 83 Supply And Fixing In Repair Angular Stop Cock With Wall Flange, Fency Type Chromium Plated Cast Copper Alloy Screwed Down, High Pressure, Screwed One Ends For 15Mm Bore Of Iron Pipe Or For Union And Fixed In Position Complete All As Specified & Directed By Engineer-In-Charge. 84 Supply And Fixing In Repair Vitreous China Wash Hand Basin, White, Flat Back, Size 450Mm X 300 Mm Including Cast Iron Cantilever Bracket With And Including 32 Mm Dia Brass Waste Coupling And With And Including Fixing Of Waste Fitting And Union Complete All As Specified And As Directed By Engineer-In-Charge. 85 Supply And Fixing In Repair Ptmt Mirror Cabinet Of Size 380Mm X 450Mm Best Quality Confirming Ot Sample Kept In GeS Office Complete All As Specified And Directed By Engineer-In-Charge. 86 Supply And Fixing In Replacement Sink With Drainage Board Made Of Stainless Steel 1 Mm Thick Kitchen Or Laboratory With Plugs, Washers And Wastes; Including Bedding In Cement Mortar To Dwarf Wall Or Including Fixing Cantilever Brackets And Connecting Union To Pipe Overall Size 915Mm X460Mm Bowl Size 410Mm X330Mm X160Mm Complete All As Specified And As Directed By Engineer-In-Charge. 87 Supply & Fixing In Replacement Brass Cp Mixer For Mixing Hot & Cold Water Screwed Down For Iron Pipe And Fixed For Iron Pipe 15Mm Bore Complete All As Specified And As Directed By Engineer-In-Charge. 88 Supply And Fixing In Repair Stainless Steel Plate Rack Of Size 900Mm X 600Mm X 250Mm And Thickness Of Stainless Steel Strip Of 1Mm Fixed On Wall Etc. Complete All As Specified And Directed . 89 Material And Labour For Cutting Holes In Brick Walls Built In Cement Mortar (Not Exceeding Half Brick) For Inserting Hold Fast And Making Good Dismantled Portion In Cm 1:3 Or Cement Concrete 1 : 2 : 4 , Type B1 As Required , Depth Of Embedded Portion Exceeding Half Brick Walls And Not Exceeding One Brick Of Hold Fast Or Lugs Measured From The Face Of The Jamb Into Walls Complete All As Specified And As Directed By Engineer-In- Charge. 90 Material And Labour For In Repair Vitreous China Wash Down Water Closet Pan Wall Hanging Single Piece (With And Including Flushing Cistern Ewc) P Trap, With And Including White Coloured Closed Pattern Plastic Seat Cover, Hand Faucet , With And Including Mild Steel Chromium Plated Or Aluminised Hinging Device Complete All As Specified And As Directed By Engineer-In- Charge. 91 S & F In Repairs Cp Stainless Steel Grating (With Or Without Waste Hole), 125Mm Size, Fixed On Floor/Nahani Gully Trap Traps Etc Complete All As Specified And Directed. 92 S&F In Repair 25Mm Dia And 1Mm Thick Stainless Steel Drapery Rod Including With Bracket / Wall And Other Side Fancy Knobs At Both Ends As Approved By Engineer-In-Charge/Ge Including Taking Down Old Existing Rod/Pelmet With Accessories Complete All As Specified. 93 Supply And Fixing Cp Brass Fancy Type Corner Glass Shelf (25Cm/30Cm ) With Cp Brass Bracket & Railing Etc. Complete All As Specified And As Directed By Engineer-In- Charge. 94 Supply And Fixing In Repair Stainless Steel, Chromium Plated, Decorative Type, Soap Dish Holder Of Approximate Size 160Mm X 160Mm X 90 Mm Fixed To Wall With Rubber Plugs Complete All As Specified And As Directed By Engineer-In-Charge. 95 Supply & Fixing In Replacement Brass Chromium Plated Tubular Towel Rail 20Mm Dia D Type, 600Mm Long Between Flanges Fixed To Plug , Bracket With Chromium Plated Brass Screws Complete All As Specified And Directed By Engineer-In-Charge. 96 Supply And Fixing 110 Mm Bore Of Pipe Pvc (Swr) Type B Pipes Single Socket 6 Kg/Sq Cm In Any Length With Stack Clamps Made Out Of 50Mm By 5 Mm Flat Iron And 16Mm Dia Round Iron Stays, Including Bolts And Nuts And Securing Ends Of Stays To Wall At A Distance Of 100-120Mm Away From Walls Complete All As Specified And As Directed By Engineer-In- Charge. Including Taking Down Old Ac Eaves Gutters And Rainwater Pipes ( Of Any Size And Pattern), Including All Fittings, Compete All As Specified And As Directed By Engineer - In-Charge. 97 Supply & Fixing 110 Mm Bore Of Pipe Pvc (Swr) Type B Ring Fit Pipes Single Socket In Any Length With Stack Clamps As Shown In Btd Drg No. 916 Sheet 1/4 To 4/4 And Btd-917 Sheet Sheet 1/1 Of Stays To Wall At A Distance Of 100-120Mm Away From Walls Complete All As Specified And As Directed By Engineer-In- Charge Including Taking Down Old Ac Eaves Gutters And Rain Water Pipes ( Of Any Size And Pattern) Including All Fittings, Compete All As Specified And As Directed By Engineer - In-Charge. 98 Dismantling And Disconnecting Of Existing Ci Soil Vent Pipe 100 Mm Bore Fixed To Wall,Laid In Trenches Incl All Fittings & Accessories Complete All As Specified And Directed. 99 Dismantling And Disconnecting Of Existing Ci Soil Vent Pipe 75 Mm Bore Fixed To Wall,Laid In Trenches Incl All Fittings & Accessories Complete All As Specified And Directed. 100 Supply And Fixing 110 Mm Bore, Pvc (Swr) Fittings Type -B Such As Bends, Tee, Shoe Etc; Fixed To Pvc Pipes, Compete All As Specified And As Directed By Engineer - In-Charge. 101 Supply & Fixing 110Mm Bore Pvc (Swr) Pipes Single Socketed In Any Length With Rubber Ring Joints Laid In Trenches Or In Floors Complete All As Specified And As Directed By Engineer-In- Charge. 102 S&F 110 Mm Bore Of Pvc (Swr) Bends And Tee, Type - B Of Any Radius / Shoe With Access Door Fixed To Pvc Pipes Complete All As Specified And Directed. 103 S&F 75 Mm Bore Of Pipe Pvc (Swr) Pipes Type - B Single Socket In Any Length With Rubber Ring Joint Fixed To Walls With Ms Clamps Of F1 25X2Mm Complete All As Specified And Directe 104 S&F 75 Mm Bore Of Pipe Pvc (Swr) Pipes Type - B Double Socket In Any Length With Rubber Ring Joint Fixed To Walls With Ms Clamps Of F1 25X2Mm Complete All As Specified And Directe 105 S&F 75 Mm Bore Of Pvc (Swr) Bends & Tee, Type - B Of Any Radius / Shoe With Access Door Fixed To Pvc Pipes Complete All As Specified And Directed. 106 S&F In Repairs Pvc (Swr) Gully Trap Of Size 150 X 150 Mm, Square Or Round Mouthed, Type P Setting And Jointing With Solvent Cement Complete All As Specified And Directed. 107 Supply And Fixing In Repair Pvc (Swr) Type -B Floor Trap Any Type (Q, S, P), 110/75Mm Dia With Grating Including Jointing To Waste Pipe Fixed In Cement Concrete (1:2:4) Type B-1 Using 20Mm Graded Stone Aggregate Complete All As Specified And Directed By Engineer-In- Charge. 108 Supply And Fixing In Replacement 10 Litres Capacity Pvc Valveless Syphonic Action Type Low Level Flushing Cistern White With Inlet, Ball Valve, Float, Handle Including Brackets And 32Mm Dia Pvc Flush Pipe Complete All As Specified And Directed By Engineer-In-Charge. 109 S&F In Repair Vitreous China Wash Basin, White, Oval Type , Size 450 Mm X 300 Mm Fixed On And Including Cast Iron Cantilever Bracket, 32 Mm Dia Brass Waste Coupling And Including Fixing Of Tap, Waste Fitting And Union Complete All As Specified And Directed. 110 Supply & Fixing In Repair Chromium Plated Square Shower Rose 200Mm X 200Mm Size, With Or Without Swivel Joints, Any Size, Including Fixing To Steel Pipe Or Union For 15Mm Bore Of Pipe Complete All As Specified And As Directed By Engineer-In-Charge. 111 Supply & Fixing In Repair Pvc Connections 15Mm Size With Brass Nuts Of Length 450Mm Complete All As Specified And As Directed By Engineer-In-Charge. 112 Supply & Fixing In Repair Pvc Waste Pipe With Socket Suitable For Connection To Waste Fittings Of 32/40Mm Dia, And Of Length Minimum 75 Cm Complete All As Specified And As Directed By Engineer-In-Charge. 113 Supply And Fixing In Replacement Three Layers 500 Litre Hdpe Water Storage Tanks Polyproof. White In Colour Rotational Moulded Polyethylene (Cylindrical Vertical With Closed Top) Hoisted And Fixed In Position Including Supply And Fixing Of Suitable Size Inlet/Outlet Arrangement & Other Accessories Complete All As Specified And As Directed By Engineer-In-Charge. 114 Supply And Fixing In Replacement Three Layers 1000 Litre Hdpe Water Storage Tanks Polyproof. White In Colour Rotational Moulded Polyethylene (Cylindrical Vertical With Closed Top) Hoisted And Fixed In Position Including Supply And Fixing Of Suitable Size Inlet/Outlet Arrangement & Other Accessories Complete All As Specified And As Directed By Engineer-In-Charge. 115 Supply And Fixing In Repair Ball Valve High Pressure Of Ptmt With Epoxy Coated Aluminium Rod And High Density Plastic Ball Screwed For Iron Pipe Of Size 20 Mm Bore (Minimum Weight 20Mm-210 Gram) Complete All As Specified And As Directed By Engineer-In- Charge. 116 Supply & Fixing In Repair Gun Metal, Globe Or Gate Valve (Isi Marked), Brass Cast Copper Alloy, With Iron Wheel Head, Screwed Both Ends Suitable For 20Mm Bore Iron Pipes Complete All As Specified And As Directed By Engineer-In-Charge. 117 Supply & Fixing In Repair Gun Metal, Globe Or Gate Valve (Isi Marked), Brass Cast Copper Alloy, With Iron Wheel Head, Screwed Both Ends Suitable For 25Mm Bore Iron Pipes Complete All As Specified And As Directed By Engineer-In-Charge. 118 Supply And Fixing In Replacement Bevelled Edge Mirror Selected Quality 5Mm Thick Glass Mounted And Fixed To With Chromium Plated Brass Screws And Cup Washers, With And Including Pvc Frame Around Made Of Pvc Channel, Complete All As Specified And Directed By Engineer-In-Charge. 119 Supply And Fixing In Repairs Sheet Glass Shelf Assembly Consisting Of 5.5Mm Thick Sheet Glass Shelf 12Cm Wide With Chromium Plated Bracket Guard And Railing 60Cm Long Complete All As Specified And As Directed By Engineer-In- Charge. 120 Roughening Surfaces Of Old Concrete Floor By Picking, Sweeping Clean And Washing Down With Water To Remove Dust, Etc. Complete All As Specified And As Directed By Engineer-In-Charge. 121 Dismantling Floor, Hearth Or Wall Tiling Including Cement Mortar Bedding (But Not Backing), Removing Serviceable Tiles To Store And Rubbish Off The Permises Etc. Complete All As Specified And Directed By Engineer-In-Charge. 122 M&L For Pcc (1:2:4) Type B-1, Using 20 Mm Graded Stone Aggregate As In Floor Surface Finished Fair 30 Mm Thick Below Tiles Complete All As Specified And Directed. . 123 M & L Non-Skid Coloured Ceramic Tiles 7 To 8 Mm Thick (Square/ Rectangular) Area Of Each Tile Exceeding 0.11 Sqm But Not Exceeding 0.18 Sqm, In Floors Etc. Set And Jointed In Neat Cement Slurry And Pointed In White Or Coloured Cement To Match Over & Including 15Mm Thick Screed In Cm 1:6 Complete All As Specified And Directed. 124 Material And Labour 25Mm Thick Cement Concrete Type B-1, 1:2:4 (12.5 Mm Graded Stone Aggregate) As Floors, Sub-Floors Etc And Finishing Surfaces Of Concrete Topping As Even & Fair Or Even & Rough To Receive The Topping Layer Complete All As Specified And Directed By Engineer-In-Charge. 125 Material And Labour For Double Charge Vitrified Ceramic Tiles ,Stain Free, Having Size Not Less Than 600X300Mm And 8 Mm Thick, Premium (1St Quality) Straight Edge, Colour As Approved By Ge , As In Vertical Surfaces Such As Skirting , Set And Jointed In Neat Cement Slurry And Laid Over And Including 10 Mm Thick Rendering In Cement Mortar 1:4 Complete All As Specified And As Directed By Engineer-In- Charge. 126 Material And Labour Granite (Of Any Type) Work (Table Rubbed And Polished) As In Steps, Pillars,Win Dow-Cills, Cooking Platforms And Like In Laid Over And Including 15 Mm Thick Screed In Cement Mortar (1:4) And Pointing In White Cement (1:2) Using Marble Dust With Admixture Of Pigment To Match With Marble Shade And Roundening To The Edge Of Stone Slabs On Edges Etc. Complete All As Specified And As Directed By Engineer-In-Charge. 127 Dismantling Stone Slabs And Tiles Of Any Description Or Thickness In Floors, Aprons Etc Laid Dry Or Bedded And Pointed In Any Mortar Complete All As Specified And As Directed By Engineer-In-Charge. 128 Demolition Of Cement Concrete Reinforced Of Any Discription And In Any Position, Including Reinforcement Cut As Required To Facilitate And Including Removing Rubbish Material From Building And Thrown In Low Lying Empty Area (As Per Direcction Of Age/Je) At Any Distance Upto 500 Metres From The Site Complete All As Specified And As Directed By Engineer-In-Charge. Note:The Weight Of Scrap Iron For Schedule Of Credit Shall Be Ascertain By Boo As Ordered By Ge.The Copy Of Boo Duly Countersinged By Ge Shall Be Enclosed With Final Bill. 129 Material And Labour For Reinforced Cement Concrete, Nominal Mix,1:2:4, Type-B1, Using 20 Mm Graded Stone Aggregate As In Slabs Supported On Walls, Beams And Columns In Floors, Roofs, Landings, Balconies, Canopies, Deck Slabs And In Shelves And The Like Including Proper Compaction By Using Mechanical Viberator Complete All As Specified And Directed. Note : Reinforcement And Form Work Shall Be Measured And Paid For Separately Under Appropriate Item Of This Schedule. 130 Supply And Fixing Pvc (Hdpe) Swr, 110 Mm Bore, Single Socketed In Any Length With Rubber Ring Joints Using Solvent As Per Manufacture Instruction, Fixed To Walls Complete All As Specified Including Fixing Of Pipe To Wall With Flat Irons Clamps Of Size 25 X 3 Mm, Bolts, Washers, Nuts, Nails Etc, After Taking Down Existing Damaged Rain Water Pipe Complete All As Specified And Directed 131 Material & Labour For In Repair 75 Mm Dia Pvc (Swr) Floor Trap Type B , Plain With Grating Including Jointing With Solvent Complete All As Specified And Directed By Engineer-In-Charge. 132 Material & Labour For 100 Mm Dia Pvc (Swr) Floor Trap Type B , Plain With Grating Including Jointing With Solvent Complete All As Specified And Directed By Engineer-In-Charge. 133 Material And Labour For Water Proofing Tratment To Roof / Terrace (Material Of Water Proof Treatment As Approved By Ge) Single Component, Acrylic Based, Flexible, Micro Fibre Reinforced Waterproofing And Heat Reflective Coating System. The Treatment Shall Be Carried Out As Per The Manufacturers Instructions And Shall Include The Followings:(A) Preparation Of Substrate And Cleaning It Off All Loose And Triable By Mechanical Means(B) Open The Cracks Lines To Form , V Grooves With Cutter/Hammer/Chisel Up To 5-10Mm And Filling With Crack Filler And Pu Sealant.(C) Application Of Primer Coat @ 0.2 To 0.3 Kg/ Sqm Followed By The First Coat @ 0.75Kg/ Sqm.(D) The Second Coat Shall Be Applied @ 0.75 Kg / Sqm And Reinforced With Fabric Re-Inforcement Between The First And Second Coat.(E) The Top Coat Of Primer Shall Be Applied After The Second Coat Dries Off @ 0.05-0.08 Kg Per Sqm.(F) The Material Shall Adhere To Following Specification. Technical Specification Of Materialtensile Strength 1.5 Mpa Astm D412Elongation At Break > 200% Astm D412Adhesion In Peel > 1.5 Mpa (On Concrete Substrate) En 1542Crack Bridging Ability Passes Upto 3.2Mm Width Astm C1305Permeability To Water Vapour Passes Is 2645Water Vapour Transimission ~ 23 G/M²/24Hr Astm E96Water Absorption 134 Material And Labour For 40Mm Average Thick Pcc Padding In 1:2:4 Type B-1 (Using 20Mm Graded Stone Aggregates) As In Roof Slab Finishing The Surface Even And Fair Using Liquid Water Proofing Compound Complete All As Specified And Directed. Liquid Water Proofing Compound Shall Be Measured And Paid Separetly As Supply Only Under Appropriate Item Of Schedule A Boq. 135 Material And Labour For Making Benching With Pcc 1:2:4 Type- B0, Using 12.5Mm Graded Stone Aggregates Using With Liquid Water Proof Compound As Per ManufacturerS Instruction Along Side Wall Adjoining To Roof In Concave Shape Complete All As Specified And Directed. Note : Liquid Water Proofing Compound Shall Be Measured And Paid Separetly As Supply Only Under Appropriate Item Of Schedule A Boq. 136 Material And Labour For Cement Concrete 1:2:4 , Type B-2 Using 40 Mm Graded Stone Aggregate As In Foundation Filling And Mass Concrete Complete All As Specified And As Directed By Engineer-In-Charge. 137 Material And Labour For Water Proofing Compound Complete All As Specified And Directed. 138 Supply And Laying Dwcpe (Sn 8) Drain Pipes 150 Mm Nominal Dia As Per Is-16098 (Part-Ii), Laid In Trenches On Bed Including All Accessories/ Fittings/ Jointed Ring, Jointing And Testing Complete All As Specified And As Directed By Engineer-In- Charge.Note:- Excavation , Earth Work, Bedding And Pedestal / Anchorage If Required Shall Be Measured And Paid Separately Under Appropriate Item Of Boq/ Sch A 139 Material And Labour For Pcc (1:3:6) Type C-2 Using 40 Mm Graded Stone Aggregates As In Concrete Bed Of Sgsw Drain Pipes Of 150 Mm Bore, Laid To Required Slope Including Packing Under And Haunching Against The Sides Of Pipes After They Are Laid And Tested Complete All As Specified And As Directed By Engineer-In-Charge. Note :- (I) Thickness Of Concrete Bed Below The Barrel Of Pipe Shall Be 10 Cm. (Ii) Width Of Concrete Bed Shall Be Outer Diameter Of Drain Pipes (Not Of Sockets / Collar) Plus 30Cm. 140 Material & Labour For Antitermite Treatment Along The External Wall Below Concrete Or Masonry Apron Using Chemical Emulsion @ 2.25 Litres Per Linear Metre Including Drilling And Plugging Holes Etc. In Apron/Plinth Etc., Complete All As Specified And As Directed By The Engineer-In-Charge. 141 Material And Labour For Att At Points Of Contact Of Wood Work By Chemical Emulsion (In Oil Or Kerosene Based Solution) @ 0.5 Litre/Hole By Drilling 6Mm Dia Holes At A Downward Angle Of 45 Degree At 150Mm Centre To Centre And Sealing The Same Complete All Sepecified And Directed By Engineer-In-Charge. 142 Material And Labour For Att Of Soil Under Existing Floors Using Emulsion @ One Liter Per Hole, 300Mm Apart Including Drilling And Plugging 12Mm Dia Holes With Cement Mortar 1:2 (1 Cement :2 Coarse Sand) To Match The Existing Floors Complete All Sepecified And Directed By Engineer-In-Charge. 143 Material And Labour For Writing Letters Or Figures (Block,Roman, Italic Ot Indian) Of Any Description, Not Exceeding 30Cm High With Paint Complete All Sepecified And Directed By Engineer-In-Charge. 144 Material And Labour For Cutting Into Existing Manholes For Connecting New Drains, Making Good To Pipe And Rendering, Cutting Out Existing Benching For And Forming Branch Channel (1/2 Round Or 3/4 Section) In Cement Concrete 1:2:4 Type B-L Smooth Finished, And Reforming Benching As Required For Internal Dia Of Pipe In 150 Mm Complete All As Specified And As Directed By Engineer-In-Charge. 145 Taking Down Cement Or Cement Lime Plaster On Brick Or Stone Walls, Etc. Including Raking Out Joints, Hacking For Key, Scrubbing Down With Water, Etc. Complete All As Specified And As Directed By Engineer-In-Charge. 146 Material And Labour For 15Mm Thick Rendering In Cm (1:6) (Internal Surface) On Other Than Fair Faces Of Brick Work Or Concrete Surfaces And Finishing Even & Smooth But Without Using Extra Cement Complete All As Specified And As Directed By Engineer-In-Charge. 147 Material And Labour For Factory Made,Machine Pressed Precast Interlocking Paver Block 60 Mm Thick With Grey Cement And No Pigment, Any Shape And Size, Conforming To Is 15658-2006, Made Out Of M-35 Grade Concrete Laid Over Sand Cushioning Complete All As Specified And As Directed By Engineer-In- Charge. Note: The R Sand Cushioning Shall Be Measured And Paid Seperately Under Appropriate Item Of Schedule A Boq. 148 Dismantling Of Brick Tiles Or Terracing Tiles Single Layer On Roof & Disposal Of Retrieved Material Upto A Distance N.Exc 100M Where Directed, Complete All As Specified And Directed By Engineer-In- Charge. 149 Demolition Of Mud In Roofs, Any Thickness, Including Plastering And Leeping (Whether Full Thickness Removed Or Only A Part Thereof Disposal Off Rubbish Upto A Distance Not Exceedomg 500.00Mtr Where Directed ) Complete All As Specified And Directed By Engineer-In- Charge. 150 Material And Labour For 15Mm Thick Screed Bed Or Bedding Layear In Cement Mortar 1:4 On Roof Surfaces, Parapet Or Vertical Beam Surface (Horizontal Or Vertical) Finishing The Surfaces Even And Fair Complete All As Specified And Directed By Engineer-In-Charge. 151 Supply And Fixing Anodised Aluminium Handle, Fabricated Type 150Mm Long Complete All As Specified & Directed By Engineer-In-Charge. 152 Supply And Fixing Aluminium Anodised Barrel Tower Bolt Of Extruded Section, 200Mm Long Complete All As Specified & Directed By Engineer-In-Charge. 153 Supply & Fixing Aluminium Anodised Sliding Door Bolts 300Mm Long, With Hasp And Staple (Bolt Type) And Fixing Clips Of Sheet, Cast Or Extruded Sections And Fixing Bolts And Sliding Bolts Of Extruded Sections Or Cast-Aluminium Alloy And Fixed Complete All As Specified & Directed By Engineer-In- Charge. 154 Supply & Fixing Factory Made Steel Window Confirming To Is 1038 With Side Hung Shutters Including Projecting Type Hinges, With Steel Handle, Steel Peg Stay, Complete, Dovetailed Welded, With And Including One Shop Coat Of Zinc Chromate Primer Without Glazing Bars Including Making Good As Per Existing Surfaces Complete All As Specified & As Directed By Engineer-In- Charge.Note: The Rate Of One Shop Coat Of Zinc Chromate Primer Is Included In This Item And Nothing Shall Be Paid Extra On This Account. 155 Supply & Fixing Factory Made Steel Window Confirming To Is 1038 With Side Hung Shutters Including Projecting Type Hinges, With Steel Handle, Steel Peg Stay, Complete, Dovetailed Welded, With And Including One Shop Coat Of Zinc Chromate Primer With Glazing Bars Including Making Good As Per Existing Surfaces Complete All As Specified & As Directed By Engineer-In- Charge.Note: The Rate Of One Shop Coat Of Zinc Chromate Primer Is Included In This Item And Nothing Shall Be Paid Extra On This Account. 156 Supply Only 3.00 Mm Thick Sheet Glass Ordinary Quality ,Fixing With Oil Putty To Wooden Or Steel Surface N.Exc 0.5 Sqm Each Complete All As Specified And Directed 157 Material & Labour For Excavating In Post Holes (Or Similar Holes) Each N Exc 0.5 Cu. M, Getting Out, Returning, Filling In And Ramming Earth Or Broken Rubble Mixed With Earth Around, In Layers Not Exceeding 25 Cm, In Soft / Loose Soil Complete All As Specified And Directed By Engineer-In- Charge. Complete All As Specified And Directed By Engr-In-Charge. 158 Supply And Fixing For Mild Steel Screw Bolts 5Mm To 10Mm Dia Of Neck (Machine Made) With Hexagonal Or Square Heads At One End And Screwed The Other, Or Screwed Both Ends, Each Screwed End To Be Fitted With Washers And One Hexagonal Or Square Nut, Length Of Bolt Exc 5Cm But N Exc 10Cm Long Complete All As Specified And Directed By Engr-In-Charge. 159 Supply And Fixing For Pre -Painted Galvalume Aluminium Zinc Coating Gi Based Corrugated Steel Sheet 0.50Mm Thickness Of Any Colour Having Atensile Strength Of 550 Mpa As In Roof Covering Fixed With L Type Or J Type Or Cranked Hook Bolts All As Specified And Directed By Engineer-In-Charge. 160 Material And Labour For Roof Trusses (Framed), Trussed, Purlins, Crane Gantries, Rails And Fastenings And Heavy Bracket Framing (Beam, Tee, Angle, Channel Or Flat Sections) Including Distance Pieces, Cleats Etc Complete All As Specified And Directed By Engr-In-Charge. 161 Material And Labour For Steel Work In Tubular Post 100Mm Dia Including Special Shaped Washer Etc. Complete Using Erw Or Induction Butt Welded Tubes Conforming To I. S.1161- 1979 Grade St.-240 Including Rolled Mild Steel Joist, Channel, Angle, Or Tee Sections, Fixed Independently, Without Connecting Plates, Etc. (Cut To Ordinary Lengths I.E. Within 20Mm Of The Length Indicated Of Gde Fe 410 -S, Complete All As Specified And Directed By Engr-In-Charge. 162 Supply And Fixing In Repairs Magic Eye For Flush/Panelled Door Shutter Etc Complete All As Specified And As Directed By Engineer-In-Charge. 163 Supply And Fixing Framed Work As In Doors Or Gates Of Angle Or Other Section With Gusset Plates, Rails, Braces, Etc., Complete, Drilled For Fixing Of Steel Sheeting Or Other Covering. Doors, Etc. To Be Prepared For Hanging Or Sliding With And Including Either Hooks And Hinges Or Steel Hanging Door Fittings (Exclusive Of Steel Sheeting Or Other Covering, Running Rails And Guides) Andhanging; Also Fastening And Fixing Complete Complete All As Specified And Directed By Engineer-In -Charge. 164 Material And Labour For Preparation Of New Steel Surfaces Of Any Description Over 10Cm Width Or Girth And Applying Two Coats Of Synthetic Enamel Paint Over With And Including One Coat Of Red Oxide Zinc Chrome Primer Complete All As Specified And As Directed By Engineer-In-Charge. 165 Material And Labour For Preparing Old Steel Surfaces Of Any Description Over 10 Cm Width Or Girth And Applying One Coat Of Synthetic Enamel Paint Complete All As Specified And As Directed By Engineer-In- Charge. 166 Dismantling Boarding, Any Description, Fixed In Any Position With Nails Complete All As Specified And As Directed By Engineer-In- Charge. 167 Supply & Fixing 18Mm Thick Hdhmr Board Uv Coating, Exterior Grade As Approved By Ge, With And Including Acrylic High Gloss Sheet Of Min 1Mm Thick Over Hdhmr Board, Anti Fungal, Moisture Resistance, Anti Borer, As Per Is 14587 For Frame And Shutter For Kitchen Cabinets / Cupboards (Such As Side Wall, Shutter, Partition Back Side Of Etc. Of Cupboard And Cabinets). Complete All As Specified And Directed By Engg-In-Charge. 168 Supply & Fixing In Repairs Of Stainless Steel Cabinet / Drawers Handle Having A Length Of 250Mm And Shape Complete All As Specified And Directed. 169 Supply & Fixing In Repairs Of Partial Overlay / Fully Overlay Hydraulic Self Closing Concealed Hinges Having Size 103Mm X 64Mm Finish Of Nickel/Silver As Approved By Ge Complete All As Specified And Directed By Engg-In-Charge. 170 M&L For 40Mm Gi Pipe Medium Grade Made To Shape As In Spout Pipe As In Sunken /Verandah/ Balconey Complete All As Specified And As Directed. 171 Supply And Laying Or Fixing Or Laid In Trenches/ Ducts/ Through Pipes/ In Floors / Under Roads/ Hard Standing /Along Poles And Testing Lt Cable Xlpe, Pvc Insulated Screened, Bedded, Galvanised Steel Strip Or Wire Armourd Cable (Heavy Duty) 1100 Volt Grade With Aluminium Conductor Having Cross Sectional Area 70 Sqmm X 3.50 Core Conforming To Is-7098 (Part-I -1988) Complete All As Specified And As Directed By Engineer-In-Charge. (Excavation And Earth Work, Sand Cushioning & Gi Pipe Shall Be Measured And Paid For Separately) 172 Taking Down Carefully Copper /Aluminium Point Wiring (Light, Fan, Socket Or Power Point ) Complete Including Fitting Such As Hylem , Sheet Switches, Ceiling Rose, Pendent Holder , Sockets, Fan Regulator , Bell Push, Electronic Bell , Sunken Box Except Concealed Conduit Etc. Complete All As Specified And Directed By Engineer-In-Charge. Notes:(I) The Weight Of Aluminium Scrap , Copper Scrap And Iron Scrap Shall Be Ascertained By Boo As Ordered By Ge And Same Duly Countersinged By Ge Shall Be Enclosed With Final Bill. (Ii) The Rate Of Cutting Chases (As Required) And Making Good Surfaces To Match With Adjoining Surface Shall Be Measured And Paid Seperately Under Serial Item No. 173.00, 174.00, 175.00, 176.00, 177.00, 178.00, 179.00, 180.00, 181.00, 182.00, 183.00, & 184.00 Of Boq. 173 Material And Labour Point Wiring For One Light / Fan Point Controlled By 6 Amps One Way Modular Switch Switch With 2.5 Sqmm Pvc Insulated, Unsheathed Multi Strand Copper Conductor Cable Fr-Lsh In And Including Concealed Pvc Conduit 20 Mm Dia Heavy Duty Isi Marked, Steel Terminal Sunken Boxes And 3 Mm Thick Phenolic Laminated Sheet Top Cover For Sunken Boxes Flush To Surface For One Light Point/Fan Point, Controlled By One Switch On The Same Board With Other Switch Or Independent Including Cutting, Chasing The Surface And Then Making Good The Same In Cm (1:3) Complete All As Specified And Directed By Engineer-In-Charge. (Note:- Switches, Sockets Etc Shall Be Measured And Paid For Separately Under Items Of Schedule). 174 Material And Labour Point Wiring For One Light / Fan Point Controlled By 6 Amps Two Way Modular Switch Switch With 2.5 Sqmm Pvc Insulated, Unsheathed Multi Strand Copper Conductor Cable Fr-Lsh In And Including Concealed Pvc Conduit 20 Mm Dia Heavy Duty Isi Marked, Steel Terminal Sunken Boxes And 3 Mm Thick Phenolic Laminated Sheet Top Cover For Sunken Boxes Flush To Surface For One Light Point/Fan Point, Controlled By One Switch On The Same Board With Other Switch Or Independent Including Cutting, Chasing The Surface And Then Making Good The Same In Cm (1:3) Complete All As Specified And Directed By Engineer-In-Charge. (Note:- Switches, Sockets Etc Shall Be Measured And Paid For Separately Under Items Of Schedule). 175 All As Per Item No 174.00 Here- In -Before But For One 3/5 Pin, Modular Socket Outlet 6 Amp, On Same Board Complete All As Specified And As Directed By Engineer-In- Charge. 176 All As Per Item No 17400 Here- In -Before But For One 3/5 Pin, Modular Socket Outlet 6 Amp, On Independent Board Complete All As Specified And As Directed By Engineer-In- Charge. 177 All As Per Item No 174.00 Here- In -Before But For One 3/5 Pin, Modular Socket Outlet 5/15 Amp, On Independent Board Complete All As Specified And As Directed By Engineer-In- Charge. 178 All As Per Serial Item No 174.00 Of Boq Here-In-Before But For Modular Bell/Buzzer Point Controlled By One Push Button On Independent Board But Not Below The Switch Board, Complete All As Specified And Directed By Engineer-In-Charge. 179 All As Per Serial Item No 174.00 Of Boq Here-In-Before But For Modular Socket Outlet 3 Pin 6 Amp On Independent Board Complete All As Specified And Directed By Engineer-In-Charge. 180 All As Per Serial Item No 174.00 Of Boq Here-In-Before But For 15/16 Amp Socket Out Let By Using 2.5 Sqmm Pvc Insulated Unsheathed Copper Conductor Cable Fr-Lsh Multi Strand On Independent Board Including Provn 2.5 Sqmm Unsheathed, Multi Stranded Copper Conductor Cable Fr-Lsh Continues As Earth Wire Connected To Earth Dolly Etc Complete In Existing Conduit Complete All As Specified And As Directed By Engineer-In-Charge. 181 Material And Labour For Point Wiring For One Light / Fan Point Controlled By One Switch With 1.5 Sqmm (Nominal Area) Pvc Insulated Unshealthed Multi Stranded Copper Conductor Cable Fr-Lsh In Existing Conduit And Provision Sunken Boxes But Inclyding 3 Mm Thick Phenolic Laminated Sheet Top Cover For Sunken Boxes Flush To Surface For One Light Point/Fan Point Controlled By One Switch And Fan Regulator Including Pvc Insulated Unshealthed 1.5 Sqmm Copper Conductor Cable Fr-Lsh Connected To Common Earth Dolly Complete All As Specified And Directed 182 All As Per Srl Item No 181.00 (Here-In-Before) But Socket 3 Pin 5 Amp 230 Volt Flush Type On Same Board 183 All As Per Srl Item No 181.00 (Here-In-Before) But For One Socket Point Outlet 3 Pin 5 Amp In Incdependent Board 184 All As Per Serial Item No 181.00 Of Boq Here-In-Before But For 15 Amp Socket Out Let By Using 1.5 Sqmm Pvc Insulated Unsheathed Copper Conductor Cable Fr-Lsh Multi Strand On Independent Board Including Provn 2.5 Sqmm Unsheathed, Multi Stranded Copper Conductor Cable Fr-Lsh Continues As Earth Wire Connected To Earth Dolly Etc Complete In Existing Conduit Complete All As Specified And As Directed By Engineer-In-Charge. 185 Supply And Fixing Switch Piano, Flush Type Single Pole, One Way 5 Amp Complete All As Specified 186 Supply And Fixing Switch Piano, Flush Type Single Pole, One Way 15 Amp Complete All As Specified 187 Supply And Fixing Socket Outlet 3 Pin, 5 Amp Flush Type All As Specified 188 Supply And Fixing 2 In 1, 3 Pin, 5 And 15 Amp Flush Type Complete All As Specified 189 Supply And Fixing Modular Switch One Way , 6Amp/10Amp ,1 Module, Single Pole, 250 Volts ,Ac Supply, Isi Marked , Complete All As Specified And Directed By Engineer-In-Charge 190 Supply And Fixing Modular Socket Outlet , 6 Amp-2/3 Pin Combined 2 Module , 230 Volts , Multipurpose, Ac Supply, Isi Marked Complete All As Specified And Directed By Engineer-In-Charge. 191 Supply And Fixing Modular Switch One Way 16 Amp, Single Pole, 1 Module 230 Volts , Ac Supply , Isi Marked Complete All As Specified And Directed By Engineer-In-Charge. 192 Supply And Fixing Modular Switch Two Way 6 Amp, Single Pole, 1 Module 230 Volts , Ac Supply , Isi Marked Complete All As Specified And Directed By Engineer-In-Charge. 193 Supply And Fixing Modular Bell Push Switch 6A 1 Module , Isi Marked Complete All As Specified And Directed By Engineer-In-Charge.Note: (I) Labour Element For Taking Down Old Unservicable Material Is Included In Serial Item No.172.00 Of Boq Here-In -Before And Nothing Shall Be Extra Paid On This Account. 194 Supply And Fixing Modular Socket Outlet 6Amp/16Amp-2/3 Pin Combined,2 Module ,230 Volts ,Multi Purpose, Ac Supply, Isi Marked Complete All As Specified And Directed By Engineer-In-Charge. 195 Supply And Fixing Fan Regulator, Modular Type, 5 Step, High Speed, Two Module Complete All As Specified And Directed By Engineer-In-Charge. 196 Supply And Fixing Ceiling Rose 3 Terminal Flush Type 6 Amp 250V ,Isi Marked ,Ac Supply, Topline Series With Polycarbonate 20Mm X 50 Mm Two To Three Terminal, Complete All As Specified And Directed By Engineer-In-Charge. 197 Supply And Fixing Electric / Electronic Bell, Ding Dong Type 230 Volt Ac Supply,Isi Marked Complete All As Specified And Directed By Engineer-In-Charge. 198 Supply And Fixing Wall Mounted Extruded Aluminium/Polycarbonate Led Batten Fixture T8(G13 Holder) 1.2 M Including One Led Retrofit Tube 20(±10) Watt. 1.2 M T8 6500 Efficacy Not Less Than 90 Lumen/Watt Extruded Aluminium/Polycarbonate, Pc Diffusor And Inbuilt Driver Complete Including Making Connection Complete All As Specified And Directed 199 Supply And Fixing Lamp Holder ,Isi Marked Of Pvc/Polycarbonate Type With Back Plate Suitable For Batten Fitting With And Including 9Watt Led Retrofit Lamp (Base B-22) Complete All As Specified And Directed By Engineer-In-Charge. 200 Supply And Fixing Lamp Holder Pvc/ Polycarbonate Type With Back Plate Suitable For Batten Fitting With Led Bulb 5 Watt Lamp Base- B-22 Complete All As Specified And As Directed By Engineer-In- Charge.Note: Labour Element For Taking Down Old Unservicable Material Is Included In Serial Item No.172.00 Of Boq Here-In -Before And Nothing Shall Be Extra Paid On This Account. 201 Supply Only Led Bulb 9 W (Suitable For B22 Base), 250V Ac, Green/Red/ Clear Day Light ( Cdl) In Colour Complete All As Specified And Directed By Engineer-In-Charge.As Per Direction Of Engineer-In-Charge Colour Of Led Luminiure Cdl/Warm White Shall Be Provided By The Contractor As Per Site Requirment And Nothing Shall Be Paid Extra On This Account.Notes:(A) Contractor Has To Furnish A Replacement Warranty Of 02 Years For Led Bulb Complete Including Lamp/ Strip From The Certifiy Date Of Completion Of Ca. The Product Will Be Replaced Free Of Cost In The Following Case :-(I) Manufacturing Defects.(Ii) Failure Due To Mechanical And Electrical Impact. (Iii) Drop In Lumen (Or Lux At 1 M) Below 90% Of Clamied Values Of Lumen(Or Lux At 1 M) Of The Led Bulb . (B) All Led Bulbs Must Meet The Provision Laid Down In Is - 16101, 16102 Part -I/Ii,16103 Part -I, 16104,16105,16106, 16108/2012 And 15885 Part -Ii / Section 13. (C) Scope Of Work Shall Include To Fix Led Bulb Walls/Ceiling Which Includes Needful T & P And Required Accessories Etc If Any, Complete Including Making Connection, Testing Etc Complete. No Extra Payment Is Admissible On These Account.(D) Old Unservicable Retrieved Material Shall Be Deposited In The Store Yard Of Age E/M Ge (North) Bathinda By The Contractor His Own Arrangements And Nothing Shall Be Paid Extra On This Account. (E) The Rate Of Electric Connection Connecting With Using Flexible Copper Wire Twin Core Upto Ceiling Rose/Connector Is Included In This Item And Nothing Shall Be Paid Extra On This Account. 202 Supply And Fixing In Replacement Led Panel Light Fitting Recessed Mounted,Square Shaped Of Size 600Mm X 600Mm , 36 (±10%) Watt, Efficacy Not Less Than 100 Lumen/Watt , Extruded Aluminium/Polycarbonate, Pc Diffusor And Inbuilt Driver Complete As Per ManufacturerS Instructions With And Including Connection With Flexible Twin Core Copper Cable Of Size 23/.00076 From Ceiling Rose To Fitting Complete All As Specified And As Directed By Engineer-In- Charge. 203 Material And Labour In Replacement Sub Main Wiring Complete With Two Single Core 6 Sqmm,1100 Volts Grade, Pvc Insulated, Multi Stranded Copper Conductor Cable Frlsh With And Including Single Core 6 Sqmm,1100 Volts Grade, Pvc Insulated, Multi Stranded Copper Conductor Cable Frlsh For Earth Wire In Existing Pvc Concealed Conduit (Colour Code Phase-Red, Neutral-Black And Earth As Green) Complete All As Specified And Directed By Engineer-In-Charge. Notes:-(A) Three Single Core 6 Sqmm Frlsh Pvc Insulated Unsheathed With Multistranded Copper Conductor Cable 1100 Volts Grade Shall Be Measured As One Length. 204 Supply And Fixing In Replacement Mcb 40Amp -63 Amp Spn ,240Volt , Rupturing Capacity 10 Ka , Curve ‘C’ Isi Marked, Complete All As Specified And Directed By Engineer-In-Charge. 205 Supply And Fixing In Replacement Mcb 6Amp -32 Amp Sp ,240Volt , Rupturing Capacity 10 Ka , Curve ‘C’ Isi Marked, Complete All As Specified And Directed By Engineer-In-Charge. 206 Supply And Fixing In Replacement Mcb 32 Amp Spn ,240Volt , Rupturing Capacity 10 Ka , Curve ‘C’ Isi Marked, Complete All As Specified And Directed By Engineer-In-Charge. 207 Supply And Fixing In Replacement Sheet Metal Enclousers Made Out Of Crca Mild Steel Sheet Not Less Than 1.2Mm Thick,, Double Door, Powder Coated Db Spn 8 Way 240 Volt, Ip -54, 200 Amps Rated Bus Bar, Dust And Vermin Proof Suitable For Incorporation Of McbS And Isolators Etc Complete All As Specified And As Directed By Engineer-In- Charge.Note: Mcb/ Isolators Shall Be Measured And Paid Seperately Under Appropriate Item Of Boq. 208 Supply And Fixing Sheet Metal Enclousers Made Out Of Crca Mild Steel Sheet Not Less Than 1.2Mm Thick,, Double Door, Powder Coated Db Spn 12 Way 240 Volt, 200 Amps Rated Copper Bus Bar, Dust And Vermin Proof Suitable For Incorporation Of McbS And Isolators Etc Complete Complete All As Specified And As Directed By Engineer-In- Charge.Note: Mcb/ Isolators Shall Be Measured And Paid Seperately Under Appropriate Item Of Boq. 209 Supply And Fixing In Replacement Sheet Metal Enclousers Made Out Of Crca Mild Steel Sheet Not Less Than 1.2Mm Thick,, Ip-54 Protection, Flush Mounted For Metal Door, Powder Coated Db Tpn 4 Way, 415 V Ac With 63 Amps Rated Bus Bar, Double Door, Dust And Vermin Proof Suitable For Incorporation Of Incoming Mccb And Outgoing Mcb Sp/Tp And Earth & Neutral Bus Bar Etc Complete All As Specified And As Directed By Engineer-In- Charge.Note: Mcb/ Isolators Shall Be Measured And Paid Seperately Under Appropriate Item Of Boq. 210 Supply And Fixing Wall Mounted Extrdued Aluminium Housing Led Betten Fixture With Tube 1.2 M, 20 Watt Inverter Type, 1.2 M 3000/6500K, Efficacy Not Less Than 90 Lumen/Watt, Extruded Aluminium/Polycarbonate, Pc Diffusor And Integrated Inbuilt Driver Complete Including Making Connection Complete All As Specified And As Directed By Engineer-In- Charge. 211 Supply And Fixing Wall Mounted Extrdued Aluminium Housing Led Betten Fixture With Tube 1.2 M, 25 Watt Inverter Type, 1.2 M 3000/6500K, Efficacy Not Less Than 90 Lumen/Watt, Extruded Aluminium/Polycarbonate, Pc Diffusor And Integrated Inbuilt Driver Complete Including Making Connection Complete All As Specified And As Directed By Engineer-In- Charge. 212 Supply And Fixing Led Batten Fitting 1X10 Watt, 6500K, 2 Ft Complete With Decorative Ultra Slim Square Profile Led Lighting Fixture With Extruded Polycarbonate Environment Friendly, Energy Efficient Complete With All Light Connection All As Specified And Directed 213 Supply And Fixing In Repair Led Street Light Fitting 35 Watt 230 V Ac Outdoor Type With High Pressure Die Cast Aluminium Hosing And Heat Resistant Complete With Driver, Lamp Bracket With Impact And Corrosion Resistant Complete With Ip 65/66 Protection Including Fixing With Gi/Ms Bracket Made Out Of Suitable Size Of Light Grade Tube Upto 1.2 Mtr Length Bent To Shape With 02 Sets Of Ms Clamps Made Out Of Minimum 3 Mm Ms Flat Iron With Iron With Suitable Bolt And Nuts Complete With Making Connection Complete All As Specified And Directed 214 Supply & Fixing Building Security Led Light Of 35 Watt , Ip 66 , Luminaire With High Power With Toughened Glass Complete As Per ManufacturerS Instructions With And Including Bracket Made Out With 40Mm Bore Galvanised Iron Light Grade Pipe 1.20 Mtr Length Bent To Shape With 02 Sets Of Ms Clamps Made Out Of Minimum 3 Mm Ms Flat Iron With Suitable Bolt ,Nuts And Washers Complete And Fixing To Wall / Column With And Including Electrical Connection With 1.5 Mtr Long Twin Core Round Copper Conductor Cable Of Suitable Size And Testing Complete All As Specified And Directed By Engineer-In-Charge. Notes:(A) The Rate Of Bracket Made Out With 40Mm Bore Galvanised Iron Light Grade Pipe 1.20 Mtr Length Bent To Shape With 02 Sets Of Ms Clamps Made Out Of Minimum 3 Mm Ms Flat Iron With Suitable Bolt And Nuts And Electrical Connection With 1.5 Mtr Long Twin Core Round Copper Conductor Cable Of Suitable Size Is Included In This Item And Nothing Shall Be Paid Extra On This Account. (B) Contractor Has To Furnish A Replacement Warranty Of 02 Years For Security Led Light Fittings Complete Including Lamps From The Certifiy Date Of Completion Of Ca. The Product Will Be Replaced Free Of Cost In The Following Case :-(I) Manufacturing Defects.(Ii) Failure Due To Mechanical And Electrical Impact. (Iii) Drop In Lumen (Or Lux At 1 M) Below 90% Of Clamied Values Of Lumen(Or Lux At 1 M) Of The Led /Luminaries. (C) All Security Led Light Must Meet The Provision Laid Down In Is - 16101, 16102 Part -I/Ii,16103 Part -I, 16104,16105,16106, 16108/2012 And 15885 Part -Ii / Section 13. (D) Scope Of Work Shall Include To Fix Security Led Light Fittings Walls/Building Which Includes Needful T & P And Required Accessories Etc If Any, Complete Including Making Connection, Testing Etc Complete. No Extra Payment Is Admissible On These Account. 215 Supply And Fixing Jointing Of Double Walled Corrugated Pipe (Dwc) As Ug Cable Protection Complete Of Size 63 Mm, Complete All As Specified And Directed By Engineer-In-Charge 216 Supply And Fixing Jointing Of Snap Fit Coupler For Double Walled Corrugated Pipe (Dwc) Of Ug Cable Protection Complete Of Size 63 Mm, Complete All As Specified And Directed By Engineer-In-Charge 217 Supply And Fixing Mccb With Adjustable Type, 4 Pole, 63 Amps, 415 Volts, 50 Hz, 25 Ka And Including Sheet Metal Enclosure Out Door Type Made Out Of 3.15 Mm Thick Crca Sheet Mounted On Angle Iron Padesta Including Grouting Complete All As Specified And Directed By Engineer-In-Charge. 218 Material And Labour For Earthing Complete With Galvanised Steel Earth Plate Electrode 600Mm X 600Mm X 6 Mm Thick Burried Directly In Ground To Depth Of Pit Not Less Than 2.25 M Below Normal Ground Level With Top Edge Of The Plate Not Less Than 1.5 M Below Normal Ground Level Surrounded From All Sides By 15 Cm Thick Packed Layer Of Charcoal / Coal Dust And Common Salt Filling In Alternate Layers And Connected To Galvanised Earth Lead Wire 4 Mm Dia By Means Of Bolts, Nuts, Check Nuts And Washers Of Gi Or Steel Including Gi Protection Pipe 15Mm Dia Light Grade Upto The Extent Of 7.5 Metre And Connecting To Earthing Test Point, Main Switch Board Including Gi Pipe 20 Mm Dia Light Grade For Watering, Ms Funnel And Bringing Out The Watering Pipe Upto 30 Cm Above The Normal Ground Level Plugged At Top Including All Fitting Including Pcc Earth Pit With Pcc 1:2:4 Type B-1 Using 20Mm Graded Stone Aggregate And Rcc Pit Cover Including Necessary Earthwork And Excavation In Any Type Of Soil Complete All As Specified As Shown In Electrical Plate No 3 Of Ssr Part-I And Testing On Completion. Note:- (I) Earth Continuity Of Gi Wire 4 Mm Including Protection Pipe Up To 7.5 Mtrs From Earth Electrode Will Be Included In Unit Rate, Complete All As Specified And Directed. (Ii) The Rate Of Earth Work In Soft/Loose Soil I.E. Excavation, Returing Filling And Removal, Form Work Is Included In This Item And Nothing Shall Be Paid Extra On This Account. (Iii) Pcc Chamber Shall Be Constructed At Least 1.5 Metre Away From The Earth Electrode And Pipe For Watering Shall Be Provided In Slanting Manner. (Iv) The Earth Testing Arrangement Should Be Done By The Contractor As Per Direction Of Engineer-In-Charge. 219 Supply And Fixing 1100 Volts Grade Heavy Duty Cable Pvc Insulated Aluminium Strandred Conductor 6Sqmm, Served With Inner Sheathing Of Pvc Tape And Overall Pvc Sheathed In Service Connections Suspended By Insulating Hangers Not More Than 1 Mtr Apart Including 4Mm Suspenstion Wire, One Twin Core Cable Flat All As Specified And Directed 220 Supply And Fixing In Replacement Exhaust Fan 300Mm Sweep (Heavy Duty) Steel Body, Bee, 5 Star Rated ,Ac Supply, Single Phase ,230 Volts, 50Hz,1200Rpm With And Including Frame Including New Mosquito Stainless Steel Wire Mesh Of Guage 0.36Mm With Suitable Wooden Frame Protection Against Birds Etc. Mounted In Suitable Opening Arrangmement In Wall And Electric Connection With And Including Three Core Pvc Insulated Pvc Sheathed Copper Conductor Flexible Cable 24/0.2Mm Drawn In Flexible Pvc Conduit And Hanging On Wall With 04 Nos. Steel Fastners 10Mm Dia 100Mm Long With And Including Serial Number Of Fan As Issued By Engineer-In-Charge And Ge Office Name With Red Colour Permaent Marker Complete All As Specified And Directed By Engineer-In-Charge. 221 Supply And Fixing Exhaust Fan 250Mm Sweep (Heavy Duty) Steel Body, Bee, 5 Star Rated ,Ac Supply, Single Phase ,230 Volts, 50Hz,1200Rpm With And Including Frame Including New Mosquito Stainless Steel Wire Mesh Of Guage 0.36Mm With Suitable Wooden Frame Protection Against Birds Etc. Mounted In Suitable Opening Arrangmement In Wall And Electric Connection With And Including Three Core Pvc Insulated Pvc Sheathed Copper Conductor Flexible Cable 24/0.2Mm Drawn In Flexible Pvc Conduit And Hanging On Wall With 04 Nos. Steel Fastners 10Mm Dia 100Mm Long With And Including Serial Number Of Fan As Issued By Engineer-In-Charge And Ge Office Name With Red Colour Permaent Marker Complete All As Specified And Directed By Engineer-In-Charge. 222 Taking Down Unserviceable Complete Ceiling Fan Along With Blades And Deposited To Age E/M Store Yard Of Ge (South Bathinda) Complete All As Specified And Directed By Engr-In- Charge. 223 Supply & Fixing Ceiling Fan Of 1200Mm Sweep Complete With Blades, Down Rods, With And Including Remote Control, Single Phase, 50 Hz, Min Air Delivery 210 Cfm With Service Value 6.00 Bee. Five Star Rated With Brushless Direct Current (Bldc) Motor Connecting Up Complete With And Including Three Core Flexible Pvc Insulated Multi Stranded Copper Conductor Cable Of Suitable Size From Ceiling Rose / Connector, Including Extra Gi / Ms Pipe Down Rod, As Per Site Requirement , With And Including Serial Number Of Fan As Issued By Engineer-In-Charge And Ge Office Name With Red Colour Permaent Marker Complete All As Specified And Directed By Engineer-In-Charge. 224 Dismantling And Taking Down Of Existing Energy Meter And Refixing The Same Complete All As Specified And Directed By Engineer-In- Charge, 225 Dismantling And Taking Down Existing Geyser And Deposit In The Safe Custody / Store Yard Of Age E/M Of Ge (S) Bathinda And Refixing The Same After Carring Out Repair Work/ Rewiring Accn )Complete All As Specified And Directed By Engineer-In- Charge,
Contract Date: Ref. Documents Contract Value : Ref. Document
Statutory Bodies & Commissions/Committees No of Bidders 4
33.
Drinking Water Supply and Sanitation #11193093 Technical Bid
Tender for Earthwork In Excavation By Manual Means In Trenches For Foundations, Drains, Pipes, Cables Etc ( Not Exceeding 1.5 M In Width) And For Shafts, Wells, Cesspits And The Like Not Exceeding 10 Sqm On Plan ,Depth Upto 1.5 Mt Including Disposal Of Excavated Earth Upto 1 Mtr From Cutting Edges, Disposed Earth To Be Levelled And Neatly Dressed In . All Kinds Of Soil. , Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) In Foundations Drains, Pipes And Cables Etc (Not Exceeding 1.5 M In Width Or 10 Sqm On Plan ) Trenches Including Dressing Of Sides And Ramming Of Bottoms Lift , Dismantling Manually /Mechanically Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Meter Lead Bituminous Road , Dismantling Manually /Mechanically Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Meter Lead Water Bound Macadam Road , Dismantling Tile Work In Floors And Roof Laid In Cement Mortar Including Stacking Material With In 50 Meteres Lead For Thickness Of Tiles 10 Mm To 25 Mm , Dismantling Tile Work In Floors And Roof Laid In Cement Mortar Including Stacking Material With In 50 Meteres Lead For Thickness Of Tiles Above 25 Mm And Upto 40 Mm. , Demolishing Cement Concrete Manually/ By Mechanical Means Including Disposal Of Material In With 50 Mtrs Lead In 1: 3: 6 Or Richer Mix. , Demolishing Cement Concrete Manually/ By Mechanical Means Including Disposal Of Material In With 50 Mtrs Lead In 1:4:8 Or Richer Mix , Laying And Fitting Of Gi Pipes Complete Excluding Cost Of Pipes And Earth Work 15 Mm Dia , 20 Mm Dia. , 25 Mm Dia , 32 Mm Dia. , 40 Mm Dia. , 50 Mm Dia. , 65 Mm Dia. , 80 Mm Dia ( L ) , 80 Mm Dia ( M ) , 100 Mm Dia ( L) , 100 Mm Dia ( M) , 150 Mm Dia ( L) , 150 Mm Dia ( M) , Providing And Fixing Of Gi Pipes Complete With G.I Fittings Excluding Tenching And Refilling Etc. ( External Work) 15 Mm Dia , 20 Mm Dia. , 25 Mm Dia , 32 Mm Dia. , 40 Mm Dia. , 50 Mm Dia. , 65 Mm Dia. , 80 Mm Dia ( L ) , 80 Mm Dia ( M ) , 100 Mm Dia ( L) , 100 Mm Dia ( M) , 150 Mm Dia (M) , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 100 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 150 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 200 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 250 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 300 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 350 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 400 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 450 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 500 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 600 Mm Dia Ductile Iron Class K - 7 Pipes , Fabrication Of Joints Gi/ Di/ Ms (Complete Job) And Involves The Following Items., Earth Work Excavation, Cutting Of Pipes With Hack-Saw, Refilling Of Excavated Earth 90% Earth Work Item, Disposal Of Unserviceable Material Within 500 M By Head Load, Demolition Of Concrete/ Tiles/ Bituminious / Wbm 25 Mm Dia To 50 Mm Dia. , Fabrication Of Joints Gi/ Di/ Ms (Complete Job) And Involves The Following Items., Earth Work Excavation, Cutting Of Pipes With Hack-Saw, Refilling Of Excavated Earth 90% Earth Work Item, Disposal Of Unserviceable Material Within 500 M By Head Load, Demolition Of Concrete/ Tiles/ Bituminious / Wbm 65 Mm Dia To 100 Mm Dia. , Fabrication Of Joints Gi/ Di/ Ms (Complete Job) And Involves The Following Items., Earth Work Excavation, Cutting Of Pipes With Hack-Saw, Refilling Of Excavated Earth 90% Earth Work Item, Disposal Of Unserviceable Material Within 500 M By Head Load, Demolition Of Concrete/ Tiles/ Bituminious / Wbm 125 Mm Dia To 150 Mm Dia. , Fabrication Of Joints Gi/ Di/ Ms (Complete Job) And Involves The Following Items., Earth Work Excavation, Cutting Of Pipes With Hack-Saw, Refilling Of Excavated Earth 90% Earth Work Item, Disposal Of Unserviceable Material Within 500 M By Head Load, Demolition Of Concrete/ Tiles/ Bituminious / Wbm 200 Mm Dia. , Fabrication Of Joints Gi/ Di/ Ms (Complete Job) And Involves The Following Items., Earth Work Excavation, Cutting Of Pipes With Hack-Saw, Refilling Of Excavated Earth 90% Earth Work Item, Disposal Of Unserviceable Material Within 500 M By Head Load, Demolition Of Concrete/ Tiles/ Bituminious / Wbm 250 Mm Dia. , Fabrication Of Joints Gi/ Di/ Ms (Complete Job) And Involves The Following Items., Earth Work Excavation, Cutting Of Pipes With Hack-Saw, Refilling Of Excavated Earth 90% Earth Work Item, Disposal Of Unserviceable Material Within 500 M By Head Load, Demolition Of Concrete/ Tiles/ Bituminious / Wbm 300 Mm Dia. , Fabrication Of Joints Gi/ Di/ Ms (Complete Job) And Involves The Following Items., Earth Work Excavation, Cutting Of Pipes With Hack-Saw, Refilling Of Excavated Earth 90% Earth Work Item, Disposal Of Unserviceable Material Within 500 M By Head Load, Demolition Of Concrete/ Tiles/ Bituminious / Wbm 350 Mm To 450 Mm Dia. , Fabrication Of Joints Gi/ Di/ Ms (Complete Job) And Involves The Following Items., Earth Work Excavation, Cutting Of Pipes With Hack-Saw, Refilling Of Excavated Earth 90% Earth Work Item, Disposal Of Unserviceable Material Within 500 M By Head Load, Demolition Of Concrete/ Tiles/ Bituminious / Wbm 500 Mm To 600 Mm Dia , Dismantling Gi Pipes (External Work) Including Excavation And Refilling After Taking Out The Pipes, Manually/ By Mechanical Means Including Stacking Of Pipes With In 50 Mtrs Lead 15Mm To 40 Mm Dia Nominal Bore , Dismantling Gi Pipes (External Work) Including Excavation And Refilling After Taking Out The Pipes, Manually/ By Mechanical Means Including Stacking Of Pipes With In 50 Mtrs Lead Above 40 Mm Nominal Bore. , Dismantling Ci Pipes Including Excavation And Refilling Trenches After Taking Out The Pipes Manually By Mechanical Means Breaking Lead Caulked Joints, Melting Of Lead And Making Into Blocks Including Stacking Of Pipes And Lead At Site With 50 Mtrs Lead As Per Direction Of Engineer Incharge Upto 150 Mm Dia. , Dismantling Ci Pipes Including Excavation And Refilling Trenches After Taking Out The Pipes Manually By Mechanical Means Breaking Lead Caulked Joints, Melting Of Lead And Making Into Blocks Including Stacking Of Pipes And Lead At Site With 50 Mtrs Lead As Per Direction Of Engineer Incharge Above 150 Mm To 300 Mm Dia. , Dismantling Ci Pipes Including Excavation And Refilling Trenches After Taking Out The Pipes Manually By Mechanical Means Breaking Lead Caulked Joints, Melting Of Lead And Making Into Blocks Including Stacking Of Pipes And Lead At Site With 50 Mtrs Lead As Per Direction Of Engineer Incharge Above 300 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 100 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 125 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 150 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 200 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 250 Mm Dia , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 300 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 350 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 400 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 450 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 500 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 600 Mm Dia. , Filling Available Excavated Earth (Excluding Rock ) In Trenches, Plinth Sides Of Foundation Etc. Layers Not Exceeding 20 Cm In Depth, Consolidating Each Deposited Layers Lead Upto 50 M And Lift Upto 1.5 M , Disposal Of Surplus Excavated Earth Complete Job Upto 1 Km By Mech Transport ( Carriage) , Chequrred Precast Cement Concrete Tiles 22 Mm Thick In Footpath And Courtyard Jointed With Neat Cement Slurry Mixed With Pigment To Match The Shade Of Tiles Including Rubbing And Clearing Etc. Complete On 20 Mm Thick Bed Of Cement Mortar 1: 4 (1 Cement: 4 Coarse Sand) Excluding Cost Of Tiles Ordinary Cement Without Any Pigment , Supply Of Fitter ( 2Nd Class) , Supply Of Labour (Mazdoor) , Supply Of Masson A) Ist Class , Supply Of Masson A) 2Nd Class , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 100 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 150 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 200 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 250 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 300 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 350 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 400 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 450 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 500 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 600 Mm Dia. , Laying In Position S & S Or Flanged Ci Special Such As Tees Bends, Collars, Tappers And Caps Etc (Excluding Cost Of Specials). , Locating/ Tracing Of Blockages/ Leakages Including Excavation Of Pits. , Carriage Of Department Material From Divisional Store To Site Of Work Average Distance 10 Kms By Mechanical Transport (Paid As Per Actual Distance Involved At Site Shall Be Paid As Per S.S. Of Rates 2022) G.I.Pipe And Fitting. , Carriage Of Department Material From Divisional Store To Site Of Work Average Distance 10 Kms By Mechanical Transport (Paid As Per Actual Distance Involved At Site Shall Be Paid As Per S.S. Of Rates 2022) Cement , Carriage Of Department Material From Divisional Store To Site Of Work Average Distance 10 Kms By Mechanical Transport (Paid As Per Actual Distance Involved At Site Shall Be Paid As Per S.S. Of Rates 2022) Sand , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 100 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 150 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 200 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 250 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 300 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 350 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 400 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 450 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 500 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 600Mm To 800Mm Dia , Carriage Of Departmental Material From Stacking Place To Site Of Work Average 200 Mtrs By Head Load ( Paid As Per Actual Distance Involved At Site) G.I. Pipe And Fitting , Carriage Of Departmental Material From Stacking Place To Site Of Work Average 200 Mtrs By Head Load ( Paid As Per Actual Distance Involved At Site) Cement , Carriage Of Departmental Material From Stacking Place To Site Of Work Average 200 Mtrs By Head Load ( Paid As Per Actual Distance Involved At Site) Steel , Replacement Of C.I Sluice Valves/Check Valves Complete With Bolts, Nuts, Rubber Insertions Etc.(Sluice Valves/Check Valves To Be Supplied By The Department) 200Mm Dia , Replacement Of C.I Sluice Valves/Check Valves Complete With Bolts, Nuts, Rubber Insertions Etc.(Sluice Valves/Check Valves To Be Supplied By The Department) 150Mm Dia , Replacement Of C.I Sluice Valves/Check Valves Complete With Bolts, Nuts, Rubber Insertions Etc.(Sluice Valves/Check Valves To Be Supplied By The Department) 100Mm Dia , Replacement Of C.I Sluice Valves/Check Valves Complete With Bolts, Nuts, Rubber Insertions Etc.(Sluice Valves/Check Valves To Be Supplied By The Department) 80Mm Dia , Replacement Of C.I Sluice Valves/Check Valves Complete With Bolts, Nuts, Rubber Insertions Etc.(Sluice Valves/Check Valves To Be Supplied By The Department) 65Mm Dia , Replacement Of C.I Sluice Valves/Check Valves Complete With Bolts, Nuts, Rubber Insertions Etc.(Sluice Valves/Check Valves To Be Supplied By The Department) 50Mm Dia , Fixing /Replacement Of Gm Gate Valves/Brass Stop Cocks Complete(Gate Valves/Stop Cocks Toi Be Supplied By The Department) Including Bends, Collars, Unions And Other Allied Items 150Mm Dia , Fixing /Replacement Of Gm Gate Valves/Brass Stop Cocks Complete(Gate Valves/Stop Cocks Toi Be Supplied By The Department) Including Bends, Collars, Unions And Other Allied Items 100Mm Dia , Fixing /Replacement Of Gm Gate Valves/Brass Stop Cocks Complete(Gate Valves/Stop Cocks Toi Be Supplied By The Department) Including Bends, Collars, Unions And Other Allied Items 80Mm Dia , Fixing /Replacement Of Gm Gate Valves/Brass Stop Cocks Complete(Gate Valves/Stop Cocks Toi Be Supplied By The Department) Including Bends, Collars, Unions And Other Allied Items 65Mm Dia , Fixing /Replacement Of Gm Gate Valves/Brass Stop Cocks Complete(Gate Valves/Stop Cocks Toi Be Supplied By The Department) Including Bends, Collars, Unions And Other Allied Items 50Mm Dia , Fixing /Replacement Of Gm Gate Valves/Brass Stop Cocks Complete(Gate Valves/Stop Cocks Toi Be Supplied By The Department) Including Bends, Collars, Unions And Other Allied Items 40Mm Dia , Fixing /Replacement Of Gm Gate Valves/Brass Stop Cocks Complete(Gate Valves/Stop Cocks Toi Be Supplied By The Department) Including Bends, Collars, Unions And Other Allied Items 25Mm Dia , Fixing /Replacement Of Gm Gate Valves/Brass Stop Cocks Complete(Gate Valves/Stop Cocks Toi Be Supplied By The Department) Including Bends, Collars, Unions And Other Allied Items 20Mm Dia , Making Connection Of G.I Distribution Branch With G.I Main Of Following Sizes By Providing And Fixing Tee, Including Cutting And Threading The Pipe Etc. Complete 25 To 40Mm Nominal Bore , Making Connection Of G.I Distribution Branch With G.I Main Of Following Sizes By Providing And Fixing Tee, Including Cutting And Threading The Pipe Etc. Complete 50 To 80Mm Nominal Bore , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 100 Mm Dia , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 150 Mm Dia , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 200 Mm Dia , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 250 Mm Dia , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 300 Mm Dia , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 350Mm Dia , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 400 Mm Dia , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 450 Mm Dia & 500Mm Dia , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 60 Mm Dia, 700Mm Dia, 750M,M Dia & 800Mm Dia , Clearing Jungle Including Uprooting Of Rank Vegetation, Grass, Brushwood, Trees And Saplings Of Girth Upto 30 Cm Measured At Height Of 1 M Above Ground Level And Removal Of Rubbish Upto 1 Distance Of 50 M Outside The Periphery Of The Area Cleared , Pumping Out Water Caused By Springs, Tidal Or River Seepage, Broken Water Mains Or Drains And The Like , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centring And Shuttering-All Work Upto Plinth Level 1:3:6 (1 Cement: 3 Coarse Sand 6 Graded Stone Aggregate Of 20 Mm Nominal Size) (Crushed) , Demolishing Dry Brick Pitching In Floors,Drains Etc. Including Stacking Serviceable Material And Disposal Of Unserviceable Material With In 50 Meters Lead , Dry Brick On Edge Flooring With Bricks Of Class Designation 75 On A Bed Of 12Mm Cement Mortar Including Filling Joints With Fine Sand (1:4Mix) ( With F.P.S Bricks) , Brick Work With Common Burnt Clay Fps (Non-Modualar) Bricks Of Class Designation 75 In Foundation And Plinth In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) , Brick Work With Common Burnt Clay Fps (Non-Modualar) Bricks Of Class Designation 75 In Foundation And Plinth In Cement Mortar 1: 6 (1 Cement: 6 Coarse Sand) , Half Brick Masonry With Bricks Of Class Designation 75 In Foundation And Plinth In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) , Providing And Laying In Position Cement Concrete Excluding The Cost Of Centering, Shuttering, Finishing All Work Upto Plinth Level (1: 4: 8) 1. Cement: 4 Coarse Sand 8 Graded Stone Aggregate 40Mm Nominal Size) Crushed. , Dry Stone Pitching 225 Mm Thickness Including Cost Of Stone And Preparation Of Surface Nallah. , Dry Stone Pitching (Any Thickness) Excluding Cost Of Stones On Horizontal , Dry Stone Pitching (Any Thickness) Excluding Cost Of Stones On Top Copings Of Banks , Dry Stone Pitching (Any Thickness) Excluding Cost Of Stones On Slopes , Hand Packing Stones In Wire-Crates, Excluding Cost Of Crates And Stones , Grouting Of Stone Pitching Using M-10 Nominal Mix Concrete (Max Size Of Aggregate 20 Mm Nominal) @ 3.65 Cum Per 100 Sqm On Horizontal/ Side Slopes,Complete Including Curing (Nallah) , Dumping Of Stone (Excluding Cost Of Stone) In Horizontal On Level. , Supply Of Stone Boulders (Nallah) Nominal Size 225 Mm (Stack Measurement Reduced By 15%) , Demolishing Brick Work Manually / By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead In Cement Mortar , Removing Mortar From Bricks And Cleaning Bricks Including Stacking Within A Lead Of 50 M (Stacks Of Cleaned Bricks Shall Be Measured) From Brick Work In Cement Mortar , Silt Clearance From Canals, Inclusive Of Initial Lead And Lift (50 M And 1.5M Respectively A) Dry , Silt Clearance From Canals, Inclusive Of Initial Lead And Lift (50 M And 1.5M Respectively A) Wet , Slip Clearance In Soils; Mixed With Moorum/ Kankar/ Shingle/ Boulders, Disposal Lead Upto 50 M And Lift Upto 1.5 M , Carriage Of Sand, Bajri, Stones Bricks/ Tiles From Nearest Source To Site Of Work Incl. Loading, Unloading And Stacking Complete (To Be Paid As Per Actual Distance Involved At Site) Sand Average Distance 10 Km By Mt , Carriage Of Sand, Bajri, Stones Bricks/ Tiles From Nearest Source To Site Of Work Incl. Loading, Unloading And Stacking Complete (To Be Paid As Per Actual Distance Involved At Site) Bajri Above 40 Mm Average Distance 10 Km By metallic and tarring , Carriage Of Sand, Bajri, Stones Bricks/ Tiles From Nearest Source To Site Of Work Incl. Loading, Unloading And Stacking Complete (To Be Paid As Per Actual Distance Involved At Site) Bajri Below 40 Mm Average Distance 10 Km By metallic and tarring , Carriage Of Sand, Bajri, Stones Bricks/ Tiles From Nearest Source To Site Of Work Incl. Loading, Unloading And Stacking Complete (To Be Paid As Per Actual Distance Involved At Site) Stones Average Distance 10 Km By Mech. Transport. , Carriage Of Sand, Bajri, Stones Bricks/ Tiles From Nearest Source To Site Of Work Incl. Loading, Unloading And Stacking Complete (To Be Paid As Per Actual Distance Involved At Site) Bricks Average Distance Of 10 Km By Mech, Transport , Carriage Of Sand, Bajri, Stones Bricks/ Tiles From Nearest Source To Site Of Work Incl. Loading, Unloading And Stacking Complete (To Be Paid As Per Actual Distance Involved At Site) Tiles Average Distance Of 10 Km By Mech. Transport. , Carriage Of Material From Stacking Place To Site Of Work Average 200M By Head Load. Sand , Carriage Of Material From Stacking Place To Site Of Work Average 200M By Head Load. Bajri Below 40 Mm. , Carriage Of Material From Stacking Place To Site Of Work Average 200M By Head Load. Stone Aggregate 40 Mm And Above , Carriage Of Material From Stacking Place To Site Of Work Average 200M By Head Load. Stones , Carriage Of Material From Stacking Place To Site Of Work Average 200M By Head Load. Bricks. , Carriage Of Material From Stacking Place To Site Of Work Average 200M By Head Load. Brick Tiles , Carriage Of Alum From Site Of Stacking Up To Bed Of Filtration Plant By Way Of Engaging Labour , Clearance Of Gsr/St/Dug Well/Oht/Intake Tank By Way Of Deploying Labour And Disposal Of Rubbish As Per Direction Of Engineer-In- Charge , Providing And Laying Cement Concrete 1:2:4 (1 Cement: 2 Coarse Sand : 4 Graded Stone Aggregate ) All Works Upto Plinth Level , Providing And Laying Cement Concrete 1:1.5:3 Mix Walls , Providing And Laying Cement Concrete 1:1.5:3 Mix Slabs , Reinforcement Of Reinforced Cement Concrete , Whitewashing One Or More Coat On Old Work , Welding With Gen Set , Minor Repair Of Bathroom , Form Work For Walls , Form Work For Foundtion , Form Work For Suspended Floors/ Roof , Form Work For Lintel, Beams, Plinth Beams, Girders, Bressumers And Cantilevers. , Form Work For Edges Of Slab , Reinforced Cement Concrete 1:1.5:3 All Work Upto Plinth Level , 6 Mm Cement Plaster To Ceiling Of Mix 1 : 3 (1 Cement : 3 Fine Sand) , Removing White Colour Wash By Scraping And Sand Papering And Preparing The Surface Smooth Incl. Necessary Repairs To Scratches Etc. Complete , White Washing With Lime To Give An Even Shade On New Work (Three Or More Coats) , Finishing Walls With Water Proofing Cement Paint Of Required Shade On New Work (Two Or More Coats Applied @ 3.84 Kg/10Sqm) , Applying Priming Coat: With Ready Mixed Pink Or Grey Primer Of Approved Brand And Manufacture On Wood Work (Hard And Soft Wood) , Applying Priming Coat: With Ready Mixed Aluminum Primer Of Approved Brand And Manufacture On Resinous Wood And Ply Wood , Applying Priming Coat: With Ready Mixed Red Oxide Zinc Chromate Primer Of Approved Brand And Manufacture On Steel Galvanized Iron/Steel Works , Applying Priming Coat: With Ready Mixed Red Oxide Zinc Chromate Primer Of Approved Brand And Manufacture On Steel Work (Second Coat) , Finishing With Epoxy Paint (Two Or More Coats) At All Locations Prepared And Applied As Per ManufacturerS Specifications Including Appropriate Priming Coat, Preparation Of Surface, Etc Complete On Steel Work , Distempering With Dry Distemper Of Approved Brand And Manufacture (One Or More Coats) And Of Required Shade On Old Work To Give An Even Shade , Painting With Oil Type Wood Preservative Of Approved Brand And Manufacture An Old Work (One Or More Coat) , Renewing Glass Planes With Putty And Nail Wherever Necessary Incl. Taking Out Old Putty Float Glass Panes Of Thickness 4.0 Mm , Repair To Plaster Thickness 12Mm To 20 Mm In Patches Of Area 2.5 Sqm Incl. Cutting Patches In Proper Shape And Plastering Wall Surface With White Cement Polymer Self Curing Incl. Disposal Of Rubbish. All Complete , Loading Unloading Of Material By Way Of Engaging Labour , Barricading By Way Of Fitting Of G.I. Pipes (15Mm) , Barricading By Way Of Fitting Of G.I. Pipes (20Mm) , Barricading By Way Of Fitting Of G.I. Pipes (25Mm) , Barricading By Way Of Fitting Of G.I. Pipes (32Mm) , Barricading By Way Of Fitting Of G.I. Pipes (40Mm) , Repair Of Gate By Way Of Weldiing And Other Material Required , Engagement Of Sweeper , Opening Of Old Wire Crates And Rebinding After Filling , Hand Packing Stone In Wire Crate Excluding Cost Of Crates And Stones , Providing And Fixing Of Check Valve: A)100 Mm Dia , B) 80 Mm Dia , C) 65 Mm Dia , Providing And Fixing Of Sluice Valve: A)100 Mm Dia , B) 80 Mm Dia , C) 65 Mm Dia , D) 50 Mm Dia , Providing And Fixing Of Gun Metal Gate Valve: A) 80 Mm Dia , 65 Mm Dia , B) 50 Mm Dia , C) 40 Mm Dia , D) 32 Mm Dia , E) 25 Mm Dia , F) 20 Mm Dia , Note :- (1) If Any Item/ Items Not Advertised In The Above Rate List But Found Necessary To Be Executed At Site. The Same Shall Be Paid As Per Ssr 2022 On Contractors Appreciation / Depreciation. , Note :- (2) Any Item Either Not Advertised Or Not Provided In Ssr 2022 Shall Be Paid As Per Actual Lowest Market Rates. , Note :- (3) Any Other Dia Of Pipes/ Pipe Specials If Required Shall Be Issued By The Department As Per Prevailing Stock Rates Of The Division. , Note :- (4) The Material Which Is Issued By The Department, The Cost Of Material Shall Be Deducted As Per Prevailing Stock Rates Of This Division
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 9
Jammu And Kashmir View Result →
34.
Drinking Water Supply and Sanitation #11193092 Technical Bid
Tender for Earthwork In Excavation By Manual Means In Trenches For Foundations, Drains, Pipes, Cables Etc ( Not Exceeding 1.5 M In Width) And For Shafts, Wells, Cesspits And The Like Not Exceeding 10 Sqm On Plan ,Depth Upto 1.5 Mt Including Disposal Of Excavated Earth Upto 1 Mtr From Cutting Edges, Disposed Earth To Be Levelled And Neatly Dressed In . All Kinds Of Soil. , Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) In Foundations Drains, Pipes And Cables Etc (Not Exceeding 1.5 M In Width Or 10 Sqm On Plan ) Trenches Including Dressing Of Sides And Ramming Of Bottoms Lift , Dismantling Manually /Mechanically Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Meter Lead Bituminous Road , Dismantling Manually /Mechanically Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Meter Lead Water Bound Macadam Road , Dismantling Tile Work In Floors And Roof Laid In Cement Mortar Including Stacking Material With In 50 Meteres Lead For Thickness Of Tiles 10 Mm To 25 Mm , Dismantling Tile Work In Floors And Roof Laid In Cement Mortar Including Stacking Material With In 50 Meteres Lead For Thickness Of Tiles Above 25 Mm And Upto 40 Mm. , Demolishing Cement Concrete Manually/ By Mechanical Means Including Disposal Of Material In With 50 Mtrs Lead In 1: 3: 6 Or Richer Mix. , Demolishing Cement Concrete Manually/ By Mechanical Means Including Disposal Of Material In With 50 Mtrs Lead In 1:4:8 Or Richer Mix , Laying And Fitting Of Gi Pipes Complete Excluding Cost Of Pipes And Earth Work 15 Mm Dia , 20 Mm Dia. , 25 Mm Dia , 32 Mm Dia. , 40 Mm Dia. , 50 Mm Dia. , 65 Mm Dia. , 80 Mm Dia ( L ) , 80 Mm Dia ( M ) , 100 Mm Dia ( L) , 100 Mm Dia ( M) , 150 Mm Dia ( L) , 150 Mm Dia ( M) , Providing And Fixing Of Gi Pipes Complete With G.I Fittings Excluding Tenching And Refilling Etc. ( External Work) 15 Mm Dia , 20 Mm Dia. , 25 Mm Dia , 32 Mm Dia. , 40 Mm Dia. , 50 Mm Dia. , 65 Mm Dia. , 80 Mm Dia ( L ) , 80 Mm Dia ( M ) , 100 Mm Dia ( L) , 100 Mm Dia ( M) , 150 Mm Dia (M) , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 100 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 150 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 200 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 250 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 300 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 350 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 400 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 450 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 500 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 600 Mm Dia Ductile Iron Class K - 7 Pipes , Fabrication Of Joints Gi/ Di/ Ms (Complete Job) And Involves The Following Items., Earth Work Excavation, Cutting Of Pipes With Hack-Saw, Refilling Of Excavated Earth 90% Earth Work Item, Disposal Of Unserviceable Material Within 500 M By Head Load, Demolition Of Concrete/ Tiles/ Bituminious / Wbm 25 Mm Dia To 50 Mm Dia. , Fabrication Of Joints Gi/ Di/ Ms (Complete Job) And Involves The Following Items., Earth Work Excavation, Cutting Of Pipes With Hack-Saw, Refilling Of Excavated Earth 90% Earth Work Item, Disposal Of Unserviceable Material Within 500 M By Head Load, Demolition Of Concrete/ Tiles/ Bituminious / Wbm 65 Mm Dia To 100 Mm Dia. , Fabrication Of Joints Gi/ Di/ Ms (Complete Job) And Involves The Following Items., Earth Work Excavation, Cutting Of Pipes With Hack-Saw, Refilling Of Excavated Earth 90% Earth Work Item, Disposal Of Unserviceable Material Within 500 M By Head Load, Demolition Of Concrete/ Tiles/ Bituminious / Wbm 125 Mm Dia To 150 Mm Dia. , Fabrication Of Joints Gi/ Di/ Ms (Complete Job) And Involves The Following Items., Earth Work Excavation, Cutting Of Pipes With Hack-Saw, Refilling Of Excavated Earth 90% Earth Work Item, Disposal Of Unserviceable Material Within 500 M By Head Load, Demolition Of Concrete/ Tiles/ Bituminious / Wbm 200 Mm Dia. , Fabrication Of Joints Gi/ Di/ Ms (Complete Job) And Involves The Following Items., Earth Work Excavation, Cutting Of Pipes With Hack-Saw, Refilling Of Excavated Earth 90% Earth Work Item, Disposal Of Unserviceable Material Within 500 M By Head Load, Demolition Of Concrete/ Tiles/ Bituminious / Wbm 250 Mm Dia. , Fabrication Of Joints Gi/ Di/ Ms (Complete Job) And Involves The Following Items., Earth Work Excavation, Cutting Of Pipes With Hack-Saw, Refilling Of Excavated Earth 90% Earth Work Item, Disposal Of Unserviceable Material Within 500 M By Head Load, Demolition Of Concrete/ Tiles/ Bituminious / Wbm 300 Mm Dia. , Fabrication Of Joints Gi/ Di/ Ms (Complete Job) And Involves The Following Items., Earth Work Excavation, Cutting Of Pipes With Hack-Saw, Refilling Of Excavated Earth 90% Earth Work Item, Disposal Of Unserviceable Material Within 500 M By Head Load, Demolition Of Concrete/ Tiles/ Bituminious / Wbm 350 Mm To 450 Mm Dia. , Fabrication Of Joints Gi/ Di/ Ms (Complete Job) And Involves The Following Items., Earth Work Excavation, Cutting Of Pipes With Hack-Saw, Refilling Of Excavated Earth 90% Earth Work Item, Disposal Of Unserviceable Material Within 500 M By Head Load, Demolition Of Concrete/ Tiles/ Bituminious / Wbm 500 Mm To 600 Mm Dia , Dismantling Gi Pipes (External Work) Including Excavation And Refilling After Taking Out The Pipes, Manually/ By Mechanical Means Including Stacking Of Pipes With In 50 Mtrs Lead 15Mm To 40 Mm Dia Nominal Bore , Dismantling Gi Pipes (External Work) Including Excavation And Refilling After Taking Out The Pipes, Manually/ By Mechanical Means Including Stacking Of Pipes With In 50 Mtrs Lead Above 40 Mm Nominal Bore. , Dismantling Ci Pipes Including Excavation And Refilling Trenches After Taking Out The Pipes Manually By Mechanical Means Breaking Lead Caulked Joints, Melting Of Lead And Making Into Blocks Including Stacking Of Pipes And Lead At Site With 50 Mtrs Lead As Per Direction Of Engineer Incharge Upto 150 Mm Dia. , Dismantling Ci Pipes Including Excavation And Refilling Trenches After Taking Out The Pipes Manually By Mechanical Means Breaking Lead Caulked Joints, Melting Of Lead And Making Into Blocks Including Stacking Of Pipes And Lead At Site With 50 Mtrs Lead As Per Direction Of Engineer Incharge Above 150 Mm To 300 Mm Dia. , Dismantling Ci Pipes Including Excavation And Refilling Trenches After Taking Out The Pipes Manually By Mechanical Means Breaking Lead Caulked Joints, Melting Of Lead And Making Into Blocks Including Stacking Of Pipes And Lead At Site With 50 Mtrs Lead As Per Direction Of Engineer Incharge Above 300 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 100 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 125 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 150 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 200 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 250 Mm Dia , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 300 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 350 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 400 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 450 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 500 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 600 Mm Dia. , Filling Available Excavated Earth (Excluding Rock ) In Trenches, Plinth Sides Of Foundation Etc. Layers Not Exceeding 20 Cm In Depth, Consolidating Each Deposited Layers Lead Upto 50 M And Lift Upto 1.5 M , Disposal Of Surplus Excavated Earth Complete Job Upto 1 Km By Mech Transport ( Carriage) , Chequrred Precast Cement Concrete Tiles 22 Mm Thick In Footpath And Courtyard Jointed With Neat Cement Slurry Mixed With Pigment To Match The Shade Of Tiles Including Rubbing And Clearing Etc. Complete On 20 Mm Thick Bed Of Cement Mortar 1: 4 (1 Cement: 4 Coarse Sand) Excluding Cost Of Tiles Ordinary Cement Without Any Pigment , Supply Of Fitter ( 2Nd Class) , Supply Of Labour (Mazdoor) , Supply Of Masson A) Ist Class , Supply Of Masson A) 2Nd Class , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 100 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 150 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 200 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 250 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 300 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 350 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 400 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 450 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 500 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 600 Mm Dia. , Laying In Position S & S Or Flanged Ci Special Such As Tees Bends, Collars, Tappers And Caps Etc (Excluding Cost Of Specials). , Locating/ Tracing Of Blockages/ Leakages Including Excavation Of Pits. , Carriage Of Department Material From Divisional Store To Site Of Work Average Distance 10 Kms By Mechanical Transport (Paid As Per Actual Distance Involved At Site Shall Be Paid As Per S.S. Of Rates 2022) G.I.Pipe And Fitting. , Carriage Of Department Material From Divisional Store To Site Of Work Average Distance 10 Kms By Mechanical Transport (Paid As Per Actual Distance Involved At Site Shall Be Paid As Per S.S. Of Rates 2022) Cement , Carriage Of Department Material From Divisional Store To Site Of Work Average Distance 10 Kms By Mechanical Transport (Paid As Per Actual Distance Involved At Site Shall Be Paid As Per S.S. Of Rates 2022) Sand , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 100 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 150 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 200 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 250 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 300 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 350 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 400 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 450 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 500 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 600Mm To 800Mm Dia , Carriage Of Departmental Material From Stacking Place To Site Of Work Average 200 Mtrs By Head Load ( Paid As Per Actual Distance Involved At Site) G.I. Pipe And Fitting , Carriage Of Departmental Material From Stacking Place To Site Of Work Average 200 Mtrs By Head Load ( Paid As Per Actual Distance Involved At Site) Cement , Carriage Of Departmental Material From Stacking Place To Site Of Work Average 200 Mtrs By Head Load ( Paid As Per Actual Distance Involved At Site) Steel , Replacement Of C.I Sluice Valves/Check Valves Complete With Bolts, Nuts, Rubber Insertions Etc.(Sluice Valves/Check Valves To Be Supplied By The Department) 200Mm Dia , Replacement Of C.I Sluice Valves/Check Valves Complete With Bolts, Nuts, Rubber Insertions Etc.(Sluice Valves/Check Valves To Be Supplied By The Department) 150Mm Dia , Replacement Of C.I Sluice Valves/Check Valves Complete With Bolts, Nuts, Rubber Insertions Etc.(Sluice Valves/Check Valves To Be Supplied By The Department) 100Mm Dia , Replacement Of C.I Sluice Valves/Check Valves Complete With Bolts, Nuts, Rubber Insertions Etc.(Sluice Valves/Check Valves To Be Supplied By The Department) 80Mm Dia , Replacement Of C.I Sluice Valves/Check Valves Complete With Bolts, Nuts, Rubber Insertions Etc.(Sluice Valves/Check Valves To Be Supplied By The Department) 65Mm Dia , Replacement Of C.I Sluice Valves/Check Valves Complete With Bolts, Nuts, Rubber Insertions Etc.(Sluice Valves/Check Valves To Be Supplied By The Department) 50Mm Dia , Fixing /Replacement Of Gm Gate Valves/Brass Stop Cocks Complete(Gate Valves/Stop Cocks Toi Be Supplied By The Department) Including Bends, Collars, Unions And Other Allied Items 150Mm Dia , Fixing /Replacement Of Gm Gate Valves/Brass Stop Cocks Complete(Gate Valves/Stop Cocks Toi Be Supplied By The Department) Including Bends, Collars, Unions And Other Allied Items 100Mm Dia , Fixing /Replacement Of Gm Gate Valves/Brass Stop Cocks Complete(Gate Valves/Stop Cocks Toi Be Supplied By The Department) Including Bends, Collars, Unions And Other Allied Items 80Mm Dia , Fixing /Replacement Of Gm Gate Valves/Brass Stop Cocks Complete(Gate Valves/Stop Cocks Toi Be Supplied By The Department) Including Bends, Collars, Unions And Other Allied Items 65Mm Dia , Fixing /Replacement Of Gm Gate Valves/Brass Stop Cocks Complete(Gate Valves/Stop Cocks Toi Be Supplied By The Department) Including Bends, Collars, Unions And Other Allied Items 50Mm Dia , Fixing /Replacement Of Gm Gate Valves/Brass Stop Cocks Complete(Gate Valves/Stop Cocks Toi Be Supplied By The Department) Including Bends, Collars, Unions And Other Allied Items 40Mm Dia , Fixing /Replacement Of Gm Gate Valves/Brass Stop Cocks Complete(Gate Valves/Stop Cocks Toi Be Supplied By The Department) Including Bends, Collars, Unions And Other Allied Items 25Mm Dia , Fixing /Replacement Of Gm Gate Valves/Brass Stop Cocks Complete(Gate Valves/Stop Cocks Toi Be Supplied By The Department) Including Bends, Collars, Unions And Other Allied Items 20Mm Dia , Making Connection Of G.I Distribution Branch With G.I Main Of Following Sizes By Providing And Fixing Tee, Including Cutting And Threading The Pipe Etc. Complete 25 To 40Mm Nominal Bore , Making Connection Of G.I Distribution Branch With G.I Main Of Following Sizes By Providing And Fixing Tee, Including Cutting And Threading The Pipe Etc. Complete 50 To 80Mm Nominal Bore , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 100 Mm Dia , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 150 Mm Dia , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 200 Mm Dia , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 250 Mm Dia , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 300 Mm Dia , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 350Mm Dia , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 400 Mm Dia , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 450 Mm Dia & 500Mm Dia , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 60 Mm Dia, 700Mm Dia, 750M,M Dia & 800Mm Dia , Clearing Jungle Including Uprooting Of Rank Vegetation, Grass, Brushwood, Trees And Saplings Of Girth Upto 30 Cm Measured At Height Of 1 M Above Ground Level And Removal Of Rubbish Upto 1 Distance Of 50 M Outside The Periphery Of The Area Cleared , Pumping Out Water Caused By Springs, Tidal Or River Seepage, Broken Water Mains Or Drains And The Like , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centring And Shuttering-All Work Upto Plinth Level 1:3:6 (1 Cement: 3 Coarse Sand 6 Graded Stone Aggregate Of 20 Mm Nominal Size) (Crushed) , Demolishing Dry Brick Pitching In Floors,Drains Etc. Including Stacking Serviceable Material And Disposal Of Unserviceable Material With In 50 Meters Lead , Dry Brick On Edge Flooring With Bricks Of Class Designation 75 On A Bed Of 12Mm Cement Mortar Including Filling Joints With Fine Sand (1:4Mix) ( With F.P.S Bricks) , Brick Work With Common Burnt Clay Fps (Non-Modualar) Bricks Of Class Designation 75 In Foundation And Plinth In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) , Brick Work With Common Burnt Clay Fps (Non-Modualar) Bricks Of Class Designation 75 In Foundation And Plinth In Cement Mortar 1: 6 (1 Cement: 6 Coarse Sand) , Half Brick Masonry With Bricks Of Class Designation 75 In Foundation And Plinth In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) , Providing And Laying In Position Cement Concrete Excluding The Cost Of Centering, Shuttering, Finishing All Work Upto Plinth Level (1: 4: 8) 1. Cement: 4 Coarse Sand 8 Graded Stone Aggregate 40Mm Nominal Size) Crushed. , Dry Stone Pitching 225 Mm Thickness Including Cost Of Stone And Preparation Of Surface Nallah. , Dry Stone Pitching (Any Thickness) Excluding Cost Of Stones On Horizontal , Dry Stone Pitching (Any Thickness) Excluding Cost Of Stones On Top Copings Of Banks , Dry Stone Pitching (Any Thickness) Excluding Cost Of Stones On Slopes , Hand Packing Stones In Wire-Crates, Excluding Cost Of Crates And Stones , Grouting Of Stone Pitching Using M-10 Nominal Mix Concrete (Max Size Of Aggregate 20 Mm Nominal) @ 3.65 Cum Per 100 Sqm On Horizontal/ Side Slopes,Complete Including Curing (Nallah) , Dumping Of Stone (Excluding Cost Of Stone) In Horizontal On Level. , Supply Of Stone Boulders (Nallah) Nominal Size 225 Mm (Stack Measurement Reduced By 15%) , Demolishing Brick Work Manually / By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead In Cement Mortar , Removing Mortar From Bricks And Cleaning Bricks Including Stacking Within A Lead Of 50 M (Stacks Of Cleaned Bricks Shall Be Measured) From Brick Work In Cement Mortar , Silt Clearance From Canals, Inclusive Of Initial Lead And Lift (50 M And 1.5M Respectively A) Dry , Silt Clearance From Canals, Inclusive Of Initial Lead And Lift (50 M And 1.5M Respectively A) Wet , Slip Clearance In Soils; Mixed With Moorum/ Kankar/ Shingle/ Boulders, Disposal Lead Upto 50 M And Lift Upto 1.5 M , Carriage Of Sand, Bajri, Stones Bricks/ Tiles From Nearest Source To Site Of Work Incl. Loading, Unloading And Stacking Complete (To Be Paid As Per Actual Distance Involved At Site) Sand Average Distance 10 Km By Mt , Carriage Of Sand, Bajri, Stones Bricks/ Tiles From Nearest Source To Site Of Work Incl. Loading, Unloading And Stacking Complete (To Be Paid As Per Actual Distance Involved At Site) Bajri Above 40 Mm Average Distance 10 Km By metallic and tarring , Carriage Of Sand, Bajri, Stones Bricks/ Tiles From Nearest Source To Site Of Work Incl. Loading, Unloading And Stacking Complete (To Be Paid As Per Actual Distance Involved At Site) Bajri Below 40 Mm Average Distance 10 Km By metallic and tarring , Carriage Of Sand, Bajri, Stones Bricks/ Tiles From Nearest Source To Site Of Work Incl. Loading, Unloading And Stacking Complete (To Be Paid As Per Actual Distance Involved At Site) Stones Average Distance 10 Km By Mech. Transport. , Carriage Of Sand, Bajri, Stones Bricks/ Tiles From Nearest Source To Site Of Work Incl. Loading, Unloading And Stacking Complete (To Be Paid As Per Actual Distance Involved At Site) Bricks Average Distance Of 10 Km By Mech, Transport , Carriage Of Sand, Bajri, Stones Bricks/ Tiles From Nearest Source To Site Of Work Incl. Loading, Unloading And Stacking Complete (To Be Paid As Per Actual Distance Involved At Site) Tiles Average Distance Of 10 Km By Mech. Transport. , Carriage Of Material From Stacking Place To Site Of Work Average 200M By Head Load. Sand , Carriage Of Material From Stacking Place To Site Of Work Average 200M By Head Load. Bajri Below 40 Mm. , Carriage Of Material From Stacking Place To Site Of Work Average 200M By Head Load. Stone Aggregate 40 Mm And Above , Carriage Of Material From Stacking Place To Site Of Work Average 200M By Head Load. Stones , Carriage Of Material From Stacking Place To Site Of Work Average 200M By Head Load. Bricks. , Carriage Of Material From Stacking Place To Site Of Work Average 200M By Head Load. Brick Tiles , Carriage Of Alum From Site Of Stacking Up To Bed Of Filtration Plant By Way Of Engaging Labour , Clearance Of Gsr/St/Dug Well/Oht/Intake Tank By Way Of Deploying Labour And Disposal Of Rubbish As Per Direction Of Engineer-In- Charge , Providing And Laying Cement Concrete 1:2:4 (1 Cement: 2 Coarse Sand : 4 Graded Stone Aggregate ) All Works Upto Plinth Level , Providing And Laying Cement Concrete 1:1.5:3 Mix Walls , Providing And Laying Cement Concrete 1:1.5:3 Mix Slabs , Reinforcement Of Reinforced Cement Concrete , Whitewashing One Or More Coat On Old Work , Welding With Gen Set , Minor Repair Of Bathroom , Form Work For Walls , Form Work For Foundtion , Form Work For Suspended Floors/ Roof , Form Work For Lintel, Beams, Plinth Beams, Girders, Bressumers And Cantilevers. , Form Work For Edges Of Slab , Reinforced Cement Concrete 1:1.5:3 All Work Upto Plinth Level , 6 Mm Cement Plaster To Ceiling Of Mix 1 : 3 (1 Cement : 3 Fine Sand) , Removing White Colour Wash By Scraping And Sand Papering And Preparing The Surface Smooth Incl. Necessary Repairs To Scratches Etc. Complete , White Washing With Lime To Give An Even Shade On New Work (Three Or More Coats) , Finishing Walls With Water Proofing Cement Paint Of Required Shade On New Work (Two Or More Coats Applied @ 3.84 Kg/10Sqm) , Applying Priming Coat: With Ready Mixed Pink Or Grey Primer Of Approved Brand And Manufacture On Wood Work (Hard And Soft Wood) , Applying Priming Coat: With Ready Mixed Aluminum Primer Of Approved Brand And Manufacture On Resinous Wood And Ply Wood , Applying Priming Coat: With Ready Mixed Red Oxide Zinc Chromate Primer Of Approved Brand And Manufacture On Steel Galvanized Iron/Steel Works , Applying Priming Coat: With Ready Mixed Red Oxide Zinc Chromate Primer Of Approved Brand And Manufacture On Steel Work (Second Coat) , Finishing With Epoxy Paint (Two Or More Coats) At All Locations Prepared And Applied As Per ManufacturerS Specifications Including Appropriate Priming Coat, Preparation Of Surface, Etc Complete On Steel Work , Distempering With Dry Distemper Of Approved Brand And Manufacture (One Or More Coats) And Of Required Shade On Old Work To Give An Even Shade , Painting With Oil Type Wood Preservative Of Approved Brand And Manufacture An Old Work (One Or More Coat) , Renewing Glass Planes With Putty And Nail Wherever Necessary Incl. Taking Out Old Putty Float Glass Panes Of Thickness 4.0 Mm , Repair To Plaster Thickness 12Mm To 20 Mm In Patches Of Area 2.5 Sqm Incl. Cutting Patches In Proper Shape And Plastering Wall Surface With White Cement Polymer Self Curing Incl. Disposal Of Rubbish. All Complete , Loading Unloading Of Material By Way Of Engaging Labour , Barricading By Way Of Fitting Of G.I. Pipes (15Mm) , Barricading By Way Of Fitting Of G.I. Pipes (20Mm) , Barricading By Way Of Fitting Of G.I. Pipes (25Mm) , Barricading By Way Of Fitting Of G.I. Pipes (32Mm) , Barricading By Way Of Fitting Of G.I. Pipes (40Mm) , Repair Of Gate By Way Of Weldiing And Other Material Required , Engagement Of Sweeper , Opening Of Old Wire Crates And Rebinding After Filling , Hand Packing Stone In Wire Crate Excluding Cost Of Crates And Stones , Providing And Fixing Of Check Valve: A)100 Mm Dia , B) 80 Mm Dia , C) 65 Mm Dia , Providing And Fixing Of Sluice Valve: A)100 Mm Dia , B) 80 Mm Dia , C) 65 Mm Dia , D) 50 Mm Dia , Providing And Fixing Of Gun Metal Gate Valve: A) 80 Mm Dia , 65 Mm Dia , B) 50 Mm Dia , C) 40 Mm Dia , D) 32 Mm Dia , E) 25 Mm Dia , F) 20 Mm Dia , Note :- (1) If Any Item/ Items Not Advertised In The Above Rate List But Found Necessary To Be Executed At Site. The Same Shall Be Paid As Per Ssr 2022 On Contractors Appreciation / Depreciation. , Note :- (2) Any Item Either Not Advertised Or Not Provided In Ssr 2022 Shall Be Paid As Per Actual Lowest Market Rates. , Note :- (3) Any Other Dia Of Pipes/ Pipe Specials If Required Shall Be Issued By The Department As Per Prevailing Stock Rates Of The Division. , Note :- (4) The Material Which Is Issued By The Department, The Cost Of Material Shall Be Deducted As Per Prevailing Stock Rates Of This Division
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 6
Jammu And Kashmir View Result →
35.
Drinking Water Supply and Sanitation #11193091 Technical Bid
Tender for Earthwork In Excavation By Manual Means In Trenches For Foundations, Drains, Pipes, Cables Etc ( Not Exceeding 1.5 M In Width) And For Shafts, Wells, Cesspits And The Like Not Exceeding 10 Sqm On Plan ,Depth Upto 1.5 Mt Including Disposal Of Excavated Earth Upto 1 Mtr From Cutting Edges, Disposed Earth To Be Levelled And Neatly Dressed In . All Kinds Of Soil. , Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) In Foundations Drains, Pipes And Cables Etc (Not Exceeding 1.5 M In Width Or 10 Sqm On Plan ) Trenches Including Dressing Of Sides And Ramming Of Bottoms Lift , Dismantling Manually /Mechanically Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Meter Lead Bituminous Road , Dismantling Manually /Mechanically Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Meter Lead Water Bound Macadam Road , Dismantling Tile Work In Floors And Roof Laid In Cement Mortar Including Stacking Material With In 50 Meteres Lead For Thickness Of Tiles 10 Mm To 25 Mm , Dismantling Tile Work In Floors And Roof Laid In Cement Mortar Including Stacking Material With In 50 Meteres Lead For Thickness Of Tiles Above 25 Mm And Upto 40 Mm. , Demolishing Cement Concrete Manually/ By Mechanical Means Including Disposal Of Material In With 50 Mtrs Lead In 1: 3: 6 Or Richer Mix. , Demolishing Cement Concrete Manually/ By Mechanical Means Including Disposal Of Material In With 50 Mtrs Lead In 1:4:8 Or Richer Mix , Laying And Fitting Of Gi Pipes Complete Excluding Cost Of Pipes And Earth Work 15 Mm Dia , 20 Mm Dia. , 25 Mm Dia , 32 Mm Dia. , 40 Mm Dia. , 50 Mm Dia. , 65 Mm Dia. , 80 Mm Dia ( L ) , 80 Mm Dia ( M ) , 100 Mm Dia ( L) , 100 Mm Dia ( M) , 150 Mm Dia ( L) , 150 Mm Dia ( M) , Providing And Fixing Of Gi Pipes Complete With G.I Fittings Excluding Tenching And Refilling Etc. ( External Work) 15 Mm Dia , 20 Mm Dia. , 25 Mm Dia , 32 Mm Dia. , 40 Mm Dia. , 50 Mm Dia. , 65 Mm Dia. , 80 Mm Dia ( L ) , 80 Mm Dia ( M ) , 100 Mm Dia ( L) , 100 Mm Dia ( M) , 150 Mm Dia (M) , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 100 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 150 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 200 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 250 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 300 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 350 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 400 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 450 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 500 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 600 Mm Dia Ductile Iron Class K - 7 Pipes , Fabrication Of Joints Gi/ Di/ Ms (Complete Job) And Involves The Following Items., Earth Work Excavation, Cutting Of Pipes With Hack-Saw, Refilling Of Excavated Earth 90% Earth Work Item, Disposal Of Unserviceable Material Within 500 M By Head Load, Demolition Of Concrete/ Tiles/ Bituminious / Wbm 25 Mm Dia To 50 Mm Dia. , Fabrication Of Joints Gi/ Di/ Ms (Complete Job) And Involves The Following Items., Earth Work Excavation, Cutting Of Pipes With Hack-Saw, Refilling Of Excavated Earth 90% Earth Work Item, Disposal Of Unserviceable Material Within 500 M By Head Load, Demolition Of Concrete/ Tiles/ Bituminious / Wbm 65 Mm Dia To 100 Mm Dia. , Fabrication Of Joints Gi/ Di/ Ms (Complete Job) And Involves The Following Items., Earth Work Excavation, Cutting Of Pipes With Hack-Saw, Refilling Of Excavated Earth 90% Earth Work Item, Disposal Of Unserviceable Material Within 500 M By Head Load, Demolition Of Concrete/ Tiles/ Bituminious / Wbm 125 Mm Dia To 150 Mm Dia. , Fabrication Of Joints Gi/ Di/ Ms (Complete Job) And Involves The Following Items., Earth Work Excavation, Cutting Of Pipes With Hack-Saw, Refilling Of Excavated Earth 90% Earth Work Item, Disposal Of Unserviceable Material Within 500 M By Head Load, Demolition Of Concrete/ Tiles/ Bituminious / Wbm 200 Mm Dia. , Fabrication Of Joints Gi/ Di/ Ms (Complete Job) And Involves The Following Items., Earth Work Excavation, Cutting Of Pipes With Hack-Saw, Refilling Of Excavated Earth 90% Earth Work Item, Disposal Of Unserviceable Material Within 500 M By Head Load, Demolition Of Concrete/ Tiles/ Bituminious / Wbm 250 Mm Dia. , Fabrication Of Joints Gi/ Di/ Ms (Complete Job) And Involves The Following Items., Earth Work Excavation, Cutting Of Pipes With Hack-Saw, Refilling Of Excavated Earth 90% Earth Work Item, Disposal Of Unserviceable Material Within 500 M By Head Load, Demolition Of Concrete/ Tiles/ Bituminious / Wbm 300 Mm Dia. , Fabrication Of Joints Gi/ Di/ Ms (Complete Job) And Involves The Following Items., Earth Work Excavation, Cutting Of Pipes With Hack-Saw, Refilling Of Excavated Earth 90% Earth Work Item, Disposal Of Unserviceable Material Within 500 M By Head Load, Demolition Of Concrete/ Tiles/ Bituminious / Wbm 350 Mm To 450 Mm Dia. , Fabrication Of Joints Gi/ Di/ Ms (Complete Job) And Involves The Following Items., Earth Work Excavation, Cutting Of Pipes With Hack-Saw, Refilling Of Excavated Earth 90% Earth Work Item, Disposal Of Unserviceable Material Within 500 M By Head Load, Demolition Of Concrete/ Tiles/ Bituminious / Wbm 500 Mm To 600 Mm Dia , Dismantling Gi Pipes (External Work) Including Excavation And Refilling After Taking Out The Pipes, Manually/ By Mechanical Means Including Stacking Of Pipes With In 50 Mtrs Lead 15Mm To 40 Mm Dia Nominal Bore , Dismantling Gi Pipes (External Work) Including Excavation And Refilling After Taking Out The Pipes, Manually/ By Mechanical Means Including Stacking Of Pipes With In 50 Mtrs Lead Above 40 Mm Nominal Bore. , Dismantling Ci Pipes Including Excavation And Refilling Trenches After Taking Out The Pipes Manually By Mechanical Means Breaking Lead Caulked Joints, Melting Of Lead And Making Into Blocks Including Stacking Of Pipes And Lead At Site With 50 Mtrs Lead As Per Direction Of Engineer Incharge Upto 150 Mm Dia. , Dismantling Ci Pipes Including Excavation And Refilling Trenches After Taking Out The Pipes Manually By Mechanical Means Breaking Lead Caulked Joints, Melting Of Lead And Making Into Blocks Including Stacking Of Pipes And Lead At Site With 50 Mtrs Lead As Per Direction Of Engineer Incharge Above 150 Mm To 300 Mm Dia. , Dismantling Ci Pipes Including Excavation And Refilling Trenches After Taking Out The Pipes Manually By Mechanical Means Breaking Lead Caulked Joints, Melting Of Lead And Making Into Blocks Including Stacking Of Pipes And Lead At Site With 50 Mtrs Lead As Per Direction Of Engineer Incharge Above 300 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 100 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 125 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 150 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 200 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 250 Mm Dia , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 300 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 350 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 400 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 450 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 500 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 600 Mm Dia. , Filling Available Excavated Earth (Excluding Rock ) In Trenches, Plinth Sides Of Foundation Etc. Layers Not Exceeding 20 Cm In Depth, Consolidating Each Deposited Layers Lead Upto 50 M And Lift Upto 1.5 M , Disposal Of Surplus Excavated Earth Complete Job Upto 1 Km By Mech Transport ( Carriage) , Chequrred Precast Cement Concrete Tiles 22 Mm Thick In Footpath And Courtyard Jointed With Neat Cement Slurry Mixed With Pigment To Match The Shade Of Tiles Including Rubbing And Clearing Etc. Complete On 20 Mm Thick Bed Of Cement Mortar 1: 4 (1 Cement: 4 Coarse Sand) Excluding Cost Of Tiles Ordinary Cement Without Any Pigment , Supply Of Fitter ( 2Nd Class) , Supply Of Labour (Mazdoor) , Supply Of Masson A) Ist Class , Supply Of Masson A) 2Nd Class , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 100 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 150 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 200 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 250 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 300 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 350 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 400 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 450 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 500 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 600 Mm Dia. , Laying In Position S & S Or Flanged Ci Special Such As Tees Bends, Collars, Tappers And Caps Etc (Excluding Cost Of Specials). , Locating/ Tracing Of Blockages/ Leakages Including Excavation Of Pits. , Carriage Of Department Material From Divisional Store To Site Of Work Average Distance 10 Kms By Mechanical Transport (Paid As Per Actual Distance Involved At Site Shall Be Paid As Per S.S. Of Rates 2022) G.I.Pipe And Fitting. , Carriage Of Department Material From Divisional Store To Site Of Work Average Distance 10 Kms By Mechanical Transport (Paid As Per Actual Distance Involved At Site Shall Be Paid As Per S.S. Of Rates 2022) Cement , Carriage Of Department Material From Divisional Store To Site Of Work Average Distance 10 Kms By Mechanical Transport (Paid As Per Actual Distance Involved At Site Shall Be Paid As Per S.S. Of Rates 2022) Sand , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 100 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 150 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 200 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 250 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 300 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 350 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 400 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 450 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 500 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 600Mm To 800Mm Dia , Carriage Of Departmental Material From Stacking Place To Site Of Work Average 200 Mtrs By Head Load ( Paid As Per Actual Distance Involved At Site) G.I. Pipe And Fitting , Carriage Of Departmental Material From Stacking Place To Site Of Work Average 200 Mtrs By Head Load ( Paid As Per Actual Distance Involved At Site) Cement , Carriage Of Departmental Material From Stacking Place To Site Of Work Average 200 Mtrs By Head Load ( Paid As Per Actual Distance Involved At Site) Steel , Replacement Of C.I Sluice Valves/Check Valves Complete With Bolts, Nuts, Rubber Insertions Etc.(Sluice Valves/Check Valves To Be Supplied By The Department) 200Mm Dia , Replacement Of C.I Sluice Valves/Check Valves Complete With Bolts, Nuts, Rubber Insertions Etc.(Sluice Valves/Check Valves To Be Supplied By The Department) 150Mm Dia , Replacement Of C.I Sluice Valves/Check Valves Complete With Bolts, Nuts, Rubber Insertions Etc.(Sluice Valves/Check Valves To Be Supplied By The Department) 100Mm Dia , Replacement Of C.I Sluice Valves/Check Valves Complete With Bolts, Nuts, Rubber Insertions Etc.(Sluice Valves/Check Valves To Be Supplied By The Department) 80Mm Dia , Replacement Of C.I Sluice Valves/Check Valves Complete With Bolts, Nuts, Rubber Insertions Etc.(Sluice Valves/Check Valves To Be Supplied By The Department) 65Mm Dia , Replacement Of C.I Sluice Valves/Check Valves Complete With Bolts, Nuts, Rubber Insertions Etc.(Sluice Valves/Check Valves To Be Supplied By The Department) 50Mm Dia , Fixing /Replacement Of Gm Gate Valves/Brass Stop Cocks Complete(Gate Valves/Stop Cocks Toi Be Supplied By The Department) Including Bends, Collars, Unions And Other Allied Items 150Mm Dia , Fixing /Replacement Of Gm Gate Valves/Brass Stop Cocks Complete(Gate Valves/Stop Cocks Toi Be Supplied By The Department) Including Bends, Collars, Unions And Other Allied Items 100Mm Dia , Fixing /Replacement Of Gm Gate Valves/Brass Stop Cocks Complete(Gate Valves/Stop Cocks Toi Be Supplied By The Department) Including Bends, Collars, Unions And Other Allied Items 80Mm Dia , Fixing /Replacement Of Gm Gate Valves/Brass Stop Cocks Complete(Gate Valves/Stop Cocks Toi Be Supplied By The Department) Including Bends, Collars, Unions And Other Allied Items 65Mm Dia , Fixing /Replacement Of Gm Gate Valves/Brass Stop Cocks Complete(Gate Valves/Stop Cocks Toi Be Supplied By The Department) Including Bends, Collars, Unions And Other Allied Items 50Mm Dia , Fixing /Replacement Of Gm Gate Valves/Brass Stop Cocks Complete(Gate Valves/Stop Cocks Toi Be Supplied By The Department) Including Bends, Collars, Unions And Other Allied Items 40Mm Dia , Fixing /Replacement Of Gm Gate Valves/Brass Stop Cocks Complete(Gate Valves/Stop Cocks Toi Be Supplied By The Department) Including Bends, Collars, Unions And Other Allied Items 25Mm Dia , Fixing /Replacement Of Gm Gate Valves/Brass Stop Cocks Complete(Gate Valves/Stop Cocks Toi Be Supplied By The Department) Including Bends, Collars, Unions And Other Allied Items 20Mm Dia , Making Connection Of G.I Distribution Branch With G.I Main Of Following Sizes By Providing And Fixing Tee, Including Cutting And Threading The Pipe Etc. Complete 25 To 40Mm Nominal Bore , Making Connection Of G.I Distribution Branch With G.I Main Of Following Sizes By Providing And Fixing Tee, Including Cutting And Threading The Pipe Etc. Complete 50 To 80Mm Nominal Bore , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 100 Mm Dia , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 150 Mm Dia , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 200 Mm Dia , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 250 Mm Dia , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 300 Mm Dia , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 350Mm Dia , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 400 Mm Dia , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 450 Mm Dia & 500Mm Dia , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 60 Mm Dia, 700Mm Dia, 750M,M Dia & 800Mm Dia , Clearing Jungle Including Uprooting Of Rank Vegetation, Grass, Brushwood, Trees And Saplings Of Girth Upto 30 Cm Measured At Height Of 1 M Above Ground Level And Removal Of Rubbish Upto 1 Distance Of 50 M Outside The Periphery Of The Area Cleared , Pumping Out Water Caused By Springs, Tidal Or River Seepage, Broken Water Mains Or Drains And The Like , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centring And Shuttering-All Work Upto Plinth Level 1:3:6 (1 Cement: 3 Coarse Sand 6 Graded Stone Aggregate Of 20 Mm Nominal Size) (Crushed) , Demolishing Dry Brick Pitching In Floors,Drains Etc. Including Stacking Serviceable Material And Disposal Of Unserviceable Material With In 50 Meters Lead , Dry Brick On Edge Flooring With Bricks Of Class Designation 75 On A Bed Of 12Mm Cement Mortar Including Filling Joints With Fine Sand (1:4Mix) ( With F.P.S Bricks) , Brick Work With Common Burnt Clay Fps (Non-Modualar) Bricks Of Class Designation 75 In Foundation And Plinth In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) , Brick Work With Common Burnt Clay Fps (Non-Modualar) Bricks Of Class Designation 75 In Foundation And Plinth In Cement Mortar 1: 6 (1 Cement: 6 Coarse Sand) , Half Brick Masonry With Bricks Of Class Designation 75 In Foundation And Plinth In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) , Providing And Laying In Position Cement Concrete Excluding The Cost Of Centering, Shuttering, Finishing All Work Upto Plinth Level (1: 4: 8) 1. Cement: 4 Coarse Sand 8 Graded Stone Aggregate 40Mm Nominal Size) Crushed. , Dry Stone Pitching 225 Mm Thickness Including Cost Of Stone And Preparation Of Surface Nallah. , Dry Stone Pitching (Any Thickness) Excluding Cost Of Stones On Horizontal , Dry Stone Pitching (Any Thickness) Excluding Cost Of Stones On Top Copings Of Banks , Dry Stone Pitching (Any Thickness) Excluding Cost Of Stones On Slopes , Hand Packing Stones In Wire-Crates, Excluding Cost Of Crates And Stones , Grouting Of Stone Pitching Using M-10 Nominal Mix Concrete (Max Size Of Aggregate 20 Mm Nominal) @ 3.65 Cum Per 100 Sqm On Horizontal/ Side Slopes,Complete Including Curing (Nallah) , Dumping Of Stone (Excluding Cost Of Stone) In Horizontal On Level. , Supply Of Stone Boulders (Nallah) Nominal Size 225 Mm (Stack Measurement Reduced By 15%) , Demolishing Brick Work Manually / By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead In Cement Mortar , Removing Mortar From Bricks And Cleaning Bricks Including Stacking Within A Lead Of 50 M (Stacks Of Cleaned Bricks Shall Be Measured) From Brick Work In Cement Mortar , Silt Clearance From Canals, Inclusive Of Initial Lead And Lift (50 M And 1.5M Respectively A) Dry , Silt Clearance From Canals, Inclusive Of Initial Lead And Lift (50 M And 1.5M Respectively A) Wet , Slip Clearance In Soils; Mixed With Moorum/ Kankar/ Shingle/ Boulders, Disposal Lead Upto 50 M And Lift Upto 1.5 M , Carriage Of Sand, Bajri, Stones Bricks/ Tiles From Nearest Source To Site Of Work Incl. Loading, Unloading And Stacking Complete (To Be Paid As Per Actual Distance Involved At Site) Sand Average Distance 10 Km By Mt , Carriage Of Sand, Bajri, Stones Bricks/ Tiles From Nearest Source To Site Of Work Incl. Loading, Unloading And Stacking Complete (To Be Paid As Per Actual Distance Involved At Site) Bajri Above 40 Mm Average Distance 10 Km By metallic and tarring , Carriage Of Sand, Bajri, Stones Bricks/ Tiles From Nearest Source To Site Of Work Incl. Loading, Unloading And Stacking Complete (To Be Paid As Per Actual Distance Involved At Site) Bajri Below 40 Mm Average Distance 10 Km By metallic and tarring , Carriage Of Sand, Bajri, Stones Bricks/ Tiles From Nearest Source To Site Of Work Incl. Loading, Unloading And Stacking Complete (To Be Paid As Per Actual Distance Involved At Site) Stones Average Distance 10 Km By Mech. Transport. , Carriage Of Sand, Bajri, Stones Bricks/ Tiles From Nearest Source To Site Of Work Incl. Loading, Unloading And Stacking Complete (To Be Paid As Per Actual Distance Involved At Site) Bricks Average Distance Of 10 Km By Mech, Transport , Carriage Of Sand, Bajri, Stones Bricks/ Tiles From Nearest Source To Site Of Work Incl. Loading, Unloading And Stacking Complete (To Be Paid As Per Actual Distance Involved At Site) Tiles Average Distance Of 10 Km By Mech. Transport. , Carriage Of Material From Stacking Place To Site Of Work Average 200M By Head Load. Sand , Carriage Of Material From Stacking Place To Site Of Work Average 200M By Head Load. Bajri Below 40 Mm. , Carriage Of Material From Stacking Place To Site Of Work Average 200M By Head Load. Stone Aggregate 40 Mm And Above , Carriage Of Material From Stacking Place To Site Of Work Average 200M By Head Load. Stones , Carriage Of Material From Stacking Place To Site Of Work Average 200M By Head Load. Bricks. , Carriage Of Material From Stacking Place To Site Of Work Average 200M By Head Load. Brick Tiles , Carriage Of Alum From Site Of Stacking Up To Bed Of Filtration Plant By Way Of Engaging Labour , Clearance Of Gsr/St/Dug Well/Oht/Intake Tank By Way Of Deploying Labour And Disposal Of Rubbish As Per Direction Of Engineer-In- Charge , Providing And Laying Cement Concrete 1:2:4 (1 Cement: 2 Coarse Sand : 4 Graded Stone Aggregate ) All Works Upto Plinth Level , Providing And Laying Cement Concrete 1:1.5:3 Mix Walls , Providing And Laying Cement Concrete 1:1.5:3 Mix Slabs , Reinforcement Of Reinforced Cement Concrete , Whitewashing One Or More Coat On Old Work , Welding With Gen Set , Minor Repair Of Bathroom , Form Work For Walls , Form Work For Foundtion , Form Work For Suspended Floors/ Roof , Form Work For Lintel, Beams, Plinth Beams, Girders, Bressumers And Cantilevers. , Form Work For Edges Of Slab , Reinforced Cement Concrete 1:1.5:3 All Work Upto Plinth Level , 6 Mm Cement Plaster To Ceiling Of Mix 1 : 3 (1 Cement : 3 Fine Sand) , Removing White Colour Wash By Scraping And Sand Papering And Preparing The Surface Smooth Incl. Necessary Repairs To Scratches Etc. Complete , White Washing With Lime To Give An Even Shade On New Work (Three Or More Coats) , Finishing Walls With Water Proofing Cement Paint Of Required Shade On New Work (Two Or More Coats Applied @ 3.84 Kg/10Sqm) , Applying Priming Coat: With Ready Mixed Pink Or Grey Primer Of Approved Brand And Manufacture On Wood Work (Hard And Soft Wood) , Applying Priming Coat: With Ready Mixed Aluminum Primer Of Approved Brand And Manufacture On Resinous Wood And Ply Wood , Applying Priming Coat: With Ready Mixed Red Oxide Zinc Chromate Primer Of Approved Brand And Manufacture On Steel Galvanized Iron/Steel Works , Applying Priming Coat: With Ready Mixed Red Oxide Zinc Chromate Primer Of Approved Brand And Manufacture On Steel Work (Second Coat) , Finishing With Epoxy Paint (Two Or More Coats) At All Locations Prepared And Applied As Per ManufacturerS Specifications Including Appropriate Priming Coat, Preparation Of Surface, Etc Complete On Steel Work , Distempering With Dry Distemper Of Approved Brand And Manufacture (One Or More Coats) And Of Required Shade On Old Work To Give An Even Shade , Painting With Oil Type Wood Preservative Of Approved Brand And Manufacture An Old Work (One Or More Coat) , Renewing Glass Planes With Putty And Nail Wherever Necessary Incl. Taking Out Old Putty Float Glass Panes Of Thickness 4.0 Mm , Repair To Plaster Thickness 12Mm To 20 Mm In Patches Of Area 2.5 Sqm Incl. Cutting Patches In Proper Shape And Plastering Wall Surface With White Cement Polymer Self Curing Incl. Disposal Of Rubbish. All Complete , Loading Unloading Of Material By Way Of Engaging Labour , Barricading By Way Of Fitting Of G.I. Pipes (15Mm) , Barricading By Way Of Fitting Of G.I. Pipes (20Mm) , Barricading By Way Of Fitting Of G.I. Pipes (25Mm) , Barricading By Way Of Fitting Of G.I. Pipes (32Mm) , Barricading By Way Of Fitting Of G.I. Pipes (40Mm) , Repair Of Gate By Way Of Weldiing And Other Material Required , Engagement Of Sweeper , Opening Of Old Wire Crates And Rebinding After Filling , Hand Packing Stone In Wire Crate Excluding Cost Of Crates And Stones , Providing And Fixing Of Check Valve: A)100 Mm Dia , B) 80 Mm Dia , C) 65 Mm Dia , Providing And Fixing Of Sluice Valve: A)100 Mm Dia , B) 80 Mm Dia , C) 65 Mm Dia , D) 50 Mm Dia , Providing And Fixing Of Gun Metal Gate Valve: A) 80 Mm Dia , 65 Mm Dia , B) 50 Mm Dia , C) 40 Mm Dia , D) 32 Mm Dia , E) 25 Mm Dia , F) 20 Mm Dia , Note :- (1) If Any Item/ Items Not Advertised In The Above Rate List But Found Necessary To Be Executed At Site. The Same Shall Be Paid As Per Ssr 2022 On Contractors Appreciation / Depreciation. , Note :- (2) Any Item Either Not Advertised Or Not Provided In Ssr 2022 Shall Be Paid As Per Actual Lowest Market Rates. , Note :- (3) Any Other Dia Of Pipes/ Pipe Specials If Required Shall Be Issued By The Department As Per Prevailing Stock Rates Of The Division. , Note :- (4) The Material Which Is Issued By The Department, The Cost Of Material Shall Be Deducted As Per Prevailing Stock Rates Of This Division
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 12
Jammu And Kashmir View Result →
36.
Drinking Water Supply and Sanitation #11193090 Technical Bid
Tender for Earthwork In Excavation By Manual Means In Trenches For Foundations, Drains, Pipes, Cables Etc ( Not Exceeding 1.5 M In Width) And For Shafts, Wells, Cesspits And The Like Not Exceeding 10 Sqm On Plan ,Depth Upto 1.5 Mt Including Disposal Of Excavated Earth Upto 1 Mtr From Cutting Edges, Disposed Earth To Be Levelled And Neatly Dressed In . All Kinds Of Soil. , Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) In Foundations Drains, Pipes And Cables Etc (Not Exceeding 1.5 M In Width Or 10 Sqm On Plan ) Trenches Including Dressing Of Sides And Ramming Of Bottoms Lift , Dismantling Manually /Mechanically Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Meter Lead Bituminous Road , Dismantling Manually /Mechanically Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Meter Lead Water Bound Macadam Road , Dismantling Tile Work In Floors And Roof Laid In Cement Mortar Including Stacking Material With In 50 Meteres Lead For Thickness Of Tiles 10 Mm To 25 Mm , Dismantling Tile Work In Floors And Roof Laid In Cement Mortar Including Stacking Material With In 50 Meteres Lead For Thickness Of Tiles Above 25 Mm And Upto 40 Mm. , Demolishing Cement Concrete Manually/ By Mechanical Means Including Disposal Of Material In With 50 Mtrs Lead In 1: 3: 6 Or Richer Mix. , Demolishing Cement Concrete Manually/ By Mechanical Means Including Disposal Of Material In With 50 Mtrs Lead In 1:4:8 Or Richer Mix , Laying And Fitting Of Gi Pipes Complete Excluding Cost Of Pipes And Earth Work 15 Mm Dia , 20 Mm Dia. , 25 Mm Dia , 32 Mm Dia. , 40 Mm Dia. , 50 Mm Dia. , 65 Mm Dia. , 80 Mm Dia ( L ) , 80 Mm Dia ( M ) , 100 Mm Dia ( L) , 100 Mm Dia ( M) , 150 Mm Dia ( L) , 150 Mm Dia ( M) , Providing And Fixing Of Gi Pipes Complete With G.I Fittings Excluding Tenching And Refilling Etc. ( External Work) 15 Mm Dia , 20 Mm Dia. , 25 Mm Dia , 32 Mm Dia. , 40 Mm Dia. , 50 Mm Dia. , 65 Mm Dia. , 80 Mm Dia ( L ) , 80 Mm Dia ( M ) , 100 Mm Dia ( L) , 100 Mm Dia ( M) , 150 Mm Dia (M) , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 100 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 150 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 200 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 250 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 300 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 350 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 400 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 450 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 500 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 600 Mm Dia Ductile Iron Class K - 7 Pipes , Fabrication Of Joints Gi/ Di/ Ms (Complete Job) And Involves The Following Items., Earth Work Excavation, Cutting Of Pipes With Hack-Saw, Refilling Of Excavated Earth 90% Earth Work Item, Disposal Of Unserviceable Material Within 500 M By Head Load, Demolition Of Concrete/ Tiles/ Bituminious / Wbm 25 Mm Dia To 50 Mm Dia. , Fabrication Of Joints Gi/ Di/ Ms (Complete Job) And Involves The Following Items., Earth Work Excavation, Cutting Of Pipes With Hack-Saw, Refilling Of Excavated Earth 90% Earth Work Item, Disposal Of Unserviceable Material Within 500 M By Head Load, Demolition Of Concrete/ Tiles/ Bituminious / Wbm 65 Mm Dia To 100 Mm Dia. , Fabrication Of Joints Gi/ Di/ Ms (Complete Job) And Involves The Following Items., Earth Work Excavation, Cutting Of Pipes With Hack-Saw, Refilling Of Excavated Earth 90% Earth Work Item, Disposal Of Unserviceable Material Within 500 M By Head Load, Demolition Of Concrete/ Tiles/ Bituminious / Wbm 125 Mm Dia To 150 Mm Dia. , Fabrication Of Joints Gi/ Di/ Ms (Complete Job) And Involves The Following Items., Earth Work Excavation, Cutting Of Pipes With Hack-Saw, Refilling Of Excavated Earth 90% Earth Work Item, Disposal Of Unserviceable Material Within 500 M By Head Load, Demolition Of Concrete/ Tiles/ Bituminious / Wbm 200 Mm Dia. , Fabrication Of Joints Gi/ Di/ Ms (Complete Job) And Involves The Following Items., Earth Work Excavation, Cutting Of Pipes With Hack-Saw, Refilling Of Excavated Earth 90% Earth Work Item, Disposal Of Unserviceable Material Within 500 M By Head Load, Demolition Of Concrete/ Tiles/ Bituminious / Wbm 250 Mm Dia. , Fabrication Of Joints Gi/ Di/ Ms (Complete Job) And Involves The Following Items., Earth Work Excavation, Cutting Of Pipes With Hack-Saw, Refilling Of Excavated Earth 90% Earth Work Item, Disposal Of Unserviceable Material Within 500 M By Head Load, Demolition Of Concrete/ Tiles/ Bituminious / Wbm 300 Mm Dia. , Fabrication Of Joints Gi/ Di/ Ms (Complete Job) And Involves The Following Items., Earth Work Excavation, Cutting Of Pipes With Hack-Saw, Refilling Of Excavated Earth 90% Earth Work Item, Disposal Of Unserviceable Material Within 500 M By Head Load, Demolition Of Concrete/ Tiles/ Bituminious / Wbm 350 Mm To 450 Mm Dia. , Fabrication Of Joints Gi/ Di/ Ms (Complete Job) And Involves The Following Items., Earth Work Excavation, Cutting Of Pipes With Hack-Saw, Refilling Of Excavated Earth 90% Earth Work Item, Disposal Of Unserviceable Material Within 500 M By Head Load, Demolition Of Concrete/ Tiles/ Bituminious / Wbm 500 Mm To 600 Mm Dia , Dismantling Gi Pipes (External Work) Including Excavation And Refilling After Taking Out The Pipes, Manually/ By Mechanical Means Including Stacking Of Pipes With In 50 Mtrs Lead 15Mm To 40 Mm Dia Nominal Bore , Dismantling Gi Pipes (External Work) Including Excavation And Refilling After Taking Out The Pipes, Manually/ By Mechanical Means Including Stacking Of Pipes With In 50 Mtrs Lead Above 40 Mm Nominal Bore. , Dismantling Ci Pipes Including Excavation And Refilling Trenches After Taking Out The Pipes Manually By Mechanical Means Breaking Lead Caulked Joints, Melting Of Lead And Making Into Blocks Including Stacking Of Pipes And Lead At Site With 50 Mtrs Lead As Per Direction Of Engineer Incharge Upto 150 Mm Dia. , Dismantling Ci Pipes Including Excavation And Refilling Trenches After Taking Out The Pipes Manually By Mechanical Means Breaking Lead Caulked Joints, Melting Of Lead And Making Into Blocks Including Stacking Of Pipes And Lead At Site With 50 Mtrs Lead As Per Direction Of Engineer Incharge Above 150 Mm To 300 Mm Dia. , Dismantling Ci Pipes Including Excavation And Refilling Trenches After Taking Out The Pipes Manually By Mechanical Means Breaking Lead Caulked Joints, Melting Of Lead And Making Into Blocks Including Stacking Of Pipes And Lead At Site With 50 Mtrs Lead As Per Direction Of Engineer Incharge Above 300 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 100 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 125 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 150 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 200 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 250 Mm Dia , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 300 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 350 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 400 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 450 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 500 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 600 Mm Dia. , Filling Available Excavated Earth (Excluding Rock ) In Trenches, Plinth Sides Of Foundation Etc. Layers Not Exceeding 20 Cm In Depth, Consolidating Each Deposited Layers Lead Upto 50 M And Lift Upto 1.5 M , Disposal Of Surplus Excavated Earth Complete Job Upto 1 Km By Mech Transport ( Carriage) , Chequrred Precast Cement Concrete Tiles 22 Mm Thick In Footpath And Courtyard Jointed With Neat Cement Slurry Mixed With Pigment To Match The Shade Of Tiles Including Rubbing And Clearing Etc. Complete On 20 Mm Thick Bed Of Cement Mortar 1: 4 (1 Cement: 4 Coarse Sand) Excluding Cost Of Tiles Ordinary Cement Without Any Pigment , Supply Of Fitter ( 2Nd Class) , Supply Of Labour (Mazdoor) , Supply Of Masson A) Ist Class , Supply Of Masson A) 2Nd Class , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 100 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 150 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 200 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 250 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 300 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 350 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 400 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 450 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 500 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 600 Mm Dia. , Laying In Position S & S Or Flanged Ci Special Such As Tees Bends, Collars, Tappers And Caps Etc (Excluding Cost Of Specials). , Locating/ Tracing Of Blockages/ Leakages Including Excavation Of Pits. , Carriage Of Department Material From Divisional Store To Site Of Work Average Distance 10 Kms By Mechanical Transport (Paid As Per Actual Distance Involved At Site Shall Be Paid As Per S.S. Of Rates 2022) G.I.Pipe And Fitting. , Carriage Of Department Material From Divisional Store To Site Of Work Average Distance 10 Kms By Mechanical Transport (Paid As Per Actual Distance Involved At Site Shall Be Paid As Per S.S. Of Rates 2022) Cement , Carriage Of Department Material From Divisional Store To Site Of Work Average Distance 10 Kms By Mechanical Transport (Paid As Per Actual Distance Involved At Site Shall Be Paid As Per S.S. Of Rates 2022) Sand , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 100 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 150 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 200 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 250 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 300 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 350 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 400 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 450 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 500 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 600Mm To 800Mm Dia , Carriage Of Departmental Material From Stacking Place To Site Of Work Average 200 Mtrs By Head Load ( Paid As Per Actual Distance Involved At Site) G.I. Pipe And Fitting , Carriage Of Departmental Material From Stacking Place To Site Of Work Average 200 Mtrs By Head Load ( Paid As Per Actual Distance Involved At Site) Cement , Carriage Of Departmental Material From Stacking Place To Site Of Work Average 200 Mtrs By Head Load ( Paid As Per Actual Distance Involved At Site) Steel , Replacement Of C.I Sluice Valves/Check Valves Complete With Bolts, Nuts, Rubber Insertions Etc.(Sluice Valves/Check Valves To Be Supplied By The Department) 200Mm Dia , Replacement Of C.I Sluice Valves/Check Valves Complete With Bolts, Nuts, Rubber Insertions Etc.(Sluice Valves/Check Valves To Be Supplied By The Department) 150Mm Dia , Replacement Of C.I Sluice Valves/Check Valves Complete With Bolts, Nuts, Rubber Insertions Etc.(Sluice Valves/Check Valves To Be Supplied By The Department) 100Mm Dia , Replacement Of C.I Sluice Valves/Check Valves Complete With Bolts, Nuts, Rubber Insertions Etc.(Sluice Valves/Check Valves To Be Supplied By The Department) 80Mm Dia , Replacement Of C.I Sluice Valves/Check Valves Complete With Bolts, Nuts, Rubber Insertions Etc.(Sluice Valves/Check Valves To Be Supplied By The Department) 65Mm Dia , Replacement Of C.I Sluice Valves/Check Valves Complete With Bolts, Nuts, Rubber Insertions Etc.(Sluice Valves/Check Valves To Be Supplied By The Department) 50Mm Dia , Fixing /Replacement Of Gm Gate Valves/Brass Stop Cocks Complete(Gate Valves/Stop Cocks Toi Be Supplied By The Department) Including Bends, Collars, Unions And Other Allied Items 150Mm Dia , Fixing /Replacement Of Gm Gate Valves/Brass Stop Cocks Complete(Gate Valves/Stop Cocks Toi Be Supplied By The Department) Including Bends, Collars, Unions And Other Allied Items 100Mm Dia , Fixing /Replacement Of Gm Gate Valves/Brass Stop Cocks Complete(Gate Valves/Stop Cocks Toi Be Supplied By The Department) Including Bends, Collars, Unions And Other Allied Items 80Mm Dia , Fixing /Replacement Of Gm Gate Valves/Brass Stop Cocks Complete(Gate Valves/Stop Cocks Toi Be Supplied By The Department) Including Bends, Collars, Unions And Other Allied Items 65Mm Dia , Fixing /Replacement Of Gm Gate Valves/Brass Stop Cocks Complete(Gate Valves/Stop Cocks Toi Be Supplied By The Department) Including Bends, Collars, Unions And Other Allied Items 50Mm Dia , Fixing /Replacement Of Gm Gate Valves/Brass Stop Cocks Complete(Gate Valves/Stop Cocks Toi Be Supplied By The Department) Including Bends, Collars, Unions And Other Allied Items 40Mm Dia , Fixing /Replacement Of Gm Gate Valves/Brass Stop Cocks Complete(Gate Valves/Stop Cocks Toi Be Supplied By The Department) Including Bends, Collars, Unions And Other Allied Items 25Mm Dia , Fixing /Replacement Of Gm Gate Valves/Brass Stop Cocks Complete(Gate Valves/Stop Cocks Toi Be Supplied By The Department) Including Bends, Collars, Unions And Other Allied Items 20Mm Dia , Making Connection Of G.I Distribution Branch With G.I Main Of Following Sizes By Providing And Fixing Tee, Including Cutting And Threading The Pipe Etc. Complete 25 To 40Mm Nominal Bore , Making Connection Of G.I Distribution Branch With G.I Main Of Following Sizes By Providing And Fixing Tee, Including Cutting And Threading The Pipe Etc. Complete 50 To 80Mm Nominal Bore , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 100 Mm Dia , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 150 Mm Dia , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 200 Mm Dia , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 250 Mm Dia , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 300 Mm Dia , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 350Mm Dia , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 400 Mm Dia , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 450 Mm Dia & 500Mm Dia , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 60 Mm Dia, 700Mm Dia, 750M,M Dia & 800Mm Dia , Clearing Jungle Including Uprooting Of Rank Vegetation, Grass, Brushwood, Trees And Saplings Of Girth Upto 30 Cm Measured At Height Of 1 M Above Ground Level And Removal Of Rubbish Upto 1 Distance Of 50 M Outside The Periphery Of The Area Cleared , Pumping Out Water Caused By Springs, Tidal Or River Seepage, Broken Water Mains Or Drains And The Like , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centring And Shuttering-All Work Upto Plinth Level 1:3:6 (1 Cement: 3 Coarse Sand 6 Graded Stone Aggregate Of 20 Mm Nominal Size) (Crushed) , Demolishing Dry Brick Pitching In Floors,Drains Etc. Including Stacking Serviceable Material And Disposal Of Unserviceable Material With In 50 Meters Lead , Dry Brick On Edge Flooring With Bricks Of Class Designation 75 On A Bed Of 12Mm Cement Mortar Including Filling Joints With Fine Sand (1:4Mix) ( With F.P.S Bricks) , Brick Work With Common Burnt Clay Fps (Non-Modualar) Bricks Of Class Designation 75 In Foundation And Plinth In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) , Brick Work With Common Burnt Clay Fps (Non-Modualar) Bricks Of Class Designation 75 In Foundation And Plinth In Cement Mortar 1: 6 (1 Cement: 6 Coarse Sand) , Half Brick Masonry With Bricks Of Class Designation 75 In Foundation And Plinth In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) , Providing And Laying In Position Cement Concrete Excluding The Cost Of Centering, Shuttering, Finishing All Work Upto Plinth Level (1: 4: 8) 1. Cement: 4 Coarse Sand 8 Graded Stone Aggregate 40Mm Nominal Size) Crushed. , Dry Stone Pitching 225 Mm Thickness Including Cost Of Stone And Preparation Of Surface Nallah. , Dry Stone Pitching (Any Thickness) Excluding Cost Of Stones On Horizontal , Dry Stone Pitching (Any Thickness) Excluding Cost Of Stones On Top Copings Of Banks , Dry Stone Pitching (Any Thickness) Excluding Cost Of Stones On Slopes , Hand Packing Stones In Wire-Crates, Excluding Cost Of Crates And Stones , Grouting Of Stone Pitching Using M-10 Nominal Mix Concrete (Max Size Of Aggregate 20 Mm Nominal) @ 3.65 Cum Per 100 Sqm On Horizontal/ Side Slopes,Complete Including Curing (Nallah) , Dumping Of Stone (Excluding Cost Of Stone) In Horizontal On Level. , Supply Of Stone Boulders (Nallah) Nominal Size 225 Mm (Stack Measurement Reduced By 15%) , Demolishing Brick Work Manually / By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead In Cement Mortar , Removing Mortar From Bricks And Cleaning Bricks Including Stacking Within A Lead Of 50 M (Stacks Of Cleaned Bricks Shall Be Measured) From Brick Work In Cement Mortar , Silt Clearance From Canals, Inclusive Of Initial Lead And Lift (50 M And 1.5M Respectively A) Dry , Silt Clearance From Canals, Inclusive Of Initial Lead And Lift (50 M And 1.5M Respectively A) Wet , Slip Clearance In Soils; Mixed With Moorum/ Kankar/ Shingle/ Boulders, Disposal Lead Upto 50 M And Lift Upto 1.5 M , Carriage Of Sand, Bajri, Stones Bricks/ Tiles From Nearest Source To Site Of Work Incl. Loading, Unloading And Stacking Complete (To Be Paid As Per Actual Distance Involved At Site) Sand Average Distance 10 Km By Mt , Carriage Of Sand, Bajri, Stones Bricks/ Tiles From Nearest Source To Site Of Work Incl. Loading, Unloading And Stacking Complete (To Be Paid As Per Actual Distance Involved At Site) Bajri Above 40 Mm Average Distance 10 Km By metallic and tarring , Carriage Of Sand, Bajri, Stones Bricks/ Tiles From Nearest Source To Site Of Work Incl. Loading, Unloading And Stacking Complete (To Be Paid As Per Actual Distance Involved At Site) Bajri Below 40 Mm Average Distance 10 Km By metallic and tarring , Carriage Of Sand, Bajri, Stones Bricks/ Tiles From Nearest Source To Site Of Work Incl. Loading, Unloading And Stacking Complete (To Be Paid As Per Actual Distance Involved At Site) Stones Average Distance 10 Km By Mech. Transport. , Carriage Of Sand, Bajri, Stones Bricks/ Tiles From Nearest Source To Site Of Work Incl. Loading, Unloading And Stacking Complete (To Be Paid As Per Actual Distance Involved At Site) Bricks Average Distance Of 10 Km By Mech, Transport , Carriage Of Sand, Bajri, Stones Bricks/ Tiles From Nearest Source To Site Of Work Incl. Loading, Unloading And Stacking Complete (To Be Paid As Per Actual Distance Involved At Site) Tiles Average Distance Of 10 Km By Mech. Transport. , Carriage Of Material From Stacking Place To Site Of Work Average 200M By Head Load. Sand , Carriage Of Material From Stacking Place To Site Of Work Average 200M By Head Load. Bajri Below 40 Mm. , Carriage Of Material From Stacking Place To Site Of Work Average 200M By Head Load. Stone Aggregate 40 Mm And Above , Carriage Of Material From Stacking Place To Site Of Work Average 200M By Head Load. Stones , Carriage Of Material From Stacking Place To Site Of Work Average 200M By Head Load. Bricks. , Carriage Of Material From Stacking Place To Site Of Work Average 200M By Head Load. Brick Tiles , Carriage Of Alum From Site Of Stacking Up To Bed Of Filtration Plant By Way Of Engaging Labour , Clearance Of Gsr/St/Dug Well/Oht/Intake Tank By Way Of Deploying Labour And Disposal Of Rubbish As Per Direction Of Engineer-In- Charge , Providing And Laying Cement Concrete 1:2:4 (1 Cement: 2 Coarse Sand : 4 Graded Stone Aggregate ) All Works Upto Plinth Level , Providing And Laying Cement Concrete 1:1.5:3 Mix Walls , Providing And Laying Cement Concrete 1:1.5:3 Mix Slabs , Reinforcement Of Reinforced Cement Concrete , Whitewashing One Or More Coat On Old Work , Welding With Gen Set , Minor Repair Of Bathroom , Form Work For Walls , Form Work For Foundtion , Form Work For Suspended Floors/ Roof , Form Work For Lintel, Beams, Plinth Beams, Girders, Bressumers And Cantilevers. , Form Work For Edges Of Slab , Reinforced Cement Concrete 1:1.5:3 All Work Upto Plinth Level , 6 Mm Cement Plaster To Ceiling Of Mix 1 : 3 (1 Cement : 3 Fine Sand) , Removing White Colour Wash By Scraping And Sand Papering And Preparing The Surface Smooth Incl. Necessary Repairs To Scratches Etc. Complete , White Washing With Lime To Give An Even Shade On New Work (Three Or More Coats) , Finishing Walls With Water Proofing Cement Paint Of Required Shade On New Work (Two Or More Coats Applied @ 3.84 Kg/10Sqm) , Applying Priming Coat: With Ready Mixed Pink Or Grey Primer Of Approved Brand And Manufacture On Wood Work (Hard And Soft Wood) , Applying Priming Coat: With Ready Mixed Aluminum Primer Of Approved Brand And Manufacture On Resinous Wood And Ply Wood , Applying Priming Coat: With Ready Mixed Red Oxide Zinc Chromate Primer Of Approved Brand And Manufacture On Steel Galvanized Iron/Steel Works , Applying Priming Coat: With Ready Mixed Red Oxide Zinc Chromate Primer Of Approved Brand And Manufacture On Steel Work (Second Coat) , Finishing With Epoxy Paint (Two Or More Coats) At All Locations Prepared And Applied As Per ManufacturerS Specifications Including Appropriate Priming Coat, Preparation Of Surface, Etc Complete On Steel Work , Distempering With Dry Distemper Of Approved Brand And Manufacture (One Or More Coats) And Of Required Shade On Old Work To Give An Even Shade , Painting With Oil Type Wood Preservative Of Approved Brand And Manufacture An Old Work (One Or More Coat) , Renewing Glass Planes With Putty And Nail Wherever Necessary Incl. Taking Out Old Putty Float Glass Panes Of Thickness 4.0 Mm , Repair To Plaster Thickness 12Mm To 20 Mm In Patches Of Area 2.5 Sqm Incl. Cutting Patches In Proper Shape And Plastering Wall Surface With White Cement Polymer Self Curing Incl. Disposal Of Rubbish. All Complete , Loading Unloading Of Material By Way Of Engaging Labour , Barricading By Way Of Fitting Of G.I. Pipes (15Mm) , Barricading By Way Of Fitting Of G.I. Pipes (20Mm) , Barricading By Way Of Fitting Of G.I. Pipes (25Mm) , Barricading By Way Of Fitting Of G.I. Pipes (32Mm) , Barricading By Way Of Fitting Of G.I. Pipes (40Mm) , Repair Of Gate By Way Of Weldiing And Other Material Required , Engagement Of Sweeper , Opening Of Old Wire Crates And Rebinding After Filling , Hand Packing Stone In Wire Crate Excluding Cost Of Crates And Stones , Providing And Fixing Of Check Valve: A)100 Mm Dia , B) 80 Mm Dia , C) 65 Mm Dia , Providing And Fixing Of Sluice Valve: A)100 Mm Dia , B) 80 Mm Dia , C) 65 Mm Dia , D) 50 Mm Dia , Providing And Fixing Of Gun Metal Gate Valve: A) 80 Mm Dia , 65 Mm Dia , B) 50 Mm Dia , C) 40 Mm Dia , D) 32 Mm Dia , E) 25 Mm Dia , F) 20 Mm Dia , Note :- (1) If Any Item/ Items Not Advertised In The Above Rate List But Found Necessary To Be Executed At Site. The Same Shall Be Paid As Per Ssr 2022 On Contractors Appreciation / Depreciation. , Note :- (2) Any Item Either Not Advertised Or Not Provided In Ssr 2022 Shall Be Paid As Per Actual Lowest Market Rates. , Note :- (3) Any Other Dia Of Pipes/ Pipe Specials If Required Shall Be Issued By The Department As Per Prevailing Stock Rates Of The Division. , Note :- (4) The Material Which Is Issued By The Department, The Cost Of Material Shall Be Deducted As Per Prevailing Stock Rates Of This Division
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 9
Jammu And Kashmir View Result →
37.
Drinking Water Supply and Sanitation #11193089 Technical Bid
Tender for Earthwork In Excavation By Manual Means In Trenches For Foundations, Drains, Pipes, Cables Etc ( Not Exceeding 1.5 M In Width) And For Shafts, Wells, Cesspits And The Like Not Exceeding 10 Sqm On Plan ,Depth Upto 1.5 Mt Including Disposal Of Excavated Earth Upto 1 Mtr From Cutting Edges, Disposed Earth To Be Levelled And Neatly Dressed In . All Kinds Of Soil. , Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) In Foundations Drains, Pipes And Cables Etc (Not Exceeding 1.5 M In Width Or 10 Sqm On Plan ) Trenches Including Dressing Of Sides And Ramming Of Bottoms Lift , Dismantling Manually /Mechanically Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Meter Lead Bituminous Road , Dismantling Manually /Mechanically Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Meter Lead Water Bound Macadam Road , Dismantling Tile Work In Floors And Roof Laid In Cement Mortar Including Stacking Material With In 50 Meteres Lead For Thickness Of Tiles 10 Mm To 25 Mm , Dismantling Tile Work In Floors And Roof Laid In Cement Mortar Including Stacking Material With In 50 Meteres Lead For Thickness Of Tiles Above 25 Mm And Upto 40 Mm. , Demolishing Cement Concrete Manually/ By Mechanical Means Including Disposal Of Material In With 50 Mtrs Lead In 1: 3: 6 Or Richer Mix. , Demolishing Cement Concrete Manually/ By Mechanical Means Including Disposal Of Material In With 50 Mtrs Lead In 1:4:8 Or Richer Mix , Laying And Fitting Of Gi Pipes Complete Excluding Cost Of Pipes And Earth Work 15 Mm Dia , 20 Mm Dia. , 25 Mm Dia , 32 Mm Dia. , 40 Mm Dia. , 50 Mm Dia. , 65 Mm Dia. , 80 Mm Dia ( L ) , 80 Mm Dia ( M ) , 100 Mm Dia ( L) , 100 Mm Dia ( M) , 150 Mm Dia ( L) , 150 Mm Dia ( M) , Providing And Fixing Of Gi Pipes Complete With G.I Fittings Excluding Tenching And Refilling Etc. ( External Work) 15 Mm Dia , 20 Mm Dia. , 25 Mm Dia , 32 Mm Dia. , 40 Mm Dia. , 50 Mm Dia. , 65 Mm Dia. , 80 Mm Dia ( L ) , 80 Mm Dia ( M ) , 100 Mm Dia ( L) , 100 Mm Dia ( M) , 150 Mm Dia (M) , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 100 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 150 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 200 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 250 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 300 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 350 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 400 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 450 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 500 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 600 Mm Dia Ductile Iron Class K - 7 Pipes , Fabrication Of Joints Gi/ Di/ Ms (Complete Job) And Involves The Following Items., Earth Work Excavation, Cutting Of Pipes With Hack-Saw, Refilling Of Excavated Earth 90% Earth Work Item, Disposal Of Unserviceable Material Within 500 M By Head Load, Demolition Of Concrete/ Tiles/ Bituminious / Wbm 25 Mm Dia To 50 Mm Dia. , Fabrication Of Joints Gi/ Di/ Ms (Complete Job) And Involves The Following Items., Earth Work Excavation, Cutting Of Pipes With Hack-Saw, Refilling Of Excavated Earth 90% Earth Work Item, Disposal Of Unserviceable Material Within 500 M By Head Load, Demolition Of Concrete/ Tiles/ Bituminious / Wbm 65 Mm Dia To 100 Mm Dia. , Fabrication Of Joints Gi/ Di/ Ms (Complete Job) And Involves The Following Items., Earth Work Excavation, Cutting Of Pipes With Hack-Saw, Refilling Of Excavated Earth 90% Earth Work Item, Disposal Of Unserviceable Material Within 500 M By Head Load, Demolition Of Concrete/ Tiles/ Bituminious / Wbm 125 Mm Dia To 150 Mm Dia. , Fabrication Of Joints Gi/ Di/ Ms (Complete Job) And Involves The Following Items., Earth Work Excavation, Cutting Of Pipes With Hack-Saw, Refilling Of Excavated Earth 90% Earth Work Item, Disposal Of Unserviceable Material Within 500 M By Head Load, Demolition Of Concrete/ Tiles/ Bituminious / Wbm 200 Mm Dia. , Fabrication Of Joints Gi/ Di/ Ms (Complete Job) And Involves The Following Items., Earth Work Excavation, Cutting Of Pipes With Hack-Saw, Refilling Of Excavated Earth 90% Earth Work Item, Disposal Of Unserviceable Material Within 500 M By Head Load, Demolition Of Concrete/ Tiles/ Bituminious / Wbm 250 Mm Dia. , Fabrication Of Joints Gi/ Di/ Ms (Complete Job) And Involves The Following Items., Earth Work Excavation, Cutting Of Pipes With Hack-Saw, Refilling Of Excavated Earth 90% Earth Work Item, Disposal Of Unserviceable Material Within 500 M By Head Load, Demolition Of Concrete/ Tiles/ Bituminious / Wbm 300 Mm Dia. , Fabrication Of Joints Gi/ Di/ Ms (Complete Job) And Involves The Following Items., Earth Work Excavation, Cutting Of Pipes With Hack-Saw, Refilling Of Excavated Earth 90% Earth Work Item, Disposal Of Unserviceable Material Within 500 M By Head Load, Demolition Of Concrete/ Tiles/ Bituminious / Wbm 350 Mm To 450 Mm Dia. , Fabrication Of Joints Gi/ Di/ Ms (Complete Job) And Involves The Following Items., Earth Work Excavation, Cutting Of Pipes With Hack-Saw, Refilling Of Excavated Earth 90% Earth Work Item, Disposal Of Unserviceable Material Within 500 M By Head Load, Demolition Of Concrete/ Tiles/ Bituminious / Wbm 500 Mm To 600 Mm Dia , Dismantling Gi Pipes (External Work) Including Excavation And Refilling After Taking Out The Pipes, Manually/ By Mechanical Means Including Stacking Of Pipes With In 50 Mtrs Lead 15Mm To 40 Mm Dia Nominal Bore , Dismantling Gi Pipes (External Work) Including Excavation And Refilling After Taking Out The Pipes, Manually/ By Mechanical Means Including Stacking Of Pipes With In 50 Mtrs Lead Above 40 Mm Nominal Bore. , Dismantling Ci Pipes Including Excavation And Refilling Trenches After Taking Out The Pipes Manually By Mechanical Means Breaking Lead Caulked Joints, Melting Of Lead And Making Into Blocks Including Stacking Of Pipes And Lead At Site With 50 Mtrs Lead As Per Direction Of Engineer Incharge Upto 150 Mm Dia. , Dismantling Ci Pipes Including Excavation And Refilling Trenches After Taking Out The Pipes Manually By Mechanical Means Breaking Lead Caulked Joints, Melting Of Lead And Making Into Blocks Including Stacking Of Pipes And Lead At Site With 50 Mtrs Lead As Per Direction Of Engineer Incharge Above 150 Mm To 300 Mm Dia. , Dismantling Ci Pipes Including Excavation And Refilling Trenches After Taking Out The Pipes Manually By Mechanical Means Breaking Lead Caulked Joints, Melting Of Lead And Making Into Blocks Including Stacking Of Pipes And Lead At Site With 50 Mtrs Lead As Per Direction Of Engineer Incharge Above 300 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 100 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 125 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 150 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 200 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 250 Mm Dia , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 300 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 350 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 400 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 450 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 500 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 600 Mm Dia. , Filling Available Excavated Earth (Excluding Rock ) In Trenches, Plinth Sides Of Foundation Etc. Layers Not Exceeding 20 Cm In Depth, Consolidating Each Deposited Layers Lead Upto 50 M And Lift Upto 1.5 M , Disposal Of Surplus Excavated Earth Complete Job Upto 1 Km By Mech Transport ( Carriage) , Chequrred Precast Cement Concrete Tiles 22 Mm Thick In Footpath And Courtyard Jointed With Neat Cement Slurry Mixed With Pigment To Match The Shade Of Tiles Including Rubbing And Clearing Etc. Complete On 20 Mm Thick Bed Of Cement Mortar 1: 4 (1 Cement: 4 Coarse Sand) Excluding Cost Of Tiles Ordinary Cement Without Any Pigment , Supply Of Fitter ( 2Nd Class) , Supply Of Labour (Mazdoor) , Supply Of Masson A) Ist Class , Supply Of Masson A) 2Nd Class , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 100 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 150 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 200 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 250 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 300 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 350 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 400 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 450 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 500 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 600 Mm Dia. , Laying In Position S & S Or Flanged Ci Special Such As Tees Bends, Collars, Tappers And Caps Etc (Excluding Cost Of Specials). , Locating/ Tracing Of Blockages/ Leakages Including Excavation Of Pits. , Carriage Of Department Material From Divisional Store To Site Of Work Average Distance 10 Kms By Mechanical Transport (Paid As Per Actual Distance Involved At Site Shall Be Paid As Per S.S. Of Rates 2022) G.I.Pipe And Fitting. , Carriage Of Department Material From Divisional Store To Site Of Work Average Distance 10 Kms By Mechanical Transport (Paid As Per Actual Distance Involved At Site Shall Be Paid As Per S.S. Of Rates 2022) Cement , Carriage Of Department Material From Divisional Store To Site Of Work Average Distance 10 Kms By Mechanical Transport (Paid As Per Actual Distance Involved At Site Shall Be Paid As Per S.S. Of Rates 2022) Sand , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 100 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 150 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 200 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 250 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 300 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 350 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 400 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 450 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 500 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 600Mm To 800Mm Dia , Carriage Of Departmental Material From Stacking Place To Site Of Work Average 200 Mtrs By Head Load ( Paid As Per Actual Distance Involved At Site) G.I. Pipe And Fitting , Carriage Of Departmental Material From Stacking Place To Site Of Work Average 200 Mtrs By Head Load ( Paid As Per Actual Distance Involved At Site) Cement , Carriage Of Departmental Material From Stacking Place To Site Of Work Average 200 Mtrs By Head Load ( Paid As Per Actual Distance Involved At Site) Steel , Replacement Of C.I Sluice Valves/Check Valves Complete With Bolts, Nuts, Rubber Insertions Etc.(Sluice Valves/Check Valves To Be Supplied By The Department) 200Mm Dia , Replacement Of C.I Sluice Valves/Check Valves Complete With Bolts, Nuts, Rubber Insertions Etc.(Sluice Valves/Check Valves To Be Supplied By The Department) 150Mm Dia , Replacement Of C.I Sluice Valves/Check Valves Complete With Bolts, Nuts, Rubber Insertions Etc.(Sluice Valves/Check Valves To Be Supplied By The Department) 100Mm Dia , Replacement Of C.I Sluice Valves/Check Valves Complete With Bolts, Nuts, Rubber Insertions Etc.(Sluice Valves/Check Valves To Be Supplied By The Department) 80Mm Dia , Replacement Of C.I Sluice Valves/Check Valves Complete With Bolts, Nuts, Rubber Insertions Etc.(Sluice Valves/Check Valves To Be Supplied By The Department) 65Mm Dia , Replacement Of C.I Sluice Valves/Check Valves Complete With Bolts, Nuts, Rubber Insertions Etc.(Sluice Valves/Check Valves To Be Supplied By The Department) 50Mm Dia , Fixing /Replacement Of Gm Gate Valves/Brass Stop Cocks Complete(Gate Valves/Stop Cocks Toi Be Supplied By The Department) Including Bends, Collars, Unions And Other Allied Items 150Mm Dia , Fixing /Replacement Of Gm Gate Valves/Brass Stop Cocks Complete(Gate Valves/Stop Cocks Toi Be Supplied By The Department) Including Bends, Collars, Unions And Other Allied Items 100Mm Dia , Fixing /Replacement Of Gm Gate Valves/Brass Stop Cocks Complete(Gate Valves/Stop Cocks Toi Be Supplied By The Department) Including Bends, Collars, Unions And Other Allied Items 80Mm Dia , Fixing /Replacement Of Gm Gate Valves/Brass Stop Cocks Complete(Gate Valves/Stop Cocks Toi Be Supplied By The Department) Including Bends, Collars, Unions And Other Allied Items 65Mm Dia , Fixing /Replacement Of Gm Gate Valves/Brass Stop Cocks Complete(Gate Valves/Stop Cocks Toi Be Supplied By The Department) Including Bends, Collars, Unions And Other Allied Items 50Mm Dia , Fixing /Replacement Of Gm Gate Valves/Brass Stop Cocks Complete(Gate Valves/Stop Cocks Toi Be Supplied By The Department) Including Bends, Collars, Unions And Other Allied Items 40Mm Dia , Fixing /Replacement Of Gm Gate Valves/Brass Stop Cocks Complete(Gate Valves/Stop Cocks Toi Be Supplied By The Department) Including Bends, Collars, Unions And Other Allied Items 25Mm Dia , Fixing /Replacement Of Gm Gate Valves/Brass Stop Cocks Complete(Gate Valves/Stop Cocks Toi Be Supplied By The Department) Including Bends, Collars, Unions And Other Allied Items 20Mm Dia , Making Connection Of G.I Distribution Branch With G.I Main Of Following Sizes By Providing And Fixing Tee, Including Cutting And Threading The Pipe Etc. Complete 25 To 40Mm Nominal Bore , Making Connection Of G.I Distribution Branch With G.I Main Of Following Sizes By Providing And Fixing Tee, Including Cutting And Threading The Pipe Etc. Complete 50 To 80Mm Nominal Bore , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 100 Mm Dia , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 150 Mm Dia , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 200 Mm Dia , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 250 Mm Dia , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 300 Mm Dia , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 350Mm Dia , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 400 Mm Dia , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 450 Mm Dia & 500Mm Dia , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 60 Mm Dia, 700Mm Dia, 750M,M Dia & 800Mm Dia , Clearing Jungle Including Uprooting Of Rank Vegetation, Grass, Brushwood, Trees And Saplings Of Girth Upto 30 Cm Measured At Height Of 1 M Above Ground Level And Removal Of Rubbish Upto 1 Distance Of 50 M Outside The Periphery Of The Area Cleared , Pumping Out Water Caused By Springs, Tidal Or River Seepage, Broken Water Mains Or Drains And The Like , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centring And Shuttering-All Work Upto Plinth Level 1:3:6 (1 Cement: 3 Coarse Sand 6 Graded Stone Aggregate Of 20 Mm Nominal Size) (Crushed) , Demolishing Dry Brick Pitching In Floors,Drains Etc. Including Stacking Serviceable Material And Disposal Of Unserviceable Material With In 50 Meters Lead , Dry Brick On Edge Flooring With Bricks Of Class Designation 75 On A Bed Of 12Mm Cement Mortar Including Filling Joints With Fine Sand (1:4Mix) ( With F.P.S Bricks) , Brick Work With Common Burnt Clay Fps (Non-Modualar) Bricks Of Class Designation 75 In Foundation And Plinth In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) , Brick Work With Common Burnt Clay Fps (Non-Modualar) Bricks Of Class Designation 75 In Foundation And Plinth In Cement Mortar 1: 6 (1 Cement: 6 Coarse Sand) , Half Brick Masonry With Bricks Of Class Designation 75 In Foundation And Plinth In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) , Providing And Laying In Position Cement Concrete Excluding The Cost Of Centering, Shuttering, Finishing All Work Upto Plinth Level (1: 4: 8) 1. Cement: 4 Coarse Sand 8 Graded Stone Aggregate 40Mm Nominal Size) Crushed. , Dry Stone Pitching 225 Mm Thickness Including Cost Of Stone And Preparation Of Surface Nallah. , Dry Stone Pitching (Any Thickness) Excluding Cost Of Stones On Horizontal , Dry Stone Pitching (Any Thickness) Excluding Cost Of Stones On Top Copings Of Banks , Dry Stone Pitching (Any Thickness) Excluding Cost Of Stones On Slopes , Hand Packing Stones In Wire-Crates, Excluding Cost Of Crates And Stones , Grouting Of Stone Pitching Using M-10 Nominal Mix Concrete (Max Size Of Aggregate 20 Mm Nominal) @ 3.65 Cum Per 100 Sqm On Horizontal/ Side Slopes,Complete Including Curing (Nallah) , Dumping Of Stone (Excluding Cost Of Stone) In Horizontal On Level. , Supply Of Stone Boulders (Nallah) Nominal Size 225 Mm (Stack Measurement Reduced By 15%) , Demolishing Brick Work Manually / By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead In Cement Mortar , Removing Mortar From Bricks And Cleaning Bricks Including Stacking Within A Lead Of 50 M (Stacks Of Cleaned Bricks Shall Be Measured) From Brick Work In Cement Mortar , Silt Clearance From Canals, Inclusive Of Initial Lead And Lift (50 M And 1.5M Respectively A) Dry , Silt Clearance From Canals, Inclusive Of Initial Lead And Lift (50 M And 1.5M Respectively A) Wet , Slip Clearance In Soils; Mixed With Moorum/ Kankar/ Shingle/ Boulders, Disposal Lead Upto 50 M And Lift Upto 1.5 M , Carriage Of Sand, Bajri, Stones Bricks/ Tiles From Nearest Source To Site Of Work Incl. Loading, Unloading And Stacking Complete (To Be Paid As Per Actual Distance Involved At Site) Sand Average Distance 10 Km By Mt , Carriage Of Sand, Bajri, Stones Bricks/ Tiles From Nearest Source To Site Of Work Incl. Loading, Unloading And Stacking Complete (To Be Paid As Per Actual Distance Involved At Site) Bajri Above 40 Mm Average Distance 10 Km By metallic and tarring , Carriage Of Sand, Bajri, Stones Bricks/ Tiles From Nearest Source To Site Of Work Incl. Loading, Unloading And Stacking Complete (To Be Paid As Per Actual Distance Involved At Site) Bajri Below 40 Mm Average Distance 10 Km By metallic and tarring , Carriage Of Sand, Bajri, Stones Bricks/ Tiles From Nearest Source To Site Of Work Incl. Loading, Unloading And Stacking Complete (To Be Paid As Per Actual Distance Involved At Site) Stones Average Distance 10 Km By Mech. Transport. , Carriage Of Sand, Bajri, Stones Bricks/ Tiles From Nearest Source To Site Of Work Incl. Loading, Unloading And Stacking Complete (To Be Paid As Per Actual Distance Involved At Site) Bricks Average Distance Of 10 Km By Mech, Transport , Carriage Of Sand, Bajri, Stones Bricks/ Tiles From Nearest Source To Site Of Work Incl. Loading, Unloading And Stacking Complete (To Be Paid As Per Actual Distance Involved At Site) Tiles Average Distance Of 10 Km By Mech. Transport. , Carriage Of Material From Stacking Place To Site Of Work Average 200M By Head Load. Sand , Carriage Of Material From Stacking Place To Site Of Work Average 200M By Head Load. Bajri Below 40 Mm. , Carriage Of Material From Stacking Place To Site Of Work Average 200M By Head Load. Stone Aggregate 40 Mm And Above , Carriage Of Material From Stacking Place To Site Of Work Average 200M By Head Load. Stones , Carriage Of Material From Stacking Place To Site Of Work Average 200M By Head Load. Bricks. , Carriage Of Material From Stacking Place To Site Of Work Average 200M By Head Load. Brick Tiles , Carriage Of Alum From Site Of Stacking Up To Bed Of Filtration Plant By Way Of Engaging Labour , Clearance Of Gsr/St/Dug Well/Oht/Intake Tank By Way Of Deploying Labour And Disposal Of Rubbish As Per Direction Of Engineer-In- Charge , Providing And Laying Cement Concrete 1:2:4 (1 Cement: 2 Coarse Sand : 4 Graded Stone Aggregate ) All Works Upto Plinth Level , Providing And Laying Cement Concrete 1:1.5:3 Mix Walls , Providing And Laying Cement Concrete 1:1.5:3 Mix Slabs , Reinforcement Of Reinforced Cement Concrete , Whitewashing One Or More Coat On Old Work , Welding With Gen Set , Minor Repair Of Bathroom , Form Work For Walls , Form Work For Foundtion , Form Work For Suspended Floors/ Roof , Form Work For Lintel, Beams, Plinth Beams, Girders, Bressumers And Cantilevers. , Form Work For Edges Of Slab , Reinforced Cement Concrete 1:1.5:3 All Work Upto Plinth Level , 6 Mm Cement Plaster To Ceiling Of Mix 1 : 3 (1 Cement : 3 Fine Sand) , Removing White Colour Wash By Scraping And Sand Papering And Preparing The Surface Smooth Incl. Necessary Repairs To Scratches Etc. Complete , White Washing With Lime To Give An Even Shade On New Work (Three Or More Coats) , Finishing Walls With Water Proofing Cement Paint Of Required Shade On New Work (Two Or More Coats Applied @ 3.84 Kg/10Sqm) , Applying Priming Coat: With Ready Mixed Pink Or Grey Primer Of Approved Brand And Manufacture On Wood Work (Hard And Soft Wood) , Applying Priming Coat: With Ready Mixed Aluminum Primer Of Approved Brand And Manufacture On Resinous Wood And Ply Wood , Applying Priming Coat: With Ready Mixed Red Oxide Zinc Chromate Primer Of Approved Brand And Manufacture On Steel Galvanized Iron/Steel Works , Applying Priming Coat: With Ready Mixed Red Oxide Zinc Chromate Primer Of Approved Brand And Manufacture On Steel Work (Second Coat) , Finishing With Epoxy Paint (Two Or More Coats) At All Locations Prepared And Applied As Per ManufacturerS Specifications Including Appropriate Priming Coat, Preparation Of Surface, Etc Complete On Steel Work , Distempering With Dry Distemper Of Approved Brand And Manufacture (One Or More Coats) And Of Required Shade On Old Work To Give An Even Shade , Painting With Oil Type Wood Preservative Of Approved Brand And Manufacture An Old Work (One Or More Coat) , Renewing Glass Planes With Putty And Nail Wherever Necessary Incl. Taking Out Old Putty Float Glass Panes Of Thickness 4.0 Mm , Repair To Plaster Thickness 12Mm To 20 Mm In Patches Of Area 2.5 Sqm Incl. Cutting Patches In Proper Shape And Plastering Wall Surface With White Cement Polymer Self Curing Incl. Disposal Of Rubbish. All Complete , Loading Unloading Of Material By Way Of Engaging Labour , Barricading By Way Of Fitting Of G.I. Pipes (15Mm) , Barricading By Way Of Fitting Of G.I. Pipes (20Mm) , Barricading By Way Of Fitting Of G.I. Pipes (25Mm) , Barricading By Way Of Fitting Of G.I. Pipes (32Mm) , Barricading By Way Of Fitting Of G.I. Pipes (40Mm) , Repair Of Gate By Way Of Weldiing And Other Material Required , Engagement Of Sweeper , Opening Of Old Wire Crates And Rebinding After Filling , Hand Packing Stone In Wire Crate Excluding Cost Of Crates And Stones , Providing And Fixing Of Check Valve: A)100 Mm Dia , B) 80 Mm Dia , C) 65 Mm Dia , Providing And Fixing Of Sluice Valve: A)100 Mm Dia , B) 80 Mm Dia , C) 65 Mm Dia , D) 50 Mm Dia , Providing And Fixing Of Gun Metal Gate Valve: A) 80 Mm Dia , 65 Mm Dia , B) 50 Mm Dia , C) 40 Mm Dia , D) 32 Mm Dia , E) 25 Mm Dia , F) 20 Mm Dia , Note :- (1) If Any Item/ Items Not Advertised In The Above Rate List But Found Necessary To Be Executed At Site. The Same Shall Be Paid As Per Ssr 2022 On Contractors Appreciation / Depreciation. , Note :- (2) Any Item Either Not Advertised Or Not Provided In Ssr 2022 Shall Be Paid As Per Actual Lowest Market Rates. , Note :- (3) Any Other Dia Of Pipes/ Pipe Specials If Required Shall Be Issued By The Department As Per Prevailing Stock Rates Of The Division. , Note :- (4) The Material Which Is Issued By The Department, The Cost Of Material Shall Be Deducted As Per Prevailing Stock Rates Of This Division
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 12
Jammu And Kashmir View Result →
38.
Drinking Water Supply and Sanitation #11193088 Technical Bid
Tender for Earthwork In Excavation By Manual Means In Trenches For Foundations, Drains, Pipes, Cables Etc ( Not Exceeding 1.5 M In Width) And For Shafts, Wells, Cesspits And The Like Not Exceeding 10 Sqm On Plan ,Depth Upto 1.5 Mt Including Disposal Of Excavated Earth Upto 1 Mtr From Cutting Edges, Disposed Earth To Be Levelled And Neatly Dressed In . All Kinds Of Soil. , Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) In Foundations Drains, Pipes And Cables Etc (Not Exceeding 1.5 M In Width Or 10 Sqm On Plan ) Trenches Including Dressing Of Sides And Ramming Of Bottoms Lift , Dismantling Manually /Mechanically Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Meter Lead Bituminous Road , Dismantling Manually /Mechanically Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Meter Lead Water Bound Macadam Road , Dismantling Tile Work In Floors And Roof Laid In Cement Mortar Including Stacking Material With In 50 Meteres Lead For Thickness Of Tiles 10 Mm To 25 Mm , Dismantling Tile Work In Floors And Roof Laid In Cement Mortar Including Stacking Material With In 50 Meteres Lead For Thickness Of Tiles Above 25 Mm And Upto 40 Mm. , Demolishing Cement Concrete Manually/ By Mechanical Means Including Disposal Of Material In With 50 Mtrs Lead In 1: 3: 6 Or Richer Mix. , Demolishing Cement Concrete Manually/ By Mechanical Means Including Disposal Of Material In With 50 Mtrs Lead In 1:4:8 Or Richer Mix , Laying And Fitting Of Gi Pipes Complete Excluding Cost Of Pipes And Earth Work 15 Mm Dia , 20 Mm Dia. , 25 Mm Dia , 32 Mm Dia. , 40 Mm Dia. , 50 Mm Dia. , 65 Mm Dia. , 80 Mm Dia ( L ) , 80 Mm Dia ( M ) , 100 Mm Dia ( L) , 100 Mm Dia ( M) , 150 Mm Dia ( L) , 150 Mm Dia ( M) , Providing And Fixing Of Gi Pipes Complete With G.I Fittings Excluding Tenching And Refilling Etc. ( External Work) 15 Mm Dia , 20 Mm Dia. , 25 Mm Dia , 32 Mm Dia. , 40 Mm Dia. , 50 Mm Dia. , 65 Mm Dia. , 80 Mm Dia ( L ) , 80 Mm Dia ( M ) , 100 Mm Dia ( L) , 100 Mm Dia ( M) , 150 Mm Dia (M) , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 100 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 150 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 200 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 250 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 300 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 350 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 400 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 450 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 500 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 600 Mm Dia Ductile Iron Class K - 7 Pipes , Fabrication Of Joints Gi/ Di/ Ms (Complete Job) And Involves The Following Items., Earth Work Excavation, Cutting Of Pipes With Hack-Saw, Refilling Of Excavated Earth 90% Earth Work Item, Disposal Of Unserviceable Material Within 500 M By Head Load, Demolition Of Concrete/ Tiles/ Bituminious / Wbm 25 Mm Dia To 50 Mm Dia. , Fabrication Of Joints Gi/ Di/ Ms (Complete Job) And Involves The Following Items., Earth Work Excavation, Cutting Of Pipes With Hack-Saw, Refilling Of Excavated Earth 90% Earth Work Item, Disposal Of Unserviceable Material Within 500 M By Head Load, Demolition Of Concrete/ Tiles/ Bituminious / Wbm 65 Mm Dia To 100 Mm Dia. , Fabrication Of Joints Gi/ Di/ Ms (Complete Job) And Involves The Following Items., Earth Work Excavation, Cutting Of Pipes With Hack-Saw, Refilling Of Excavated Earth 90% Earth Work Item, Disposal Of Unserviceable Material Within 500 M By Head Load, Demolition Of Concrete/ Tiles/ Bituminious / Wbm 125 Mm Dia To 150 Mm Dia. , Fabrication Of Joints Gi/ Di/ Ms (Complete Job) And Involves The Following Items., Earth Work Excavation, Cutting Of Pipes With Hack-Saw, Refilling Of Excavated Earth 90% Earth Work Item, Disposal Of Unserviceable Material Within 500 M By Head Load, Demolition Of Concrete/ Tiles/ Bituminious / Wbm 200 Mm Dia. , Fabrication Of Joints Gi/ Di/ Ms (Complete Job) And Involves The Following Items., Earth Work Excavation, Cutting Of Pipes With Hack-Saw, Refilling Of Excavated Earth 90% Earth Work Item, Disposal Of Unserviceable Material Within 500 M By Head Load, Demolition Of Concrete/ Tiles/ Bituminious / Wbm 250 Mm Dia. , Fabrication Of Joints Gi/ Di/ Ms (Complete Job) And Involves The Following Items., Earth Work Excavation, Cutting Of Pipes With Hack-Saw, Refilling Of Excavated Earth 90% Earth Work Item, Disposal Of Unserviceable Material Within 500 M By Head Load, Demolition Of Concrete/ Tiles/ Bituminious / Wbm 300 Mm Dia. , Fabrication Of Joints Gi/ Di/ Ms (Complete Job) And Involves The Following Items., Earth Work Excavation, Cutting Of Pipes With Hack-Saw, Refilling Of Excavated Earth 90% Earth Work Item, Disposal Of Unserviceable Material Within 500 M By Head Load, Demolition Of Concrete/ Tiles/ Bituminious / Wbm 350 Mm To 450 Mm Dia. , Fabrication Of Joints Gi/ Di/ Ms (Complete Job) And Involves The Following Items., Earth Work Excavation, Cutting Of Pipes With Hack-Saw, Refilling Of Excavated Earth 90% Earth Work Item, Disposal Of Unserviceable Material Within 500 M By Head Load, Demolition Of Concrete/ Tiles/ Bituminious / Wbm 500 Mm To 600 Mm Dia , Dismantling Gi Pipes (External Work) Including Excavation And Refilling After Taking Out The Pipes, Manually/ By Mechanical Means Including Stacking Of Pipes With In 50 Mtrs Lead 15Mm To 40 Mm Dia Nominal Bore , Dismantling Gi Pipes (External Work) Including Excavation And Refilling After Taking Out The Pipes, Manually/ By Mechanical Means Including Stacking Of Pipes With In 50 Mtrs Lead Above 40 Mm Nominal Bore. , Dismantling Ci Pipes Including Excavation And Refilling Trenches After Taking Out The Pipes Manually By Mechanical Means Breaking Lead Caulked Joints, Melting Of Lead And Making Into Blocks Including Stacking Of Pipes And Lead At Site With 50 Mtrs Lead As Per Direction Of Engineer Incharge Upto 150 Mm Dia. , Dismantling Ci Pipes Including Excavation And Refilling Trenches After Taking Out The Pipes Manually By Mechanical Means Breaking Lead Caulked Joints, Melting Of Lead And Making Into Blocks Including Stacking Of Pipes And Lead At Site With 50 Mtrs Lead As Per Direction Of Engineer Incharge Above 150 Mm To 300 Mm Dia. , Dismantling Ci Pipes Including Excavation And Refilling Trenches After Taking Out The Pipes Manually By Mechanical Means Breaking Lead Caulked Joints, Melting Of Lead And Making Into Blocks Including Stacking Of Pipes And Lead At Site With 50 Mtrs Lead As Per Direction Of Engineer Incharge Above 300 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 100 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 125 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 150 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 200 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 250 Mm Dia , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 300 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 350 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 400 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 450 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 500 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 600 Mm Dia. , Filling Available Excavated Earth (Excluding Rock ) In Trenches, Plinth Sides Of Foundation Etc. Layers Not Exceeding 20 Cm In Depth, Consolidating Each Deposited Layers Lead Upto 50 M And Lift Upto 1.5 M , Disposal Of Surplus Excavated Earth Complete Job Upto 1 Km By Mech Transport ( Carriage) , Chequrred Precast Cement Concrete Tiles 22 Mm Thick In Footpath And Courtyard Jointed With Neat Cement Slurry Mixed With Pigment To Match The Shade Of Tiles Including Rubbing And Clearing Etc. Complete On 20 Mm Thick Bed Of Cement Mortar 1: 4 (1 Cement: 4 Coarse Sand) Excluding Cost Of Tiles Ordinary Cement Without Any Pigment , Supply Of Fitter ( 2Nd Class) , Supply Of Labour (Mazdoor) , Supply Of Masson A) Ist Class , Supply Of Masson A) 2Nd Class , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 100 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 150 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 200 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 250 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 300 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 350 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 400 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 450 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 500 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 600 Mm Dia. , Laying In Position S & S Or Flanged Ci Special Such As Tees Bends, Collars, Tappers And Caps Etc (Excluding Cost Of Specials). , Locating/ Tracing Of Blockages/ Leakages Including Excavation Of Pits. , Carriage Of Department Material From Divisional Store To Site Of Work Average Distance 10 Kms By Mechanical Transport (Paid As Per Actual Distance Involved At Site Shall Be Paid As Per S.S. Of Rates 2022) G.I.Pipe And Fitting. , Carriage Of Department Material From Divisional Store To Site Of Work Average Distance 10 Kms By Mechanical Transport (Paid As Per Actual Distance Involved At Site Shall Be Paid As Per S.S. Of Rates 2022) Cement , Carriage Of Department Material From Divisional Store To Site Of Work Average Distance 10 Kms By Mechanical Transport (Paid As Per Actual Distance Involved At Site Shall Be Paid As Per S.S. Of Rates 2022) Sand , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 100 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 150 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 200 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 250 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 300 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 350 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 400 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 450 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 500 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 600Mm To 800Mm Dia , Carriage Of Departmental Material From Stacking Place To Site Of Work Average 200 Mtrs By Head Load ( Paid As Per Actual Distance Involved At Site) G.I. Pipe And Fitting , Carriage Of Departmental Material From Stacking Place To Site Of Work Average 200 Mtrs By Head Load ( Paid As Per Actual Distance Involved At Site) Cement , Carriage Of Departmental Material From Stacking Place To Site Of Work Average 200 Mtrs By Head Load ( Paid As Per Actual Distance Involved At Site) Steel , Replacement Of C.I Sluice Valves/Check Valves Complete With Bolts, Nuts, Rubber Insertions Etc.(Sluice Valves/Check Valves To Be Supplied By The Department) 200Mm Dia , Replacement Of C.I Sluice Valves/Check Valves Complete With Bolts, Nuts, Rubber Insertions Etc.(Sluice Valves/Check Valves To Be Supplied By The Department) 150Mm Dia , Replacement Of C.I Sluice Valves/Check Valves Complete With Bolts, Nuts, Rubber Insertions Etc.(Sluice Valves/Check Valves To Be Supplied By The Department) 100Mm Dia , Replacement Of C.I Sluice Valves/Check Valves Complete With Bolts, Nuts, Rubber Insertions Etc.(Sluice Valves/Check Valves To Be Supplied By The Department) 80Mm Dia , Replacement Of C.I Sluice Valves/Check Valves Complete With Bolts, Nuts, Rubber Insertions Etc.(Sluice Valves/Check Valves To Be Supplied By The Department) 65Mm Dia , Replacement Of C.I Sluice Valves/Check Valves Complete With Bolts, Nuts, Rubber Insertions Etc.(Sluice Valves/Check Valves To Be Supplied By The Department) 50Mm Dia , Fixing /Replacement Of Gm Gate Valves/Brass Stop Cocks Complete(Gate Valves/Stop Cocks Toi Be Supplied By The Department) Including Bends, Collars, Unions And Other Allied Items 150Mm Dia , Fixing /Replacement Of Gm Gate Valves/Brass Stop Cocks Complete(Gate Valves/Stop Cocks Toi Be Supplied By The Department) Including Bends, Collars, Unions And Other Allied Items 100Mm Dia , Fixing /Replacement Of Gm Gate Valves/Brass Stop Cocks Complete(Gate Valves/Stop Cocks Toi Be Supplied By The Department) Including Bends, Collars, Unions And Other Allied Items 80Mm Dia , Fixing /Replacement Of Gm Gate Valves/Brass Stop Cocks Complete(Gate Valves/Stop Cocks Toi Be Supplied By The Department) Including Bends, Collars, Unions And Other Allied Items 65Mm Dia , Fixing /Replacement Of Gm Gate Valves/Brass Stop Cocks Complete(Gate Valves/Stop Cocks Toi Be Supplied By The Department) Including Bends, Collars, Unions And Other Allied Items 50Mm Dia , Fixing /Replacement Of Gm Gate Valves/Brass Stop Cocks Complete(Gate Valves/Stop Cocks Toi Be Supplied By The Department) Including Bends, Collars, Unions And Other Allied Items 40Mm Dia , Fixing /Replacement Of Gm Gate Valves/Brass Stop Cocks Complete(Gate Valves/Stop Cocks Toi Be Supplied By The Department) Including Bends, Collars, Unions And Other Allied Items 25Mm Dia , Fixing /Replacement Of Gm Gate Valves/Brass Stop Cocks Complete(Gate Valves/Stop Cocks Toi Be Supplied By The Department) Including Bends, Collars, Unions And Other Allied Items 20Mm Dia , Making Connection Of G.I Distribution Branch With G.I Main Of Following Sizes By Providing And Fixing Tee, Including Cutting And Threading The Pipe Etc. Complete 25 To 40Mm Nominal Bore , Making Connection Of G.I Distribution Branch With G.I Main Of Following Sizes By Providing And Fixing Tee, Including Cutting And Threading The Pipe Etc. Complete 50 To 80Mm Nominal Bore , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 100 Mm Dia , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 150 Mm Dia , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 200 Mm Dia , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 250 Mm Dia , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 300 Mm Dia , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 350Mm Dia , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 400 Mm Dia , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 450 Mm Dia & 500Mm Dia , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 60 Mm Dia, 700Mm Dia, 750M,M Dia & 800Mm Dia , Clearing Jungle Including Uprooting Of Rank Vegetation, Grass, Brushwood, Trees And Saplings Of Girth Upto 30 Cm Measured At Height Of 1 M Above Ground Level And Removal Of Rubbish Upto 1 Distance Of 50 M Outside The Periphery Of The Area Cleared , Pumping Out Water Caused By Springs, Tidal Or River Seepage, Broken Water Mains Or Drains And The Like , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centring And Shuttering-All Work Upto Plinth Level 1:3:6 (1 Cement: 3 Coarse Sand 6 Graded Stone Aggregate Of 20 Mm Nominal Size) (Crushed) , Demolishing Dry Brick Pitching In Floors,Drains Etc. Including Stacking Serviceable Material And Disposal Of Unserviceable Material With In 50 Meters Lead , Dry Brick On Edge Flooring With Bricks Of Class Designation 75 On A Bed Of 12Mm Cement Mortar Including Filling Joints With Fine Sand (1:4Mix) ( With F.P.S Bricks) , Brick Work With Common Burnt Clay Fps (Non-Modualar) Bricks Of Class Designation 75 In Foundation And Plinth In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) , Brick Work With Common Burnt Clay Fps (Non-Modualar) Bricks Of Class Designation 75 In Foundation And Plinth In Cement Mortar 1: 6 (1 Cement: 6 Coarse Sand) , Half Brick Masonry With Bricks Of Class Designation 75 In Foundation And Plinth In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) , Providing And Laying In Position Cement Concrete Excluding The Cost Of Centering, Shuttering, Finishing All Work Upto Plinth Level (1: 4: 8) 1. Cement: 4 Coarse Sand 8 Graded Stone Aggregate 40Mm Nominal Size) Crushed. , Dry Stone Pitching 225 Mm Thickness Including Cost Of Stone And Preparation Of Surface Nallah. , Dry Stone Pitching (Any Thickness) Excluding Cost Of Stones On Horizontal , Dry Stone Pitching (Any Thickness) Excluding Cost Of Stones On Top Copings Of Banks , Dry Stone Pitching (Any Thickness) Excluding Cost Of Stones On Slopes , Hand Packing Stones In Wire-Crates, Excluding Cost Of Crates And Stones , Grouting Of Stone Pitching Using M-10 Nominal Mix Concrete (Max Size Of Aggregate 20 Mm Nominal) @ 3.65 Cum Per 100 Sqm On Horizontal/ Side Slopes,Complete Including Curing (Nallah) , Dumping Of Stone (Excluding Cost Of Stone) In Horizontal On Level. , Supply Of Stone Boulders (Nallah) Nominal Size 225 Mm (Stack Measurement Reduced By 15%) , Demolishing Brick Work Manually / By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead In Cement Mortar , Removing Mortar From Bricks And Cleaning Bricks Including Stacking Within A Lead Of 50 M (Stacks Of Cleaned Bricks Shall Be Measured) From Brick Work In Cement Mortar , Silt Clearance From Canals, Inclusive Of Initial Lead And Lift (50 M And 1.5M Respectively A) Dry , Silt Clearance From Canals, Inclusive Of Initial Lead And Lift (50 M And 1.5M Respectively A) Wet , Slip Clearance In Soils; Mixed With Moorum/ Kankar/ Shingle/ Boulders, Disposal Lead Upto 50 M And Lift Upto 1.5 M , Carriage Of Sand, Bajri, Stones Bricks/ Tiles From Nearest Source To Site Of Work Incl. Loading, Unloading And Stacking Complete (To Be Paid As Per Actual Distance Involved At Site) Sand Average Distance 10 Km By Mt , Carriage Of Sand, Bajri, Stones Bricks/ Tiles From Nearest Source To Site Of Work Incl. Loading, Unloading And Stacking Complete (To Be Paid As Per Actual Distance Involved At Site) Bajri Above 40 Mm Average Distance 10 Km By metallic and tarring , Carriage Of Sand, Bajri, Stones Bricks/ Tiles From Nearest Source To Site Of Work Incl. Loading, Unloading And Stacking Complete (To Be Paid As Per Actual Distance Involved At Site) Bajri Below 40 Mm Average Distance 10 Km By metallic and tarring , Carriage Of Sand, Bajri, Stones Bricks/ Tiles From Nearest Source To Site Of Work Incl. Loading, Unloading And Stacking Complete (To Be Paid As Per Actual Distance Involved At Site) Stones Average Distance 10 Km By Mech. Transport. , Carriage Of Sand, Bajri, Stones Bricks/ Tiles From Nearest Source To Site Of Work Incl. Loading, Unloading And Stacking Complete (To Be Paid As Per Actual Distance Involved At Site) Bricks Average Distance Of 10 Km By Mech, Transport , Carriage Of Sand, Bajri, Stones Bricks/ Tiles From Nearest Source To Site Of Work Incl. Loading, Unloading And Stacking Complete (To Be Paid As Per Actual Distance Involved At Site) Tiles Average Distance Of 10 Km By Mech. Transport. , Carriage Of Material From Stacking Place To Site Of Work Average 200M By Head Load. Sand , Carriage Of Material From Stacking Place To Site Of Work Average 200M By Head Load. Bajri Below 40 Mm. , Carriage Of Material From Stacking Place To Site Of Work Average 200M By Head Load. Stone Aggregate 40 Mm And Above , Carriage Of Material From Stacking Place To Site Of Work Average 200M By Head Load. Stones , Carriage Of Material From Stacking Place To Site Of Work Average 200M By Head Load. Bricks. , Carriage Of Material From Stacking Place To Site Of Work Average 200M By Head Load. Brick Tiles , Carriage Of Alum From Site Of Stacking Up To Bed Of Filtration Plant By Way Of Engaging Labour , Clearance Of Gsr/St/Dug Well/Oht/Intake Tank By Way Of Deploying Labour And Disposal Of Rubbish As Per Direction Of Engineer-In- Charge , Providing And Laying Cement Concrete 1:2:4 (1 Cement: 2 Coarse Sand : 4 Graded Stone Aggregate ) All Works Upto Plinth Level , Providing And Laying Cement Concrete 1:1.5:3 Mix Walls , Providing And Laying Cement Concrete 1:1.5:3 Mix Slabs , Reinforcement Of Reinforced Cement Concrete , Whitewashing One Or More Coat On Old Work , Welding With Gen Set , Minor Repair Of Bathroom , Form Work For Walls , Form Work For Foundtion , Form Work For Suspended Floors/ Roof , Form Work For Lintel, Beams, Plinth Beams, Girders, Bressumers And Cantilevers. , Form Work For Edges Of Slab , Reinforced Cement Concrete 1:1.5:3 All Work Upto Plinth Level , 6 Mm Cement Plaster To Ceiling Of Mix 1 : 3 (1 Cement : 3 Fine Sand) , Removing White Colour Wash By Scraping And Sand Papering And Preparing The Surface Smooth Incl. Necessary Repairs To Scratches Etc. Complete , White Washing With Lime To Give An Even Shade On New Work (Three Or More Coats) , Finishing Walls With Water Proofing Cement Paint Of Required Shade On New Work (Two Or More Coats Applied @ 3.84 Kg/10Sqm) , Applying Priming Coat: With Ready Mixed Pink Or Grey Primer Of Approved Brand And Manufacture On Wood Work (Hard And Soft Wood) , Applying Priming Coat: With Ready Mixed Aluminum Primer Of Approved Brand And Manufacture On Resinous Wood And Ply Wood , Applying Priming Coat: With Ready Mixed Red Oxide Zinc Chromate Primer Of Approved Brand And Manufacture On Steel Galvanized Iron/Steel Works , Applying Priming Coat: With Ready Mixed Red Oxide Zinc Chromate Primer Of Approved Brand And Manufacture On Steel Work (Second Coat) , Finishing With Epoxy Paint (Two Or More Coats) At All Locations Prepared And Applied As Per ManufacturerS Specifications Including Appropriate Priming Coat, Preparation Of Surface, Etc Complete On Steel Work , Distempering With Dry Distemper Of Approved Brand And Manufacture (One Or More Coats) And Of Required Shade On Old Work To Give An Even Shade , Painting With Oil Type Wood Preservative Of Approved Brand And Manufacture An Old Work (One Or More Coat) , Renewing Glass Planes With Putty And Nail Wherever Necessary Incl. Taking Out Old Putty Float Glass Panes Of Thickness 4.0 Mm , Repair To Plaster Thickness 12Mm To 20 Mm In Patches Of Area 2.5 Sqm Incl. Cutting Patches In Proper Shape And Plastering Wall Surface With White Cement Polymer Self Curing Incl. Disposal Of Rubbish. All Complete , Loading Unloading Of Material By Way Of Engaging Labour , Barricading By Way Of Fitting Of G.I. Pipes (15Mm) , Barricading By Way Of Fitting Of G.I. Pipes (20Mm) , Barricading By Way Of Fitting Of G.I. Pipes (25Mm) , Barricading By Way Of Fitting Of G.I. Pipes (32Mm) , Barricading By Way Of Fitting Of G.I. Pipes (40Mm) , Repair Of Gate By Way Of Weldiing And Other Material Required , Engagement Of Sweeper , Opening Of Old Wire Crates And Rebinding After Filling , Hand Packing Stone In Wire Crate Excluding Cost Of Crates And Stones , Providing And Fixing Of Check Valve: A)100 Mm Dia , B) 80 Mm Dia , C) 65 Mm Dia , Providing And Fixing Of Sluice Valve: A)100 Mm Dia , B) 80 Mm Dia , C) 65 Mm Dia , D) 50 Mm Dia , Providing And Fixing Of Gun Metal Gate Valve: A) 80 Mm Dia , 65 Mm Dia , B) 50 Mm Dia , C) 40 Mm Dia , D) 32 Mm Dia , E) 25 Mm Dia , F) 20 Mm Dia , Note :- (1) If Any Item/ Items Not Advertised In The Above Rate List But Found Necessary To Be Executed At Site. The Same Shall Be Paid As Per Ssr 2022 On Contractors Appreciation / Depreciation. , Note :- (2) Any Item Either Not Advertised Or Not Provided In Ssr 2022 Shall Be Paid As Per Actual Lowest Market Rates. , Note :- (3) Any Other Dia Of Pipes/ Pipe Specials If Required Shall Be Issued By The Department As Per Prevailing Stock Rates Of The Division. , Note :- (4) The Material Which Is Issued By The Department, The Cost Of Material Shall Be Deducted As Per Prevailing Stock Rates Of This Division
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 12
Jammu And Kashmir View Result →
39.
Drinking Water Supply and Sanitation #11193087 Technical Bid
Tender for Earthwork In Excavation By Manual Means In Trenches For Foundations, Drains, Pipes, Cables Etc ( Not Exceeding 1.5 M In Width) And For Shafts, Wells, Cesspits And The Like Not Exceeding 10 Sqm On Plan ,Depth Upto 1.5 Mt Including Disposal Of Excavated Earth Upto 1 Mtr From Cutting Edges, Disposed Earth To Be Levelled And Neatly Dressed In . All Kinds Of Soil. , Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) In Foundations Drains, Pipes And Cables Etc (Not Exceeding 1.5 M In Width Or 10 Sqm On Plan ) Trenches Including Dressing Of Sides And Ramming Of Bottoms Lift , Dismantling Manually /Mechanically Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Meter Lead Bituminous Road , Dismantling Manually /Mechanically Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Meter Lead Water Bound Macadam Road , Dismantling Tile Work In Floors And Roof Laid In Cement Mortar Including Stacking Material With In 50 Meteres Lead For Thickness Of Tiles 10 Mm To 25 Mm , Dismantling Tile Work In Floors And Roof Laid In Cement Mortar Including Stacking Material With In 50 Meteres Lead For Thickness Of Tiles Above 25 Mm And Upto 40 Mm. , Demolishing Cement Concrete Manually/ By Mechanical Means Including Disposal Of Material In With 50 Mtrs Lead In 1: 3: 6 Or Richer Mix. , Demolishing Cement Concrete Manually/ By Mechanical Means Including Disposal Of Material In With 50 Mtrs Lead In 1:4:8 Or Richer Mix , Laying And Fitting Of Gi Pipes Complete Excluding Cost Of Pipes And Earth Work 15 Mm Dia , 20 Mm Dia. , 25 Mm Dia , 32 Mm Dia. , 40 Mm Dia. , 50 Mm Dia. , 65 Mm Dia. , 80 Mm Dia ( L ) , 80 Mm Dia ( M ) , 100 Mm Dia ( L) , 100 Mm Dia ( M) , 150 Mm Dia ( L) , 150 Mm Dia ( M) , Providing And Fixing Of Gi Pipes Complete With G.I Fittings Excluding Tenching And Refilling Etc. ( External Work) 15 Mm Dia , 20 Mm Dia. , 25 Mm Dia , 32 Mm Dia. , 40 Mm Dia. , 50 Mm Dia. , 65 Mm Dia. , 80 Mm Dia ( L ) , 80 Mm Dia ( M ) , 100 Mm Dia ( L) , 100 Mm Dia ( M) , 150 Mm Dia (M) , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 100 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 150 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 200 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 250 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 300 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 350 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 400 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 450 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 500 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 600 Mm Dia Ductile Iron Class K - 7 Pipes , Fabrication Of Joints Gi/ Di/ Ms (Complete Job) And Involves The Following Items., Earth Work Excavation, Cutting Of Pipes With Hack-Saw, Refilling Of Excavated Earth 90% Earth Work Item, Disposal Of Unserviceable Material Within 500 M By Head Load, Demolition Of Concrete/ Tiles/ Bituminious / Wbm 25 Mm Dia To 50 Mm Dia. , Fabrication Of Joints Gi/ Di/ Ms (Complete Job) And Involves The Following Items., Earth Work Excavation, Cutting Of Pipes With Hack-Saw, Refilling Of Excavated Earth 90% Earth Work Item, Disposal Of Unserviceable Material Within 500 M By Head Load, Demolition Of Concrete/ Tiles/ Bituminious / Wbm 65 Mm Dia To 100 Mm Dia. , Fabrication Of Joints Gi/ Di/ Ms (Complete Job) And Involves The Following Items., Earth Work Excavation, Cutting Of Pipes With Hack-Saw, Refilling Of Excavated Earth 90% Earth Work Item, Disposal Of Unserviceable Material Within 500 M By Head Load, Demolition Of Concrete/ Tiles/ Bituminious / Wbm 125 Mm Dia To 150 Mm Dia. , Fabrication Of Joints Gi/ Di/ Ms (Complete Job) And Involves The Following Items., Earth Work Excavation, Cutting Of Pipes With Hack-Saw, Refilling Of Excavated Earth 90% Earth Work Item, Disposal Of Unserviceable Material Within 500 M By Head Load, Demolition Of Concrete/ Tiles/ Bituminious / Wbm 200 Mm Dia. , Fabrication Of Joints Gi/ Di/ Ms (Complete Job) And Involves The Following Items., Earth Work Excavation, Cutting Of Pipes With Hack-Saw, Refilling Of Excavated Earth 90% Earth Work Item, Disposal Of Unserviceable Material Within 500 M By Head Load, Demolition Of Concrete/ Tiles/ Bituminious / Wbm 250 Mm Dia. , Fabrication Of Joints Gi/ Di/ Ms (Complete Job) And Involves The Following Items., Earth Work Excavation, Cutting Of Pipes With Hack-Saw, Refilling Of Excavated Earth 90% Earth Work Item, Disposal Of Unserviceable Material Within 500 M By Head Load, Demolition Of Concrete/ Tiles/ Bituminious / Wbm 300 Mm Dia. , Fabrication Of Joints Gi/ Di/ Ms (Complete Job) And Involves The Following Items., Earth Work Excavation, Cutting Of Pipes With Hack-Saw, Refilling Of Excavated Earth 90% Earth Work Item, Disposal Of Unserviceable Material Within 500 M By Head Load, Demolition Of Concrete/ Tiles/ Bituminious / Wbm 350 Mm To 450 Mm Dia. , Fabrication Of Joints Gi/ Di/ Ms (Complete Job) And Involves The Following Items., Earth Work Excavation, Cutting Of Pipes With Hack-Saw, Refilling Of Excavated Earth 90% Earth Work Item, Disposal Of Unserviceable Material Within 500 M By Head Load, Demolition Of Concrete/ Tiles/ Bituminious / Wbm 500 Mm To 600 Mm Dia , Dismantling Gi Pipes (External Work) Including Excavation And Refilling After Taking Out The Pipes, Manually/ By Mechanical Means Including Stacking Of Pipes With In 50 Mtrs Lead 15Mm To 40 Mm Dia Nominal Bore , Dismantling Gi Pipes (External Work) Including Excavation And Refilling After Taking Out The Pipes, Manually/ By Mechanical Means Including Stacking Of Pipes With In 50 Mtrs Lead Above 40 Mm Nominal Bore. , Dismantling Ci Pipes Including Excavation And Refilling Trenches After Taking Out The Pipes Manually By Mechanical Means Breaking Lead Caulked Joints, Melting Of Lead And Making Into Blocks Including Stacking Of Pipes And Lead At Site With 50 Mtrs Lead As Per Direction Of Engineer Incharge Upto 150 Mm Dia. , Dismantling Ci Pipes Including Excavation And Refilling Trenches After Taking Out The Pipes Manually By Mechanical Means Breaking Lead Caulked Joints, Melting Of Lead And Making Into Blocks Including Stacking Of Pipes And Lead At Site With 50 Mtrs Lead As Per Direction Of Engineer Incharge Above 150 Mm To 300 Mm Dia. , Dismantling Ci Pipes Including Excavation And Refilling Trenches After Taking Out The Pipes Manually By Mechanical Means Breaking Lead Caulked Joints, Melting Of Lead And Making Into Blocks Including Stacking Of Pipes And Lead At Site With 50 Mtrs Lead As Per Direction Of Engineer Incharge Above 300 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 100 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 125 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 150 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 200 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 250 Mm Dia , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 300 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 350 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 400 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 450 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 500 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 600 Mm Dia. , Filling Available Excavated Earth (Excluding Rock ) In Trenches, Plinth Sides Of Foundation Etc. Layers Not Exceeding 20 Cm In Depth, Consolidating Each Deposited Layers Lead Upto 50 M And Lift Upto 1.5 M , Disposal Of Surplus Excavated Earth Complete Job Upto 1 Km By Mech Transport ( Carriage) , Chequrred Precast Cement Concrete Tiles 22 Mm Thick In Footpath And Courtyard Jointed With Neat Cement Slurry Mixed With Pigment To Match The Shade Of Tiles Including Rubbing And Clearing Etc. Complete On 20 Mm Thick Bed Of Cement Mortar 1: 4 (1 Cement: 4 Coarse Sand) Excluding Cost Of Tiles Ordinary Cement Without Any Pigment , Supply Of Fitter ( 2Nd Class) , Supply Of Labour (Mazdoor) , Supply Of Masson A) Ist Class , Supply Of Masson A) 2Nd Class , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 100 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 150 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 200 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 250 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 300 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 350 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 400 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 450 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 500 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 600 Mm Dia. , Laying In Position S & S Or Flanged Ci Special Such As Tees Bends, Collars, Tappers And Caps Etc (Excluding Cost Of Specials). , Locating/ Tracing Of Blockages/ Leakages Including Excavation Of Pits. , Carriage Of Department Material From Divisional Store To Site Of Work Average Distance 10 Kms By Mechanical Transport (Paid As Per Actual Distance Involved At Site Shall Be Paid As Per S.S. Of Rates 2022) G.I.Pipe And Fitting. , Carriage Of Department Material From Divisional Store To Site Of Work Average Distance 10 Kms By Mechanical Transport (Paid As Per Actual Distance Involved At Site Shall Be Paid As Per S.S. Of Rates 2022) Cement , Carriage Of Department Material From Divisional Store To Site Of Work Average Distance 10 Kms By Mechanical Transport (Paid As Per Actual Distance Involved At Site Shall Be Paid As Per S.S. Of Rates 2022) Sand , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 100 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 150 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 200 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 250 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 300 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 350 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 400 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 450 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 500 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 600Mm To 800Mm Dia , Carriage Of Departmental Material From Stacking Place To Site Of Work Average 200 Mtrs By Head Load ( Paid As Per Actual Distance Involved At Site) G.I. Pipe And Fitting , Carriage Of Departmental Material From Stacking Place To Site Of Work Average 200 Mtrs By Head Load ( Paid As Per Actual Distance Involved At Site) Cement , Carriage Of Departmental Material From Stacking Place To Site Of Work Average 200 Mtrs By Head Load ( Paid As Per Actual Distance Involved At Site) Steel , Replacement Of C.I Sluice Valves/Check Valves Complete With Bolts, Nuts, Rubber Insertions Etc.(Sluice Valves/Check Valves To Be Supplied By The Department) 200Mm Dia , Replacement Of C.I Sluice Valves/Check Valves Complete With Bolts, Nuts, Rubber Insertions Etc.(Sluice Valves/Check Valves To Be Supplied By The Department) 150Mm Dia , Replacement Of C.I Sluice Valves/Check Valves Complete With Bolts, Nuts, Rubber Insertions Etc.(Sluice Valves/Check Valves To Be Supplied By The Department) 100Mm Dia , Replacement Of C.I Sluice Valves/Check Valves Complete With Bolts, Nuts, Rubber Insertions Etc.(Sluice Valves/Check Valves To Be Supplied By The Department) 80Mm Dia , Replacement Of C.I Sluice Valves/Check Valves Complete With Bolts, Nuts, Rubber Insertions Etc.(Sluice Valves/Check Valves To Be Supplied By The Department) 65Mm Dia , Replacement Of C.I Sluice Valves/Check Valves Complete With Bolts, Nuts, Rubber Insertions Etc.(Sluice Valves/Check Valves To Be Supplied By The Department) 50Mm Dia , Fixing /Replacement Of Gm Gate Valves/Brass Stop Cocks Complete(Gate Valves/Stop Cocks Toi Be Supplied By The Department) Including Bends, Collars, Unions And Other Allied Items 150Mm Dia , Fixing /Replacement Of Gm Gate Valves/Brass Stop Cocks Complete(Gate Valves/Stop Cocks Toi Be Supplied By The Department) Including Bends, Collars, Unions And Other Allied Items 100Mm Dia , Fixing /Replacement Of Gm Gate Valves/Brass Stop Cocks Complete(Gate Valves/Stop Cocks Toi Be Supplied By The Department) Including Bends, Collars, Unions And Other Allied Items 80Mm Dia , Fixing /Replacement Of Gm Gate Valves/Brass Stop Cocks Complete(Gate Valves/Stop Cocks Toi Be Supplied By The Department) Including Bends, Collars, Unions And Other Allied Items 65Mm Dia , Fixing /Replacement Of Gm Gate Valves/Brass Stop Cocks Complete(Gate Valves/Stop Cocks Toi Be Supplied By The Department) Including Bends, Collars, Unions And Other Allied Items 50Mm Dia , Fixing /Replacement Of Gm Gate Valves/Brass Stop Cocks Complete(Gate Valves/Stop Cocks Toi Be Supplied By The Department) Including Bends, Collars, Unions And Other Allied Items 40Mm Dia , Fixing /Replacement Of Gm Gate Valves/Brass Stop Cocks Complete(Gate Valves/Stop Cocks Toi Be Supplied By The Department) Including Bends, Collars, Unions And Other Allied Items 25Mm Dia , Fixing /Replacement Of Gm Gate Valves/Brass Stop Cocks Complete(Gate Valves/Stop Cocks Toi Be Supplied By The Department) Including Bends, Collars, Unions And Other Allied Items 20Mm Dia , Making Connection Of G.I Distribution Branch With G.I Main Of Following Sizes By Providing And Fixing Tee, Including Cutting And Threading The Pipe Etc. Complete 25 To 40Mm Nominal Bore , Making Connection Of G.I Distribution Branch With G.I Main Of Following Sizes By Providing And Fixing Tee, Including Cutting And Threading The Pipe Etc. Complete 50 To 80Mm Nominal Bore , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 100 Mm Dia , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 150 Mm Dia , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 200 Mm Dia , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 250 Mm Dia , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 300 Mm Dia , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 350Mm Dia , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 400 Mm Dia , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 450 Mm Dia & 500Mm Dia , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 60 Mm Dia, 700Mm Dia, 750M,M Dia & 800Mm Dia , Clearing Jungle Including Uprooting Of Rank Vegetation, Grass, Brushwood, Trees And Saplings Of Girth Upto 30 Cm Measured At Height Of 1 M Above Ground Level And Removal Of Rubbish Upto 1 Distance Of 50 M Outside The Periphery Of The Area Cleared , Pumping Out Water Caused By Springs, Tidal Or River Seepage, Broken Water Mains Or Drains And The Like , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centring And Shuttering-All Work Upto Plinth Level 1:3:6 (1 Cement: 3 Coarse Sand 6 Graded Stone Aggregate Of 20 Mm Nominal Size) (Crushed) , Demolishing Dry Brick Pitching In Floors,Drains Etc. Including Stacking Serviceable Material And Disposal Of Unserviceable Material With In 50 Meters Lead , Dry Brick On Edge Flooring With Bricks Of Class Designation 75 On A Bed Of 12Mm Cement Mortar Including Filling Joints With Fine Sand (1:4Mix) ( With F.P.S Bricks) , Brick Work With Common Burnt Clay Fps (Non-Modualar) Bricks Of Class Designation 75 In Foundation And Plinth In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) , Brick Work With Common Burnt Clay Fps (Non-Modualar) Bricks Of Class Designation 75 In Foundation And Plinth In Cement Mortar 1: 6 (1 Cement: 6 Coarse Sand) , Half Brick Masonry With Bricks Of Class Designation 75 In Foundation And Plinth In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) , Providing And Laying In Position Cement Concrete Excluding The Cost Of Centering, Shuttering, Finishing All Work Upto Plinth Level (1: 4: 8) 1. Cement: 4 Coarse Sand 8 Graded Stone Aggregate 40Mm Nominal Size) Crushed. , Dry Stone Pitching 225 Mm Thickness Including Cost Of Stone And Preparation Of Surface Nallah. , Dry Stone Pitching (Any Thickness) Excluding Cost Of Stones On Horizontal , Dry Stone Pitching (Any Thickness) Excluding Cost Of Stones On Top Copings Of Banks , Dry Stone Pitching (Any Thickness) Excluding Cost Of Stones On Slopes , Hand Packing Stones In Wire-Crates, Excluding Cost Of Crates And Stones , Grouting Of Stone Pitching Using M-10 Nominal Mix Concrete (Max Size Of Aggregate 20 Mm Nominal) @ 3.65 Cum Per 100 Sqm On Horizontal/ Side Slopes,Complete Including Curing (Nallah) , Dumping Of Stone (Excluding Cost Of Stone) In Horizontal On Level. , Supply Of Stone Boulders (Nallah) Nominal Size 225 Mm (Stack Measurement Reduced By 15%) , Demolishing Brick Work Manually / By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead In Cement Mortar , Removing Mortar From Bricks And Cleaning Bricks Including Stacking Within A Lead Of 50 M (Stacks Of Cleaned Bricks Shall Be Measured) From Brick Work In Cement Mortar , Silt Clearance From Canals, Inclusive Of Initial Lead And Lift (50 M And 1.5M Respectively A) Dry , Silt Clearance From Canals, Inclusive Of Initial Lead And Lift (50 M And 1.5M Respectively A) Wet , Slip Clearance In Soils; Mixed With Moorum/ Kankar/ Shingle/ Boulders, Disposal Lead Upto 50 M And Lift Upto 1.5 M , Carriage Of Sand, Bajri, Stones Bricks/ Tiles From Nearest Source To Site Of Work Incl. Loading, Unloading And Stacking Complete (To Be Paid As Per Actual Distance Involved At Site) Sand Average Distance 10 Km By Mt , Carriage Of Sand, Bajri, Stones Bricks/ Tiles From Nearest Source To Site Of Work Incl. Loading, Unloading And Stacking Complete (To Be Paid As Per Actual Distance Involved At Site) Bajri Above 40 Mm Average Distance 10 Km By metallic and tarring , Carriage Of Sand, Bajri, Stones Bricks/ Tiles From Nearest Source To Site Of Work Incl. Loading, Unloading And Stacking Complete (To Be Paid As Per Actual Distance Involved At Site) Bajri Below 40 Mm Average Distance 10 Km By metallic and tarring , Carriage Of Sand, Bajri, Stones Bricks/ Tiles From Nearest Source To Site Of Work Incl. Loading, Unloading And Stacking Complete (To Be Paid As Per Actual Distance Involved At Site) Stones Average Distance 10 Km By Mech. Transport. , Carriage Of Sand, Bajri, Stones Bricks/ Tiles From Nearest Source To Site Of Work Incl. Loading, Unloading And Stacking Complete (To Be Paid As Per Actual Distance Involved At Site) Bricks Average Distance Of 10 Km By Mech, Transport , Carriage Of Sand, Bajri, Stones Bricks/ Tiles From Nearest Source To Site Of Work Incl. Loading, Unloading And Stacking Complete (To Be Paid As Per Actual Distance Involved At Site) Tiles Average Distance Of 10 Km By Mech. Transport. , Carriage Of Material From Stacking Place To Site Of Work Average 200M By Head Load. Sand , Carriage Of Material From Stacking Place To Site Of Work Average 200M By Head Load. Bajri Below 40 Mm. , Carriage Of Material From Stacking Place To Site Of Work Average 200M By Head Load. Stone Aggregate 40 Mm And Above , Carriage Of Material From Stacking Place To Site Of Work Average 200M By Head Load. Stones , Carriage Of Material From Stacking Place To Site Of Work Average 200M By Head Load. Bricks. , Carriage Of Material From Stacking Place To Site Of Work Average 200M By Head Load. Brick Tiles , Carriage Of Alum From Site Of Stacking Up To Bed Of Filtration Plant By Way Of Engaging Labour , Clearance Of Gsr/St/Dug Well/Oht/Intake Tank By Way Of Deploying Labour And Disposal Of Rubbish As Per Direction Of Engineer-In- Charge , Providing And Laying Cement Concrete 1:2:4 (1 Cement: 2 Coarse Sand : 4 Graded Stone Aggregate ) All Works Upto Plinth Level , Providing And Laying Cement Concrete 1:1.5:3 Mix Walls , Providing And Laying Cement Concrete 1:1.5:3 Mix Slabs , Reinforcement Of Reinforced Cement Concrete , Whitewashing One Or More Coat On Old Work , Welding With Gen Set , Minor Repair Of Bathroom , Form Work For Walls , Form Work For Foundtion , Form Work For Suspended Floors/ Roof , Form Work For Lintel, Beams, Plinth Beams, Girders, Bressumers And Cantilevers. , Form Work For Edges Of Slab , Reinforced Cement Concrete 1:1.5:3 All Work Upto Plinth Level , 6 Mm Cement Plaster To Ceiling Of Mix 1 : 3 (1 Cement : 3 Fine Sand) , Removing White Colour Wash By Scraping And Sand Papering And Preparing The Surface Smooth Incl. Necessary Repairs To Scratches Etc. Complete , White Washing With Lime To Give An Even Shade On New Work (Three Or More Coats) , Finishing Walls With Water Proofing Cement Paint Of Required Shade On New Work (Two Or More Coats Applied @ 3.84 Kg/10Sqm) , Applying Priming Coat: With Ready Mixed Pink Or Grey Primer Of Approved Brand And Manufacture On Wood Work (Hard And Soft Wood) , Applying Priming Coat: With Ready Mixed Aluminum Primer Of Approved Brand And Manufacture On Resinous Wood And Ply Wood , Applying Priming Coat: With Ready Mixed Red Oxide Zinc Chromate Primer Of Approved Brand And Manufacture On Steel Galvanized Iron/Steel Works , Applying Priming Coat: With Ready Mixed Red Oxide Zinc Chromate Primer Of Approved Brand And Manufacture On Steel Work (Second Coat) , Finishing With Epoxy Paint (Two Or More Coats) At All Locations Prepared And Applied As Per ManufacturerS Specifications Including Appropriate Priming Coat, Preparation Of Surface, Etc Complete On Steel Work , Distempering With Dry Distemper Of Approved Brand And Manufacture (One Or More Coats) And Of Required Shade On Old Work To Give An Even Shade , Painting With Oil Type Wood Preservative Of Approved Brand And Manufacture An Old Work (One Or More Coat) , Renewing Glass Planes With Putty And Nail Wherever Necessary Incl. Taking Out Old Putty Float Glass Panes Of Thickness 4.0 Mm , Repair To Plaster Thickness 12Mm To 20 Mm In Patches Of Area 2.5 Sqm Incl. Cutting Patches In Proper Shape And Plastering Wall Surface With White Cement Polymer Self Curing Incl. Disposal Of Rubbish. All Complete , Loading Unloading Of Material By Way Of Engaging Labour , Barricading By Way Of Fitting Of G.I. Pipes (15Mm) , Barricading By Way Of Fitting Of G.I. Pipes (20Mm) , Barricading By Way Of Fitting Of G.I. Pipes (25Mm) , Barricading By Way Of Fitting Of G.I. Pipes (32Mm) , Barricading By Way Of Fitting Of G.I. Pipes (40Mm) , Repair Of Gate By Way Of Weldiing And Other Material Required , Engagement Of Sweeper , Opening Of Old Wire Crates And Rebinding After Filling , Hand Packing Stone In Wire Crate Excluding Cost Of Crates And Stones , Providing And Fixing Of Check Valve: A)100 Mm Dia , B) 80 Mm Dia , C) 65 Mm Dia , Providing And Fixing Of Sluice Valve: A)100 Mm Dia , B) 80 Mm Dia , C) 65 Mm Dia , D) 50 Mm Dia , Providing And Fixing Of Gun Metal Gate Valve: A) 80 Mm Dia , 65 Mm Dia , B) 50 Mm Dia , C) 40 Mm Dia , D) 32 Mm Dia , E) 25 Mm Dia , F) 20 Mm Dia , Note :- (1) If Any Item/ Items Not Advertised In The Above Rate List But Found Necessary To Be Executed At Site. The Same Shall Be Paid As Per Ssr 2022 On Contractors Appreciation / Depreciation. , Note :- (2) Any Item Either Not Advertised Or Not Provided In Ssr 2022 Shall Be Paid As Per Actual Lowest Market Rates. , Note :- (3) Any Other Dia Of Pipes/ Pipe Specials If Required Shall Be Issued By The Department As Per Prevailing Stock Rates Of The Division. , Note :- (4) The Material Which Is Issued By The Department, The Cost Of Material Shall Be Deducted As Per Prevailing Stock Rates Of This Division
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 8
Jammu And Kashmir View Result →
40.
Drinking Water Supply and Sanitation #11193086 Technical Bid
Tender for Earthwork In Excavation By Manual Means In Trenches For Foundations, Drains, Pipes, Cables Etc ( Not Exceeding 1.5 M In Width) And For Shafts, Wells, Cesspits And The Like Not Exceeding 10 Sqm On Plan ,Depth Upto 1.5 Mt Including Disposal Of Excavated Earth Upto 1 Mtr From Cutting Edges, Disposed Earth To Be Levelled And Neatly Dressed In . All Kinds Of Soil. , Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) In Foundations Drains, Pipes And Cables Etc (Not Exceeding 1.5 M In Width Or 10 Sqm On Plan ) Trenches Including Dressing Of Sides And Ramming Of Bottoms Lift , Dismantling Manually /Mechanically Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Meter Lead Bituminous Road , Dismantling Manually /Mechanically Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Meter Lead Water Bound Macadam Road , Dismantling Tile Work In Floors And Roof Laid In Cement Mortar Including Stacking Material With In 50 Meteres Lead For Thickness Of Tiles 10 Mm To 25 Mm , Dismantling Tile Work In Floors And Roof Laid In Cement Mortar Including Stacking Material With In 50 Meteres Lead For Thickness Of Tiles Above 25 Mm And Upto 40 Mm. , Demolishing Cement Concrete Manually/ By Mechanical Means Including Disposal Of Material In With 50 Mtrs Lead In 1: 3: 6 Or Richer Mix. , Demolishing Cement Concrete Manually/ By Mechanical Means Including Disposal Of Material In With 50 Mtrs Lead In 1:4:8 Or Richer Mix , Laying And Fitting Of Gi Pipes Complete Excluding Cost Of Pipes And Earth Work 15 Mm Dia , 20 Mm Dia. , 25 Mm Dia , 32 Mm Dia. , 40 Mm Dia. , 50 Mm Dia. , 65 Mm Dia. , 80 Mm Dia ( L ) , 80 Mm Dia ( M ) , 100 Mm Dia ( L) , 100 Mm Dia ( M) , 150 Mm Dia ( L) , 150 Mm Dia ( M) , Providing And Fixing Of Gi Pipes Complete With G.I Fittings Excluding Tenching And Refilling Etc. ( External Work) 15 Mm Dia , 20 Mm Dia. , 25 Mm Dia , 32 Mm Dia. , 40 Mm Dia. , 50 Mm Dia. , 65 Mm Dia. , 80 Mm Dia ( L ) , 80 Mm Dia ( M ) , 100 Mm Dia ( L) , 100 Mm Dia ( M) , 150 Mm Dia (M) , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 100 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 150 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 200 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 250 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 300 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 350 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 400 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 450 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 500 Mm Dia Ductile Iron Class K - 7 Pipes , Providing And Laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes Conforming To Is : 8329 600 Mm Dia Ductile Iron Class K - 7 Pipes , Fabrication Of Joints Gi/ Di/ Ms (Complete Job) And Involves The Following Items., Earth Work Excavation, Cutting Of Pipes With Hack-Saw, Refilling Of Excavated Earth 90% Earth Work Item, Disposal Of Unserviceable Material Within 500 M By Head Load, Demolition Of Concrete/ Tiles/ Bituminious / Wbm 25 Mm Dia To 50 Mm Dia. , Fabrication Of Joints Gi/ Di/ Ms (Complete Job) And Involves The Following Items., Earth Work Excavation, Cutting Of Pipes With Hack-Saw, Refilling Of Excavated Earth 90% Earth Work Item, Disposal Of Unserviceable Material Within 500 M By Head Load, Demolition Of Concrete/ Tiles/ Bituminious / Wbm 65 Mm Dia To 100 Mm Dia. , Fabrication Of Joints Gi/ Di/ Ms (Complete Job) And Involves The Following Items., Earth Work Excavation, Cutting Of Pipes With Hack-Saw, Refilling Of Excavated Earth 90% Earth Work Item, Disposal Of Unserviceable Material Within 500 M By Head Load, Demolition Of Concrete/ Tiles/ Bituminious / Wbm 125 Mm Dia To 150 Mm Dia. , Fabrication Of Joints Gi/ Di/ Ms (Complete Job) And Involves The Following Items., Earth Work Excavation, Cutting Of Pipes With Hack-Saw, Refilling Of Excavated Earth 90% Earth Work Item, Disposal Of Unserviceable Material Within 500 M By Head Load, Demolition Of Concrete/ Tiles/ Bituminious / Wbm 200 Mm Dia. , Fabrication Of Joints Gi/ Di/ Ms (Complete Job) And Involves The Following Items., Earth Work Excavation, Cutting Of Pipes With Hack-Saw, Refilling Of Excavated Earth 90% Earth Work Item, Disposal Of Unserviceable Material Within 500 M By Head Load, Demolition Of Concrete/ Tiles/ Bituminious / Wbm 250 Mm Dia. , Fabrication Of Joints Gi/ Di/ Ms (Complete Job) And Involves The Following Items., Earth Work Excavation, Cutting Of Pipes With Hack-Saw, Refilling Of Excavated Earth 90% Earth Work Item, Disposal Of Unserviceable Material Within 500 M By Head Load, Demolition Of Concrete/ Tiles/ Bituminious / Wbm 300 Mm Dia. , Fabrication Of Joints Gi/ Di/ Ms (Complete Job) And Involves The Following Items., Earth Work Excavation, Cutting Of Pipes With Hack-Saw, Refilling Of Excavated Earth 90% Earth Work Item, Disposal Of Unserviceable Material Within 500 M By Head Load, Demolition Of Concrete/ Tiles/ Bituminious / Wbm 350 Mm To 450 Mm Dia. , Fabrication Of Joints Gi/ Di/ Ms (Complete Job) And Involves The Following Items., Earth Work Excavation, Cutting Of Pipes With Hack-Saw, Refilling Of Excavated Earth 90% Earth Work Item, Disposal Of Unserviceable Material Within 500 M By Head Load, Demolition Of Concrete/ Tiles/ Bituminious / Wbm 500 Mm To 600 Mm Dia , Dismantling Gi Pipes (External Work) Including Excavation And Refilling After Taking Out The Pipes, Manually/ By Mechanical Means Including Stacking Of Pipes With In 50 Mtrs Lead 15Mm To 40 Mm Dia Nominal Bore , Dismantling Gi Pipes (External Work) Including Excavation And Refilling After Taking Out The Pipes, Manually/ By Mechanical Means Including Stacking Of Pipes With In 50 Mtrs Lead Above 40 Mm Nominal Bore. , Dismantling Ci Pipes Including Excavation And Refilling Trenches After Taking Out The Pipes Manually By Mechanical Means Breaking Lead Caulked Joints, Melting Of Lead And Making Into Blocks Including Stacking Of Pipes And Lead At Site With 50 Mtrs Lead As Per Direction Of Engineer Incharge Upto 150 Mm Dia. , Dismantling Ci Pipes Including Excavation And Refilling Trenches After Taking Out The Pipes Manually By Mechanical Means Breaking Lead Caulked Joints, Melting Of Lead And Making Into Blocks Including Stacking Of Pipes And Lead At Site With 50 Mtrs Lead As Per Direction Of Engineer Incharge Above 150 Mm To 300 Mm Dia. , Dismantling Ci Pipes Including Excavation And Refilling Trenches After Taking Out The Pipes Manually By Mechanical Means Breaking Lead Caulked Joints, Melting Of Lead And Making Into Blocks Including Stacking Of Pipes And Lead At Site With 50 Mtrs Lead As Per Direction Of Engineer Incharge Above 300 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 100 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 125 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 150 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 200 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 250 Mm Dia , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 300 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 350 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 400 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 450 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 500 Mm Dia. , Providing Lead Caulked Joints To Spun Iron Or C.I And Specials Including Testing Of Joints But Including The Cost Of Pig Lead 600 Mm Dia. , Filling Available Excavated Earth (Excluding Rock ) In Trenches, Plinth Sides Of Foundation Etc. Layers Not Exceeding 20 Cm In Depth, Consolidating Each Deposited Layers Lead Upto 50 M And Lift Upto 1.5 M , Disposal Of Surplus Excavated Earth Complete Job Upto 1 Km By Mech Transport ( Carriage) , Chequrred Precast Cement Concrete Tiles 22 Mm Thick In Footpath And Courtyard Jointed With Neat Cement Slurry Mixed With Pigment To Match The Shade Of Tiles Including Rubbing And Clearing Etc. Complete On 20 Mm Thick Bed Of Cement Mortar 1: 4 (1 Cement: 4 Coarse Sand) Excluding Cost Of Tiles Ordinary Cement Without Any Pigment , Supply Of Fitter ( 2Nd Class) , Supply Of Labour (Mazdoor) , Supply Of Masson A) Ist Class , Supply Of Masson A) 2Nd Class , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 100 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 150 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 200 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 250 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 300 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 350 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 400 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 450 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 500 Mm Dia. , Providing Push On Joints To Centrifugally (Spun) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing Including The Cost Of Rubber Gasket 600 Mm Dia. , Laying In Position S & S Or Flanged Ci Special Such As Tees Bends, Collars, Tappers And Caps Etc (Excluding Cost Of Specials). , Locating/ Tracing Of Blockages/ Leakages Including Excavation Of Pits. , Carriage Of Department Material From Divisional Store To Site Of Work Average Distance 10 Kms By Mechanical Transport (Paid As Per Actual Distance Involved At Site Shall Be Paid As Per S.S. Of Rates 2022) G.I.Pipe And Fitting. , Carriage Of Department Material From Divisional Store To Site Of Work Average Distance 10 Kms By Mechanical Transport (Paid As Per Actual Distance Involved At Site Shall Be Paid As Per S.S. Of Rates 2022) Cement , Carriage Of Department Material From Divisional Store To Site Of Work Average Distance 10 Kms By Mechanical Transport (Paid As Per Actual Distance Involved At Site Shall Be Paid As Per S.S. Of Rates 2022) Sand , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 100 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 150 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 200 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 250 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 300 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 350 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 400 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 450 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 500 Mm Dia , Carriage Of Pipe Avg. 10 Kmt By Mt Ductile Iron/ M.S.Pipes 600Mm To 800Mm Dia , Carriage Of Departmental Material From Stacking Place To Site Of Work Average 200 Mtrs By Head Load ( Paid As Per Actual Distance Involved At Site) G.I. Pipe And Fitting , Carriage Of Departmental Material From Stacking Place To Site Of Work Average 200 Mtrs By Head Load ( Paid As Per Actual Distance Involved At Site) Cement , Carriage Of Departmental Material From Stacking Place To Site Of Work Average 200 Mtrs By Head Load ( Paid As Per Actual Distance Involved At Site) Steel , Replacement Of C.I Sluice Valves/Check Valves Complete With Bolts, Nuts, Rubber Insertions Etc.(Sluice Valves/Check Valves To Be Supplied By The Department) 200Mm Dia , Replacement Of C.I Sluice Valves/Check Valves Complete With Bolts, Nuts, Rubber Insertions Etc.(Sluice Valves/Check Valves To Be Supplied By The Department) 150Mm Dia , Replacement Of C.I Sluice Valves/Check Valves Complete With Bolts, Nuts, Rubber Insertions Etc.(Sluice Valves/Check Valves To Be Supplied By The Department) 100Mm Dia , Replacement Of C.I Sluice Valves/Check Valves Complete With Bolts, Nuts, Rubber Insertions Etc.(Sluice Valves/Check Valves To Be Supplied By The Department) 80Mm Dia , Replacement Of C.I Sluice Valves/Check Valves Complete With Bolts, Nuts, Rubber Insertions Etc.(Sluice Valves/Check Valves To Be Supplied By The Department) 65Mm Dia , Replacement Of C.I Sluice Valves/Check Valves Complete With Bolts, Nuts, Rubber Insertions Etc.(Sluice Valves/Check Valves To Be Supplied By The Department) 50Mm Dia , Fixing /Replacement Of Gm Gate Valves/Brass Stop Cocks Complete(Gate Valves/Stop Cocks Toi Be Supplied By The Department) Including Bends, Collars, Unions And Other Allied Items 150Mm Dia , Fixing /Replacement Of Gm Gate Valves/Brass Stop Cocks Complete(Gate Valves/Stop Cocks Toi Be Supplied By The Department) Including Bends, Collars, Unions And Other Allied Items 100Mm Dia , Fixing /Replacement Of Gm Gate Valves/Brass Stop Cocks Complete(Gate Valves/Stop Cocks Toi Be Supplied By The Department) Including Bends, Collars, Unions And Other Allied Items 80Mm Dia , Fixing /Replacement Of Gm Gate Valves/Brass Stop Cocks Complete(Gate Valves/Stop Cocks Toi Be Supplied By The Department) Including Bends, Collars, Unions And Other Allied Items 65Mm Dia , Fixing /Replacement Of Gm Gate Valves/Brass Stop Cocks Complete(Gate Valves/Stop Cocks Toi Be Supplied By The Department) Including Bends, Collars, Unions And Other Allied Items 50Mm Dia , Fixing /Replacement Of Gm Gate Valves/Brass Stop Cocks Complete(Gate Valves/Stop Cocks Toi Be Supplied By The Department) Including Bends, Collars, Unions And Other Allied Items 40Mm Dia , Fixing /Replacement Of Gm Gate Valves/Brass Stop Cocks Complete(Gate Valves/Stop Cocks Toi Be Supplied By The Department) Including Bends, Collars, Unions And Other Allied Items 25Mm Dia , Fixing /Replacement Of Gm Gate Valves/Brass Stop Cocks Complete(Gate Valves/Stop Cocks Toi Be Supplied By The Department) Including Bends, Collars, Unions And Other Allied Items 20Mm Dia , Making Connection Of G.I Distribution Branch With G.I Main Of Following Sizes By Providing And Fixing Tee, Including Cutting And Threading The Pipe Etc. Complete 25 To 40Mm Nominal Bore , Making Connection Of G.I Distribution Branch With G.I Main Of Following Sizes By Providing And Fixing Tee, Including Cutting And Threading The Pipe Etc. Complete 50 To 80Mm Nominal Bore , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 100 Mm Dia , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 150 Mm Dia , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 200 Mm Dia , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 250 Mm Dia , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 300 Mm Dia , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 350Mm Dia , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 400 Mm Dia , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 450 Mm Dia & 500Mm Dia , Carriage Of D.I/M.S Pipe From Stacking Site Of Work Avg. 200 Mtr By Head Load Ductile Iron/ Ms Pipes. 60 Mm Dia, 700Mm Dia, 750M,M Dia & 800Mm Dia , Clearing Jungle Including Uprooting Of Rank Vegetation, Grass, Brushwood, Trees And Saplings Of Girth Upto 30 Cm Measured At Height Of 1 M Above Ground Level And Removal Of Rubbish Upto 1 Distance Of 50 M Outside The Periphery Of The Area Cleared , Pumping Out Water Caused By Springs, Tidal Or River Seepage, Broken Water Mains Or Drains And The Like , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centring And Shuttering-All Work Upto Plinth Level 1:3:6 (1 Cement: 3 Coarse Sand 6 Graded Stone Aggregate Of 20 Mm Nominal Size) (Crushed) , Demolishing Dry Brick Pitching In Floors,Drains Etc. Including Stacking Serviceable Material And Disposal Of Unserviceable Material With In 50 Meters Lead , Dry Brick On Edge Flooring With Bricks Of Class Designation 75 On A Bed Of 12Mm Cement Mortar Including Filling Joints With Fine Sand (1:4Mix) ( With F.P.S Bricks) , Brick Work With Common Burnt Clay Fps (Non-Modualar) Bricks Of Class Designation 75 In Foundation And Plinth In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) , Brick Work With Common Burnt Clay Fps (Non-Modualar) Bricks Of Class Designation 75 In Foundation And Plinth In Cement Mortar 1: 6 (1 Cement: 6 Coarse Sand) , Half Brick Masonry With Bricks Of Class Designation 75 In Foundation And Plinth In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) , Providing And Laying In Position Cement Concrete Excluding The Cost Of Centering, Shuttering, Finishing All Work Upto Plinth Level (1: 4: 8) 1. Cement: 4 Coarse Sand 8 Graded Stone Aggregate 40Mm Nominal Size) Crushed. , Dry Stone Pitching 225 Mm Thickness Including Cost Of Stone And Preparation Of Surface Nallah. , Dry Stone Pitching (Any Thickness) Excluding Cost Of Stones On Horizontal , Dry Stone Pitching (Any Thickness) Excluding Cost Of Stones On Top Copings Of Banks , Dry Stone Pitching (Any Thickness) Excluding Cost Of Stones On Slopes , Hand Packing Stones In Wire-Crates, Excluding Cost Of Crates And Stones , Grouting Of Stone Pitching Using M-10 Nominal Mix Concrete (Max Size Of Aggregate 20 Mm Nominal) @ 3.65 Cum Per 100 Sqm On Horizontal/ Side Slopes,Complete Including Curing (Nallah) , Dumping Of Stone (Excluding Cost Of Stone) In Horizontal On Level. , Supply Of Stone Boulders (Nallah) Nominal Size 225 Mm (Stack Measurement Reduced By 15%) , Demolishing Brick Work Manually / By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead In Cement Mortar , Removing Mortar From Bricks And Cleaning Bricks Including Stacking Within A Lead Of 50 M (Stacks Of Cleaned Bricks Shall Be Measured) From Brick Work In Cement Mortar , Silt Clearance From Canals, Inclusive Of Initial Lead And Lift (50 M And 1.5M Respectively A) Dry , Silt Clearance From Canals, Inclusive Of Initial Lead And Lift (50 M And 1.5M Respectively A) Wet , Slip Clearance In Soils; Mixed With Moorum/ Kankar/ Shingle/ Boulders, Disposal Lead Upto 50 M And Lift Upto 1.5 M , Carriage Of Sand, Bajri, Stones Bricks/ Tiles From Nearest Source To Site Of Work Incl. Loading, Unloading And Stacking Complete (To Be Paid As Per Actual Distance Involved At Site) Sand Average Distance 10 Km By Mt , Carriage Of Sand, Bajri, Stones Bricks/ Tiles From Nearest Source To Site Of Work Incl. Loading, Unloading And Stacking Complete (To Be Paid As Per Actual Distance Involved At Site) Bajri Above 40 Mm Average Distance 10 Km By metallic and tarring , Carriage Of Sand, Bajri, Stones Bricks/ Tiles From Nearest Source To Site Of Work Incl. Loading, Unloading And Stacking Complete (To Be Paid As Per Actual Distance Involved At Site) Bajri Below 40 Mm Average Distance 10 Km By metallic and tarring , Carriage Of Sand, Bajri, Stones Bricks/ Tiles From Nearest Source To Site Of Work Incl. Loading, Unloading And Stacking Complete (To Be Paid As Per Actual Distance Involved At Site) Stones Average Distance 10 Km By Mech. Transport. , Carriage Of Sand, Bajri, Stones Bricks/ Tiles From Nearest Source To Site Of Work Incl. Loading, Unloading And Stacking Complete (To Be Paid As Per Actual Distance Involved At Site) Bricks Average Distance Of 10 Km By Mech, Transport , Carriage Of Sand, Bajri, Stones Bricks/ Tiles From Nearest Source To Site Of Work Incl. Loading, Unloading And Stacking Complete (To Be Paid As Per Actual Distance Involved At Site) Tiles Average Distance Of 10 Km By Mech. Transport. , Carriage Of Material From Stacking Place To Site Of Work Average 200M By Head Load. Sand , Carriage Of Material From Stacking Place To Site Of Work Average 200M By Head Load. Bajri Below 40 Mm. , Carriage Of Material From Stacking Place To Site Of Work Average 200M By Head Load. Stone Aggregate 40 Mm And Above , Carriage Of Material From Stacking Place To Site Of Work Average 200M By Head Load. Stones , Carriage Of Material From Stacking Place To Site Of Work Average 200M By Head Load. Bricks. , Carriage Of Material From Stacking Place To Site Of Work Average 200M By Head Load. Brick Tiles , Carriage Of Alum From Site Of Stacking Up To Bed Of Filtration Plant By Way Of Engaging Labour , Clearance Of Gsr/St/Dug Well/Oht/Intake Tank By Way Of Deploying Labour And Disposal Of Rubbish As Per Direction Of Engineer-In- Charge , Providing And Laying Cement Concrete 1:2:4 (1 Cement: 2 Coarse Sand : 4 Graded Stone Aggregate ) All Works Upto Plinth Level , Providing And Laying Cement Concrete 1:1.5:3 Mix Walls , Providing And Laying Cement Concrete 1:1.5:3 Mix Slabs , Reinforcement Of Reinforced Cement Concrete , Whitewashing One Or More Coat On Old Work , Welding With Gen Set , Minor Repair Of Bathroom , Form Work For Walls , Form Work For Foundtion , Form Work For Suspended Floors/ Roof , Form Work For Lintel, Beams, Plinth Beams, Girders, Bressumers And Cantilevers. , Form Work For Edges Of Slab , Reinforced Cement Concrete 1:1.5:3 All Work Upto Plinth Level , 6 Mm Cement Plaster To Ceiling Of Mix 1 : 3 (1 Cement : 3 Fine Sand) , Removing White Colour Wash By Scraping And Sand Papering And Preparing The Surface Smooth Incl. Necessary Repairs To Scratches Etc. Complete , White Washing With Lime To Give An Even Shade On New Work (Three Or More Coats) , Finishing Walls With Water Proofing Cement Paint Of Required Shade On New Work (Two Or More Coats Applied @ 3.84 Kg/10Sqm) , Applying Priming Coat: With Ready Mixed Pink Or Grey Primer Of Approved Brand And Manufacture On Wood Work (Hard And Soft Wood) , Applying Priming Coat: With Ready Mixed Aluminum Primer Of Approved Brand And Manufacture On Resinous Wood And Ply Wood , Applying Priming Coat: With Ready Mixed Red Oxide Zinc Chromate Primer Of Approved Brand And Manufacture On Steel Galvanized Iron/Steel Works , Applying Priming Coat: With Ready Mixed Red Oxide Zinc Chromate Primer Of Approved Brand And Manufacture On Steel Work (Second Coat) , Finishing With Epoxy Paint (Two Or More Coats) At All Locations Prepared And Applied As Per ManufacturerS Specifications Including Appropriate Priming Coat, Preparation Of Surface, Etc Complete On Steel Work , Distempering With Dry Distemper Of Approved Brand And Manufacture (One Or More Coats) And Of Required Shade On Old Work To Give An Even Shade , Painting With Oil Type Wood Preservative Of Approved Brand And Manufacture An Old Work (One Or More Coat) , Renewing Glass Planes With Putty And Nail Wherever Necessary Incl. Taking Out Old Putty Float Glass Panes Of Thickness 4.0 Mm , Repair To Plaster Thickness 12Mm To 20 Mm In Patches Of Area 2.5 Sqm Incl. Cutting Patches In Proper Shape And Plastering Wall Surface With White Cement Polymer Self Curing Incl. Disposal Of Rubbish. All Complete , Loading Unloading Of Material By Way Of Engaging Labour , Barricading By Way Of Fitting Of G.I. Pipes (15Mm) , Barricading By Way Of Fitting Of G.I. Pipes (20Mm) , Barricading By Way Of Fitting Of G.I. Pipes (25Mm) , Barricading By Way Of Fitting Of G.I. Pipes (32Mm) , Barricading By Way Of Fitting Of G.I. Pipes (40Mm) , Repair Of Gate By Way Of Weldiing And Other Material Required , Engagement Of Sweeper , Opening Of Old Wire Crates And Rebinding After Filling , Hand Packing Stone In Wire Crate Excluding Cost Of Crates And Stones , Providing And Fixing Of Check Valve: A)100 Mm Dia , B) 80 Mm Dia , C) 65 Mm Dia , Providing And Fixing Of Sluice Valve: A)100 Mm Dia , B) 80 Mm Dia , C) 65 Mm Dia , D) 50 Mm Dia , Providing And Fixing Of Gun Metal Gate Valve: A) 80 Mm Dia , 65 Mm Dia , B) 50 Mm Dia , C) 40 Mm Dia , D) 32 Mm Dia , E) 25 Mm Dia , F) 20 Mm Dia , Note :- (1) If Any Item/ Items Not Advertised In The Above Rate List But Found Necessary To Be Executed At Site. The Same Shall Be Paid As Per Ssr 2022 On Contractors Appreciation / Depreciation. , Note :- (2) Any Item Either Not Advertised Or Not Provided In Ssr 2022 Shall Be Paid As Per Actual Lowest Market Rates. , Note :- (3) Any Other Dia Of Pipes/ Pipe Specials If Required Shall Be Issued By The Department As Per Prevailing Stock Rates Of The Division. , Note :- (4) The Material Which Is Issued By The Department, The Cost Of Material Shall Be Deducted As Per Prevailing Stock Rates Of This Division
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 8
Jammu And Kashmir View Result →
41.
Defence #11191788 Price Bid
Tender for Taking Down Chowkats Or Frames N.Exc 1.50 Sqm Each, Without Taking Off Shutters From The Frames Including Iron Mongry. , Taking Down Of Shutters Of Any Description Of Area Exc 1.00 Sqm But N. Exc 2.00 Sqm Each , S&F 35 Mm Thick Glazed And Skeleton Shutters 2Nd Class Hard Wood, Open Rebated And Prepared To Receive Glass, Gauze, Etc. (Without Sash Bars), Edges Of Framing Plain, Chamfered Or Rounded. Fitted With Cut And Mitred Beads For Securing Glass, Etc.; Sizes Of Me-Mbers Of Shutters As Specified In Ssr Part I, Section 8, Clause 8.24 (A); Supplied And Fitted To Chowkats , S & F Plain, Framed, Panelled Shutters 35 Mm Thick In 2Nd Class Hard Wood (Any Number Of Panels), With Panels Of Timber Flat On Both Sides (Feather Edged), Or Of Veneered Particle Board Medium Density, Wood Particle Board With Commercial Face Veneers: Supplied And Fitted To Chowkats , S&F Factory Made Single Extruded Wpc (Wood Polymer Composite) Solid Door/ Window/ Ceosetory Window & Other Frames/ Chowkhat Of Size 45 X 70 Mm Comprising Of Pvc Polymer Of K Value 58-60 (Suspension Grade), Calcium Carbonate And Natural Fibers (Wwod Powder/ Rick Husk/ Wheat Husk) And Non Toxic Additives (Maximum Toxicity Index Of 12 For 100 Gms ) Fabricated With Miter Joints After Applying Pvc Solvent Cement And Screwed With Full Body Threaded Stat Headed Ss Screws Having Minimum Frame Density Of 750 Kg/ Cum, Screw Withdrawal Strength Of 2200 N (Face) & 1100 N (Edge), Minimum Compressive Strength Of 58 N/Mm2, Modules Of Elasticity 900 N / Mm 2 And Resistance To Spread Of Flame Of Class A Catogory With Property Of Being Termite/ Borer Proof, Water / Moisture Proof And Fire Retardant And Fixed In Position With Ms Hold Fast/Lugs / Ss Dash Fasteners Of Required Dia And Length Complete As Per Direction Of Engineer-In-Charge (M.S. Hold Fast/ Lugs Or Ss Dash Fasteners Shall Be Paid For Separately). Note:- For Wpc Solid Door/Window Frames, Minus 5Mm Tolerance In Dimension I.E. Depth And Width Of Profile Shall Be Acceptable. Variation In Profile Dimensions On Plus Side Shall Be Acceptable But No Extra Payment On This Account Shall Be Made. , S&F Factory Made Single Extruded Wpc (Wood Polymer Composite) Solid Plain Flush Door Shutter Of 30 Mm Thick 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 Withdrwal 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 Catogary With Property Of Being Termite/ Borer Proof, Water/ Moisture Proof And Fire Retardanat And Fixing With Stainless Steel Butt Hinges Of Required Size With Necessary Full Body Threaded Star Headed Counter Sunk Ss Screws, All As Per Direction Of Engineer-In-Charge , S & F Butt Hinges, Medium Weight Cold Rolled 100Mm Size, Complete. , S&F 150Mm Long Aluminium Anodized, Barrel Tower Bolt Of Extruded Section Complete. , S&F 200Mm Long Aluminium Alloy, Anodised, Sliding Door Bolt With Hasp, Staple (Bolt Type) And Fixing Clips Of Sheet, Cast Or Extruded Sections And Fixing Bolts And Sliding Bolts Of Extruded Sections Or Cast Aluminium Alloy All As Specified. , S&F Anodised Aluminium Alloy Handles Cast Type, Each 150Mm Long , Dismantling Of Wall And Ceiling Boards (Fiber, Pulp, Insulation Etc,) Or Insulation Boards/Slabs/Blankets, Any Thickness Including Cover Fillet Complete All As Specified And Directed. , S&F Powder Coated Aluminium Anodised Snap Grid System Of Grid Size 600 X 600 Mm Fixed To Walls With Rawl Plugs And Screws And Hang To Roof Members With 2 Mm Dia Gi Wire Comprising Of The Main Tee 28X24x3mm Thick, Cross Tee 28X24x3mm Thick And Wall Angle 24X24x3mm Thick Sections Complete All As Specified And Directed. , S&F 4 Mm Thick Everest Designer Ceiling (E-Board Classic) Board / Tiles For Insulation And Accoustic Purpose, 595 X 595 Mm Size Fixed With Staples On Gi/Aluminium Snap Grid As In Ceiling With And Including Dusting Of Surface And Applying Two Coats Of Oil Bond Distemper Over A Coat Of Primer Complete All As Specified And Directed , S&F 6Mm Thick Decorative Pvc Sheet Hollow (Design Approved By Ge) For Insulation And Acoustic Purpose On Wall/Ceiling Surface, Screw To Timber Frame Work For Levelling Of Wall As Reqd, Including With Panelling To Vertical Surfaces, Fixed With Rawl Plug And Screws Complete All As Specified And Directed , Dismantling Laid Dry Or Laid Dry And Pointed Stone Slabs And Tiles Of Any Description Or Thickness In Floors, Aprons Etc. , M & L Machine Cut Kota Stone Slab Flooring 20-25Mm Thick Over And Including Cement Screed Base 20Mm Thick In Cement Mortar 1:6, Laid And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab Including Rubbing And Polishing Complete All As Specified And Directed. , Kota Stone Slab 20-25Mm Thick In Riser Of Steps, Skirting, Dado And Pillar Laid Over Cement Screed And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab Including 15Mm Thick Rendering In Cm 1:3 Including Rubbing And Polishing. , S&F In Repairs 600 Mm X 450 Mm Beveled Edge Mirror Of Selected Quality Glass 5.5Mm Thick Mounted On 6Mm Thick Ac Building Board Or Commercial Plywood & Fixed With Wooden Plugs With Chromium Plated Brass Screws And Washer And Aluminum Beading Complete All As Directed. , S & F In Repairs, Aluminum Die Cast Body Door Closer Hydrau Lically Regulated, Designation No. 3, Universal Type, Suitable For Door Shutters Of 851 To 1000 Mm In Width And Of Weight Between 61 To 80 Kg And Fixed Complete. , M&L For Preparation Of Old Painted Wooden Surfaces Of Any Description Over 10Cm Width Or Girth And Applying One Coat Of Synthetic Enamel Paint ,Complete All As Spd And Directed. , S & F 5.50Mm Thick Sheet Glass, Ordinary Quality And Glazing With Oil Putty In Square N Exc 0.50 Sqm In Each Pane With Hacking Out Old Broken Glass (Any Thickness, Size, Quality Or Description) From Wooden Frames Or Stone, Concrete Or Brick Surrounds, Glazed With Putty Or Fixed With Beadsall As Specified And As Directed. , S&F In Repair, Stainless Steel Wire Cloth 0.36Mm Nominal Dia Of Wire And Average Width Of Aperture 1.40Mm And Fixed With Stainless Steel Wire Staples, All As Specified And Directed. , S&F In Repairs Of 20Mm Dia Harrison Rails, Mild Steel, Chromium Plated With Fixing Brackets, Stops, Rollers Etc. , S&F In Repairs Tubular Towel Rail Brass Chromium Plated 20Mm Dia D Type 60Cm Long Complete All As Directed. , S&F In Repair, 1000 Ltrs Capacity White Colour Three Layer Rotational Moulded Polythene Water Storage Tank (Cylinderical Vertical With Closed Top) Hoisted And Fixed In Position With 20Mm Bore Dia Ball Vallves High Pressure Of Ptmt With Epoxy Coated Aluminium Rod & High Density Plastic Ball Screwed For Iron Pipe And Fixed, (Minimum Weight 20 Mm- 210 Gms/ 25Mm-455Gms/ 40Mm - 690 Gms) , All As Specified In Ssr Part-I, Complete Including Dismantling Of Existing Tank. , S&F In Repair 10 Ltr Capacity Pvc Valveless,Syphonic Action Type, Flushing Cistern, Low Level, White, With Inlet Ball Valve , Float And Handle Including Brackets, Complete All As Specified And Directed. , M&L For Sunken Floor Treatment As Under:- (I) The Sunken Portion Shall Be Tested For Leakage / Seepage / Dampness By Ponding With Water For 72 Hours. In Case Any Defect Is Noticed, The Defective Portion Shall Be Grouted With Cement Slurry Mixed With Suitable Chemical & Tested Again. The Process Of Grouting And Testing Shall Be Repeated Till Leakage/ Seepage/ Dampness Is Eliminated. (Ii) Demolition Of Cement Concrete Of Any Description And In Any Position Not Otherwise Specifically Provided For In Any Type Of Filling In Sunken Portion & Cleaned The Sunken Potion Including Vertical Wall Surface Complete All As Directed. (Iii)Laying Of 40Mm Thick (Min) Plain Cement Concrete (1:2:4) Type B-0 Using 12.5 Mm Graded Stone Aggregate With Integral Water Proofing Compound As Per Manufacturer Instructions On Bottom Of Sunken Portion With Proper Slope Towards Spout. Vertical Sides Shall Be Plastered In Cm (1:3), 15 Mm Thick Mixed With Water Proofing Compound As Per Manufacturer Instructions. Plaster Shall Be Extended Over Plain Cement Concrete Coving When The Same Is Green I.E. Plain Cement Concrete & Plaster Be Carried Out At The Same Time Complete All As Specified And Directed. (Iv) After Laying Sewage/ Plumbing Pipes With Fixtures In Position, 2 Coats Of Omiplas Ep-101 Epoxy Compound Shall Be Applied Complete All As Specified And Directed. (V) Testing Again Of Water Tightness By Ponding For 72 Hours & Rectifying Defects If Any Till Total Elimination Of Defects Complete All As Specified And Directed. (Vi) M&L To Fill The Sunken Floor With Plain Cement Concrete ( 1:5:10) Type E-2 Using 40Mm Graded Brick Aggregate Over The Treated Surface Complete All As Specified And Directed. (Vii) Provinding Spouts Of 25Mm Dia Gi Pipe Light Grade Projecting 450Mm From Clear Outer Suraface Of Wall With Mosquito Proof Cap On Inner Face Of Pipe Shall Be Provided To Drain Out Seepage Water, Including Cutting Holes And Making Good If Needed Complete All As Specified And Directed. , Dismantling Floor, Hearth Or Wall Tiling Including Cement Mortar Bedding (But Not Backing), Removing Serviceable Tiles To Store And Rubbish Off The Premises Complete All As Directed. , M & L 15Mm Thick Screed Bed In Cement Mortar 1:6 Under Floor Tiles, All As Specified And Directed , M&L For Heavy Duty Tiles Exterior Grade 300 X 300 X 10Mm In Cm 1:6, Set And Jointed In Neat Cement Slurry And Pointed In Coloured Cement To Match , M & L Anti Skid Ceramic Coloured Tiles Of Size 600X600x7-8Mm , In Floors Etc. Set And Jointed In Neat Cement Slurry And Pointed In White Or Coloured Cement To Match With The Colour Of Tiles Laid On, As Specified. , M & L Anti Skid Ceramic Coloured Tiles Of Size 400X400x7-8Mm , In Floors Etc. Set And Jointed In Neat Cement Slurry And Pointed In White Or Coloured Cement To Match With The Colour Of Tiles Laid On, As Specified. , M & L Glazed Ceramic Coloured Tiles In Vertical Surface 450X300x7-8Mm Thick Set And Jointed In Neat Cement Slurry And Pointed In White Or Colour Cement To Match Over And Including 10Mm Thick Rendering In Cm 1:4 Etc. , Demolition Brick Work Or Stone/ Boulder Masonery Built In Cement Mortar Including All Quoins , Pillars Etc Complete All As Specified And Directed. , M&L For Brick Work Using Sub Class ‘B Old Size Bricks, Straight Or Curved On Plan Exceeding 6M Mean Radius, Built In Cm (1:6) , M & L Precast Cement Concrete Block Masonry With Solid Blocks Plain Cement Concrete Type C1 (1:3:6) (Using 20Mm Graded Aggregate) Exc 10Cm In Width And Setting In Cm 1:6 , Taking Down Cement Or Cement Lime Plaster Of Any Description On Brick Or Stone Walls, Etc. Including Racking Out Joints, Hacking For Key, Scrubbing Down With Water Etc.&Removing Rubbish To A Distance Not Exc 250M , M&L For Rendering 15 Mm Thick Readymade Plaster On Inner/Outer Walls With Readiplast By Adding 17-19% Of Potable Water By Weight Of Material. For Thickness Above 15Mm, It Is Recommended To Be Applied In Multiple Layers. Ready Mix Plaster Shall Complies With Is 1661-1972, Is 2250-1965, Is 2402-1963 And Confirms The Compressive Strength @ 28 Days- 10-12 Mpa/Bulk Density-1500-1600 Kg/Cum. Note : The Rate Quoted By The Contractor Shall Include Cleaning Of Surface, Application As Per Instruction And Scaffolding Upto 10 Mtr Height, All As Specified And Directed. , S&F Stainless Steel Wire Cloth 0.36Mm Nominal Dia Of Wire And Average Width Of Aperture 1.40Mm And Fixed With Stainless Steel Wire Staples, All As Specified And Directed. , M & L For Preparation Of New Or Previously Untreated Wood Based Surfaces Of Any Description, Over 10 Cm In Width Or Girth, Not Otherwise Described With Two Coats Of Synthetic Enamel Paint Over A Coat Of Pink Primer.
Contract Date: Ref. Documents Contract Value : Ref. Document
Statutory Bodies & Commissions/Committees No of Bidders 3
Uttarakhand View Result →
42.
Defence #11191783 Price Bid
Tender for Dismantling Plain Or Corrugated Steel Sheeting Any Guage, Thickness, Including Nainital Pattern Or Similar Pattern Roof Covering Complete All As Specified And Directed. , Demolition Of Brick Work Or Stone Masonry Precast Plain Cement Concrete Block Walling Built In Cement Mortar Complete All As Specified And Directed. , Taking Down Cement Or Cement Lime Plaster Of Any Description On Brick Or Plain Cement Concrete Blocks Or Stone Wall Or Concrete Surface Etc Including Racking Out Joints, Hacking For Keys, Scrubbing Down With Water Etc All As Specified And Directed. , Dismantling Boarding, Any Description, Fixed In Any Position With Nails Complete All As Specified And Directed. , Dismantling Timber Scantlings 40 Sq. Cm And Over In Section, In Any Position Complete All As Specified , Taking Up Or Down 15Mm Dia Steel Tubing And Connections By Disconnecting Fittings/Tubing From Existing Tubing Were Required Including Cleaning For Refixing Or Removal From Site Complete All As Specified And Directed. , Taking Up Or Down 20Mm Dia Steel Tubing And Connections By Disconnecting Fittings/Tubing From Existing Tubing Were Required Including Cleaning For Refixing Or Removal From Site Complete All As Specified And Directed. , Dismantling Water Tanks 500 Ltrs Capacity Complete All As Specified And Directed. , Dismantling Water Tanks Of Any Description, Capacity Exceeding 500 Litres But Not Exceeding1000 Liters Complete. , Taking Down Chowkats Or Frames With Shutters (Without Taking Off Shutters From The Frame) Not Exc 1.5 Sqm Each.& Removing To Or From Store All As Specifed & Directed. , Taking Down Chowkats Or Frames Exc 1.5 Sqm But Not Exc 4 Sqm Each With Shutters (Without Taking Off Shutters From The Frame) Complete All As Specified And Directed. , Dismantling Floor, Hearth Or Wall Tiling Including Cement Mortar Bedding (But Not Backing) Removing Serviceable Tiles To Store And Rubbish Off The Premises Complete All As Specified And Directed. , Dismantling Of Ceiling Board (Flbre Pulp, Insulation Etc) Or Insulation Boards/Slabs/Blankets Any Thickness, Including Cover Fillets Complete All As Specified And Directed. , S&F In Repairs Of Galvanised Mild Steel Wire Cloth 0.45 Mm Nominal Dia Of Wire And Average Width Of Aperature 1.18Mm And Fixed With Tinned Tacks Or Galvanised Wire Staples Complete All As Specified And Directed. , Hacking Out Old Broken Glass (Any Thickness, Size, Quality Or Description) From Wooden/Metal Frames, Glazed With Putty Or Fixed With Beads Including Punching Or Drilling Out Old Glazing Pins/Spring Clips And Providing And Fixing New Ones All As Specified , S&F 4 Mm Thick Sheet Glass, Ordinary Quality And Glazing With Oil Putty In Square Not Exc 0.50 Sqm In Each Pane Complete All As Specified And Directed. , S&F Pre Painted Galvalume Aluminium Zinc Coating Gi Based Corrugated Steel Sheet 0.50 Mm Thick Of An Colour Having Tensile Strength Of 550 Mpa (Az 150) As In Roof Covering / Cladding To Wall , Fixed With Self Tapping Screw As Specified And Directed , S&F Pre Painted Galvalume Aluminium Zinc Coating Gi Based Plain Steel Sheet 0.50 Mm Thick Of An Colour Having Tensile Strength Of 550 Mpa As In Roof Covering / Cladding To Wall , Fixed With Self Tapping Screw As Specified And Directed , S&F 0.63Mm Thick Galvanised Corrugated Ms Sheeting (Cgi Sheet Roofing) With Two Corrugation Side Laps, With 120Gm Zinc (Spelter) Coating Per Sqm Both Sides Inclusive Fixed With Coach Screws And Washers As In Roofs Etc All As Specified , S&F 0.63Mm Thick Plain Galvanised Ms Sheeting Using Grade-O Sheets With 120Gm Zinc (Spelter) Coating Per Sqm Both Sides Inclusives, As In Roof, Ridges, Hips, Valley Gutters, Drip And Straight Flashing Complete All As Specified And Directed. , S&F Of Powder Coated Grid Frame Work For False Celling Comprising Of The Following Sections For Making Partitions Of 600X600 Mm Size Fixed To Walls With Rawl Plugs & Screws And Hanged To Roof With And Including 4Mm Dia Gi Wire Suspender Of Suitable Length And Butterfly Clips, Size Of Main Tee Shall Be 28Mmx24mmx0.3Mm Thick , Cross Tee Shall Be 28Mmx24mmx0.3Mm Thick And Wall Angle Shall Be 24Mmx24mmx0.3 Mm Thick Incl 4 Mm Thick E-Board Classic (Make-Everest) For Insulation And Accoustic Purpose, 595 X 595 Mm Size Fixed With Staples On Snap Grid As In Ceiling With And Including Dusting Of Surface Complete All As Specified And Directed.Complete All As Specified And Directed. , M&L For Brick Work With Sub Class B Bricks Using Old Size Bricks Straight Or Curved On Plan Exc 6 Mtr Mean Radius, Built In Cm 1:6 All As Specified And Directed. , M&L For Rendering 15 Mm Thick Readymade Plaster On Inner/Outer Walls By Adding 17-19% Of Potable Water By Weight Of Material For Thickness Above 15Mm It Is Recommended To Be Applied In Multiple Layers. Ready Mix Plaster Shall Complies With Is 1661-1972, Is 2250-1965, Is 2402-1963 And Confirms The Compressive Strength @ 28 Days 10-12 Mpa/Bulk Density 1500-1600 Kg/M3. (Note : The Rate Quoted By Contractor Shall Include Cleaning Of Surface, Application As Per Instruction And Scaffolding Upto 20 Mtr Ht All As Specified And Directed.Make Fosroc/ Sika/ Ultrarech/ Choksey , M&L For Preparation Of New Plastered Surfaces & Applying A Layer Of Birla Putty On Wall Surfaces Including Cornics Etc For Proper Levelling Of Plaster And Two Coat Of Oil Emulision Distemper Complete All As Specified And Directed. , M/L For Complete Removal Of Existing Treatment For Preparing Old Painted Surfacess And Applying Two Coat Of Distemper Oil Emulsion Over A Coat Of Primer Complete All As Specified And Directed. , M&L Three Coats Of White Wash On Ceiling Including All Preparation Complete All As Sopecified , Material & Labour For Applying Two Or More Coats Of 100% Remium 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 Additives@ 1.43 Litre/ 10 Sqm Over And Including Primingcoat Of Exterior Primer Applied @ 0.90 Litre/ 10Sqm Over New Surfaces Complete All As Specified And Directed. , M&L Preparation Of Old Surfaces Including Cornices Etc And One Coat Of Oil Bound Distemper Complete All As Specified And Directed. , S&F 20Mm Thick 2Nd Class Soft Wood (Chir) Boarding Planned One Side Fixed With Butt Joints With Nails In Any Situation/Position Except Flooring And Skirting Complete All As Specified And Directed. , M&L For 2Nd Class Hard Wood Clean Sawn In As In Scantling Framed And Over 40Sqcm Fixed With Screws Etc All As Specified And Directed.. , S&F In Repair 110Mm Dia Pvc (Swr) Pipes Single Socketed In Any Length With Rubber Joints Fixed To Walls Or Laid In Trenches Etc Complete. , S&F In Repair 75Mm Dia Pvc (Swr) Pipes Single Socketed In Any Length With Rubber Joints Fixed To Walls Or Laid In Trenches Etc Complete. , M&L 300X450x7mm Thick Glazed Ceramic Digital Tiles Coloured Incl , Design And Pattern As Approved Fixed As In Vertical Surface Etc, Set And Jointed In Neat Cement Slurry And Pointed With White Cement With Colour Pigment To Match Incl Rendering 10 Mm Thick On Fair Faces Of Brick Work Or Concrete Surfaces In Cement Mortar 1:4 Complete All As Specified And Directed. , M&L Colour Non Skid Ceramic Tiles 7 To 8 Mm Thick ( Square/ Rectangular) Area Of Each Tiles Exc. 0.11 Sqm But N.Exc. 0.18 Sqm In Floors Etc Set And Jointed In Neat Cement Slurry And Pointed In White Cement With Colour Pigment Incl 15Mm Thick Screed Bed In Cm 1:6 Complete All As Spd , M&L For 15Mm Bore Gi Tubing, Medium Grade, Galvanised With And Including All Gi Fittings And Fixed Complete To Walls And Ceiling Or Laid In Floors Complete All As Specified And Directed. , M&L For 20 Mm Bore Gi Tubing, Medium Grade, Galvanised With And Including All Gi Fittings And Fixed Complete To Walls And Ceiling Or Laid In Floors Complete All As Specified And Directed. , S&F In Repair 15Mm Dia Bib Tap Long Body Cp, Screwed For Iron Pipes Complete All As Specified And Directed , S&F Angle Cock 15 Mm Bore Brass Chromium Plated, Screwed Both Ends For Pipes Or For Unions Fixed In Repairs Including Making Good To Match With Existing Surface , S&F Pillar Taps 15 Mm Bore, Brass Chromium Plated , Screwed Down High Pressure With Or Without Letter Hot Or Cold With Long Screwed Shanks And Fly Nut Complete All As Specified, Fixed In Repairs. , S&F Bib Tap Standard Of Ptmt (Polytetra Methylene Terephthalate Engineering Thermoplastic Bath Fitting), Any Colour, Screwed Foriron Pipe 15 Mm Bore Pipe (Minimum Weight 90 Gm) All As Specified, Fixed In Repairs (Make : Prayag Or Equivelent As Approved) , S&F In Repair Polymer White (Polypropeylene Delrin And Abs) Low Level Flushing Cistern 10 Ltrs Capacity, Valveless, Syphonic Action Type Complete With Inlet, Ball Valve Float Valve, Bends Brackets, Rawl Plug, Brass Screws Handle Etc Complete, Complete All As Specified And Directed. , S&F In Repairs, 550X400mm Vitreous China, Wash Hand Basin , Flat Back With Pedestal Excluding Trap And Waste Chain And Plug And Porcelain Stopper Including Sutaible Size Brackets Waste Pipe And Waste Coupling Complete All As Specified And Directed. , S&F Vitreous China Squatting Pan Orrissa Pattern Size 580 X 440 Mm White With Intregal Foot Rests, With & Including P Or S Trap (Excluding Material & Labour Of Flushing Cistern And Flush Pipe) Including Conection To Trap And To Flush Pipe Etc Complete Including Making Good To Floor Complete All As Specified And Directed Fixed In Repairs. , S& F In Repair Vitreous China Premium/ 1St Quality Wash Down Water Closet Ewc White/ Ivory/Off White (Closed Pattern Incl All Necessary Accessories Like Rag Bolts/ Gel Gasket Etc. (Excluding Flushing Cistern & Flush Pipe) Complete In All Respect All As Specified. , M&L Pvc (Swr) Floor Trap 75Mm Dia Plain With Grating Including Jointing With Solvent Cement Etc Complete, Fixed In Repair. , S&F Pvc Circular Top Cover Suitable To Rotational Moulded Polyethylene Water Storage Tanks Of 300 /500 Litres Capacity Tanks Of Standard Mares, With 6 Mm Dia Nut And Bolts On Two Ends Of Cover To Act As Hinge As Will As Locking Arrangement For Side Opening , M&L For Sunken Floor Treatment As Described As Under (I) To (Vii) :- (I) Demolition Of Cement Concrete Of Any Description And In Any Position Not Otherwise Specifically Provided Or In Any Type Of Filling In Sunken Portion & Cleaned The Sunken Portion Incl Vertical Wall Surface Complete As Directed. (Ii) M&L To Fill The Sunken Floor With Plain Cement Concrete ( 1:5:10) Type E-2 Using Bk Aggregate Over The Treated Surface Complete All As Specified And Directed. (Iii) M& L 40Mm Thick (Min) Plain Cement Concrete (1:2:4) Type B-0 Using 12.5 Mm Graded Stone Aggregate With Integral Water Proofing Compound As Per Manufacturer Instructions On Bottom Of Sunken Portion With Proper Slope Towards Spout. Vertical Sides Shall Be Plastered In Cm (1:3) 15 Mm Thick Mixed With Water Proofing Compound As Per Manufacturer Instructions. Plaster Shall Be Extended Over Plain Cement Concrete Coving When The Same Is Green I.E. Plain Cement Concrete & Plaster Be Carried Out At The Same Time Complete All As Specified And Directed.(Iv) After Laying Sewage/ Plumbing Pipes With Fixtures In Position 2 Coats Of Omiplas Ep-101 Epoxy Compound Shall Be Applied Complete All As Specified And Directed.(V) Spouts Of 25Mm Dia Gi Pipe Light Grade Projecting 450Mm Clear Of Face Outer A Wall With Mosquito Proof Cap On Inner Face Of Pipe Shall Be Provided To Drain Out Seepage Water ,Including Cutting Holes And Making Good If Needed As Specified And Directed. (Vi) Test Again Of Water Tightness By Pounding For 72 Hours & Rectify Defects If Any Till Total Elimination Of Defects Complete All As Specified And Directed.The Sunken Portion Shall Be Tested For Leakage / Seepage / Dampness By Pounding With Water For 72 Hours. In Case Any Defect Is Noticed The Portion Shall Be Grouted With Cement Slurry Mixed With Suitable Chemical & Tested Again. The Process Of Grouting And Testing Shall Be Repeated Till Leakage / Seepage / Dampness Is Eliminated. , Factory Made Single Extruded Wpc (Wood Polymer Composite) Solid Door/ Window/ Ceosetory Window & Other Frames/ Chowkhat Of Size 45 X 70 Mm Comprising Of Pvc Polymer Of K Value 58-60 (Suspension Grade), Calcium Carbonate And Natural Fibers (Wwod Powder/ Rick Husk/ Wheat Husk) And Non Toxic Additives (Maximum Toxicity Index Of 12 For 100 Gms ) Fabricated With Miter Joints After Applying Pvc Solvent Cement And Screwed With Full Body Threaded Stat Headed Ss Screws Having Minimum Frame Density Of 750 Kg/ Cum, Screw Withdrawal Strength Of 2200 N (Face) & 1100 N (Edge), Minimum Compressive Strength Of 58 N/Mm2, Modules Of Elasticity 900 N / Mm 2 And Resistance To Spread Of Flame Of Class A Catogory With Property Of Being Termite/ Borer Proof, Water / Moisture Proof And Fire Retardant And Fixed In Position With Ms Hold Fast/Lugs / Ss Dash Fasteners Of Required Dia And Length Complete As Per Direction Of Engineer-In-Charge (M.S. Hold Fast/ Lugs Or Ss Dash Fasteners Shall Be Paid For Separately). , Factory Made Single Extruded Wpc (Wood Polymer Composite) Solid Plain Flush Door Shutter Of 35 Mm Thick 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 Withdrwal 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 Catogary With Property Of Being Termite/ Borer Proof, Water/ Moisture Proof And Fire Retardanat And Fixing With Stainless Steel Butt Hinges Of Required Size With Necessary Full Body Threaded Star Headed Counter Sunk Ss Screws, All As Per Direction Of Engineer-In-Charge (Note:- Stainless Steel Butt Hinges And Necessary Ss Screws Shall Be Paid Separately. , S&F Mild Steel Work As Hold Fasts, Bands, Straps, Supports Or Stays For Pipes Eaves Gutter Including Bolts If Required, Hooks (Stay), Clamps And Similar Small Articles, Conforming Tofe 310-0 Or Fe 410-0 Complete All As Specified And Directed. , S&F 100Mm Size Ms Butt Hinges, Medium Weight, Cold Rolled And Fixed Complete All As Specified And Directed. , S&F 150Mm Long Aluminium Tower Bolt And Fixed Complete All As Specified And Directed. , S&F 125 Mm Size Aluminium Handle Plate Type Anodised Complete All As Specified And Directed. , M & L For Roof Surface Must Be Pressure-Washed With Water With, Is To Be Used To And/ Or Remove All Dirt, Dust, Chalking And Waste Products. Remove Algae, Mold By Using Bleach Solution. 2 Tiles Joint Repair All Visible And Joint More Than 0.50Mm And Not Giving Hollow Sound, On The Tiles Roof Or At The Junctions Of Flat Roof & Vertical Parapet Wall, Pipe Joints, Should Be Cut And Widen V Shape With Mechanical Cutter In The Size (6Mm W X 6Mm D) And Fill With Pmm Methodology.Glass Fiber Apply Urp Or Primeseal A On The Well Prepared Groove, Allow To Cure Tack Free. Followed By Filling All The Joints Covering The Entire Area Uniformly With Suitable Chemical. Allow Chemical To Cure A Minimum 24 Hours. Apply Minimum 50Mm-100Mm Width 45 Gms Glass Fibre Mesh/ Non-Woven Geo Testile Fleece With The Coat Of Roofseal Classic Along The Length Of Crack When The 1St Coat Is Still In Wet Condition. Apply The Second Coat With An Interval If 4-6 Hours. Waterproofing: Apply A Coat Of Roofseal Classic (Diluted With Water In The Ratio 2:1) As Self Priming 14.0-18.0 Sq. Mt/Litre.Allow Coating To Dry For 3-4 Hours. Applt Two Coats Of Dr Fixit Roofseal Classic/Litre/Coat, Without, The Rate Of Application Being The Same For Both The Coats. This Would Ensure Correct Consumption Of Material That Will Deliver A Total Of Dft Of Microns. Allow The System To Air Cure For 5 Days Minimum. Check To See No Void Surface Is Left Untreated/Uncoated. The Material Having Following Technical Specification As Per Astm D 6083 M- Type Ii, Attains A Tensile Strength Of 2.5 N/Mm2 Confirming To Astm D 2370: Elongation At Break 300% Confirming Astm D 2370, Adhesion To Concrete 2.0N/Mm2 Confirming Astm D 4541 And Crack Bridging Ability Up To 2Mm, Air Cure The Coating For 7 Days Before Water Pound Test For 48 Hrs. The System Comes With 7 Year Waterproofing Warranty From Service Provider. For Vertical Surface : Apply 2 Coat Of Dr Fixit Roofseal Classic With Forced Coverage Of /Litre/Coat. Entire Terrace Should Be Coated With Roofseal Classic Alongwith Parapet Walls Needs To Be Enveloped With Roofseal Classic/Raincoat System. The Total 3 Coats Treatment Inclu Taking Down/Dismantling Of Old Tarfelt/Old Unserviceable Roof Treatment From Reinforced Cement Concrete Roof By Scrapping, Broomig And Washing With Water Etc Including 10Mm Thick Rendering In Cm 1:3 With Water Proofing Compound Complete All As . Make : Dr Fixit, Asian Or Equivalent (Note : The Treatment Should Be Carried Out Through Authorised Applicator Only) , S&F Rotational Moulded Polythene Water Storage Tanks (Cylindrical Vertical With Closed Top) Hoisted And Fixed In Postion 500 Ltrs Capacity And Including 20Mm Dia Ball Valves, High Pressure Of Ptmt With Epoxy Coated Aluminium Rod And High Density Plastic Ball Screwed For Iron Pipe Minimum Weight 210 Gram Of Complete All As Specified And Directed. , S&F Rotational Moulded Polythene Water Storage Tanks (Cylindrical Vertical With Closed Top) Hoisted And Fixed In Postion 1000 Ltrs Capacity And Including 20Mm Dia Ball Valves, High Pressure Of Ptmt With Epoxy Coated Aluminium Rod And High Density Plastic Ball Screwed For Iron Pipe Minimum Weight 210 Gram Of Complete All As Specified And Directed. , S & F 20Mm Dia Aluminium Alloy Anodised Curtain Rod Decorative Fency Type With Brackets Complete All As Specified.
Contract Date: Ref. Documents Contract Value : Ref. Document
Statutory Bodies & Commissions/Committees No of Bidders 3
Uttarakhand View Result →
43.
Defence #11150449 AOC
Tender For Provision Of Offers Mess Under Ge (N) Udhampur; 2 Construction of block of Offrs Mess complete all as shown on drawings and as specified. 3 Construction of block of Servant Quarter complete all as shown on drawings and as specified. 4 Construction of block of Car Garage (09 Cars) complete all as shown on drawings and as specified. 5 TotalAmount of Sch A Part - II (Internal Water Supply Work) 6 TotalAmount of Sch A Part - III (Internal Electric Supply Work) 7 TotalAmount of Sch A Part - IV (Plumbing Work) 8 TotalAmount of Sch A Part - V(Area Drainage Work) 9 TotalAmount of Sch A Part - VI (Sewage Disposal Work) 10 TotalAmount of Sch A Part -VII (Road, Path, Culvert and Hard Standing Work) 11 TotalAmount of Sch A Part - VIII (External Water Supply Work) 12 TotalAmount of Sch A Part - IX (External Electric Supply Work) 13 TotalAmount of Sch A Part -X (Compound Wall , Fencing and Gate Work) 14 TotalAmount of Sch A Part -XI (Hot Water Supply Work) 15 Sch A Part - XII (Misc Items of work) Note : This Schedule is not Pre-Priced by MES and the Pre-Priced rate indicated as Rs. 0.00 under col.5 signifies this fact only. 16 Construction of septic tank for 50 users (Brick construction) complete all as shown on drg No. CEUZ /TD-1585/2021 sheet 1/4 to 4/4 and as specified. 17 Construction of soakage well (Brick construction) 1.8m dia and 3.0m deep below inlet pipe level (depth from inlet pipe to ground level 45cm), complete all as specified and shown on drg No. CEUZ/TD-1585/2021 sheet 1/4 to 4/4. 18 Supply, installation and comminssioning of water cooler, fully stainless steel, electric driven single phase having storage capacity 120 litres and nominal cooling capacity of 60 Litres per hour, fitted with hermetically sealed air compressor operating on refrigerant R-134a or 410a, conforming to IS-1391 Part-II) complete all as specified and directed. 19 Supply, installation and comminssioning of refrigerator, double door BEE 5 star rated frost free, digital inverter with hermetically sealed compressor of min capacity 256 litres suitable to use on 230 volt, AC supply complete all as specified and directed. 20 Supply, installation and comminssioning of metal top deep freezer BEE 5 star rated hard top having capacity 320 litres, double door, single phase 240 V, 50Hz, complete all as specified and directed. 21 Voltage stabilizer for automatic operation, single phase naturally air cooled, indoor type, wall mounted type & designed for input variation between 170 volts to 250 volts with output stabilized voltage at 230 volts with accuracy of ± 2.5% and of capacity 2 KVA, complete all as specified and directed. 22 Supply, installation, testing and comminssioning hi wall split unitsindoor/outdoor complete with cordless remote control unit and within built air ioniser and Plasma filter for better indoor air quality with minimum 3 star rating inverter technology and EER 3.2, single phase, capacity 1.5 TR, complete all as directed. 23 Supply, installation, testing and comminssioning hi wall split unitsindoor/outdoor complete with cordless remote control unit and within built air ioniser and Plasma filter for better indoor air quality with minimum 4 star rating inverter technology and EER 3.2, single phase, capacity 2.0 TR, complete all as specified and directed. 24 Voltage stabilizer for automatic operation, single phase naturally air cooled indoor wall mounted type & designed for input variation between 170 volts to 250 volts with output stabilized voltage at 230 volts with accuracy of ± 2.5% and of capacity 4 KVA, complete all as specified and directed. 25 Voltage stabilizer for automatic operation, single phase naturally air cooled indoor wall mounted type & designed for input variation between 170 volts to 250 volts with output stabilized voltage at 230 volts with accuracy of ± 2.5% and of capacity 5 KVA, complete all as specified and directed. 26 Supply, installation, testing and commissioning of solar hot water heating system (Flat plate collector) based on indirect transfer of heat for 300 liters as per IS-12922 and IS-12978 with electrical backup of 2KW, including angle iron support (60mmx60mmx6mm) with nut, bolts, washers and painting with two coat of synthetic enamel paint over one coat of red oxide primer for mounting of hot water plant and cold storage tank, complete all as specified and as directed.Note:- Cold water storage tank shall be measured and paid separately. 27 Construction of valve pit of size (90x60x60)cm (Internal dimensions) using PCC (1:4:8) type D-2, using 40mm graded crushed stone aggregate for foundation 10cm thick and 100mm off sets on all sides, 230mm thick brick masonary walls built in cement mortar (1:6), 15mm thick rendering all around the masonry work in cement (1:6), for internal and up to 15cm below GL for external surfaces of walls, 50mm thick PCC (1:2:4) type B-1 coping with 20mm graded crushed stone aggregate including necessary form work for grouting including 3.15mm thick, MS top sheet cover double door with locking arrangement welded to MS frame made out of (50x60x6)mm angle iron frame fixed with hold fasts in coping including painting of steel surface with two coats of synthetic enamel paint over a coat of redoxide primer as finishes coat including necessary excavation in any kind of soil, returning filling in and removal of surplus soil to a distance not exceeding 50m complete all as specified and directed. 28 Supply , installation, testing & commissioning of transformer of capacity 100KVA step down outdoor type level - III, copper wounded, 11/0.433KV (at no load) AC 3 phase, vector group Dyn 11, 50HZ on secondary side double wound oil immersed naturally air cooled with external cooling tubes /radiator , delta connected as on primary and star connected with netural brought out on secondary side and having tapping at -2.5% to +7.5% in steps of 2.5% to be changed by external hand operated self position off load tap change switch. Also provision shall be made for locking the taping switch handle in position. The maximum temperature rise shoud not exceed 35 degree centigrade on top of oil when measured on thermometer and 40 degree centigrade in HV/ LV winding when measured by the resistance method after continuous full load run in ambient temperature the transformer shall confirming to IS 1180-2014 transformerlossess shall be as per latest ammendment No IV as per IS 1180 part - I 2014 and comprising of following accessories complete all as specified and as directed. (Contd.../) 29 a) 03 No porcelains HV bushing with arching horns on HV side suitable for 11 KV complete with bushing rods nuts.b) 01 No cable end box on LV secondry side consisting of 05 No porcelain bushing (One No neutral earth, One No Neutral and 3 No for phaseconnected bushing) with bushing rods and nuts washers and cable glands suitable for reception of out 3.5 core 400 Sqmm cable 3 runs, LT 1100 V grade XLPE insulated heavy duty including gland joint complete. c) Oil conservator with filter type drain valve and oil level guage.d) Dehydrating breather with first filling of dehydrating agent e) Explosive vent.f) THERMOMETER pocket including temperature gaugeg) Two earthing terminal on tank body to facilitate fixing of 32x6mm GI strips.(Contd.../) 30 h) OneNo thermometer dail type vapour pressure type having range 0-120 degree centigrade with maximum temperature indicator and re-setting device to maximum temperature including needle of temperature gauge : Max reading painted terminal.i) Rating plate with terminal plate.j) Oil level guage.k) Oil drain filter valve.l) Oil filling hole on top cover with plug.m) Air release valve/plug.n) 4 Nos plain solid cast steel detachable rollers. o) First fill of tranformer oil conforming to relevent ISI and tested upto 60 KV dielectric strength.p) Two No lifting hook at side of transformerNote : Transformer must be as per Energy efficiency Level-3 of IS: 1180:2014 with amendment No. 4. 31 Construction of PCC platform for transformer of size 3m x 3m and 1m high from ground level with brick construction in walls and steps, PCC 1:5:10 type E-2 in foundation, brick workin CM 1:4, 10mm thick rendering in CM 1:4 to walls, 50mm thick PCC 1:2:4 type B-1 (using 20mm graded crushedstone aggregate). In flooring40mm thick PCC on steps, painting to fencing with two coats of synthetic enamel paint over a coat of red oxide primer complete duly surrounded with XPM fencing of length not less than 15 meter and width not less than 10 meter complete with 40mmx5mm angle iron & 12mm dia steel bars, fixed on PCC gate pillers complete including sliding bolt, locking arrangements hinges and all accessories,shown on drawing No CE/TD/1129/96 sheet No. 1/2 & 2/2complete all as specified. 32 Earthing complete with galvanized steel earth plate electrode600mm x 600mm x 6mm buried directly in ground (earth pit not less than 2.25 m deep below ground level) with top edge of earth plate not less than 1.5m below normal ground level connected with galvanized iron earth lead wire 4mm dia by means of bolts, nuts, check nuts and washers of galvanized iron or steel complete with 15mm dia GI light grade protection pipe, 20mm dia GI medium grade watering pipe with funnel including charcoal, dust, salt, PCC M-15 type B1 in pit with angle iron (25x25x3)mm frame work with precast RCC 1:2:4 type B-1 cover reinforced with 8mm dia TMT bars @ 150mm C/C both ways and 12mm dia MS fabricated handle, test point etc. in and including light grade GI protection pipe 20mm bore up to 7.5m length for drawing in earth lead wire, all as shown in electric plate No. 3 of SSR Part-I complete with necessary earth work in any type of soil, removal of soil to a distance not exc. 50m, testing on completion complete all as specified and directed.Note:- On testing after completion of earthing, if desired earth resistance is not obtained, the earthing will be re-done by the contractor at his own risk & cost to the entire satisfaction. 33 10W decorative inverted tripod type LEDBollard with IP-65 protection, soft 360 degree light distribution body made of die cast aluminium & in triangular shape including 10 W LED with IP 65 ingress protection, 4 KV surge protection, Luminaire should have high efficiency isolated poted driver minimum height of bollard 800mm & with 180mm OEM should have inhouse NABL approved Lab & submit LM-79 report along with NABL certificate, PCC foundation with necessary nuts & bolts complete all as directed by GE. 34 Post top lantern, LED type, 40 watt including40 watt LED AC, outdoor type with decorative post top for 360 degree indirect light IP 66 protection with impact, glare free and better uniformity and corrosion resistant, LED driver shall be constant current type potted driver, luminaire shall have surge protection devices of minimum 10KV inside the driver compartment. Total harmonic distortion shall be <10% with power factor minimum 0.95.The driver shall have an effiviency>85%. It should give consistent performance in the input voltage range of 120V-270V at 50Hz, luminaire shall be embossed or screen printed with manufacturer name/logo, OEM should have in house NABL approved lab and submit LM79 report along with NABL certificate, PCC foundation with necessary nuts and bolts complete with driver and lamp complete all as specified and as directed. 35 Earthing complete with galvanized steel earth plate electrode 600mm x 600mm x 6.0mm thick buried directly in ground ( earth pit not less than 2.25 mtr below normal ground level) with top edge plate not less than 1.5 metre below normal ground level connected to galvanized earth strip of size (32x6)mmas earthing lead by means of bolts, nuts, chuck nuts and washers of galvanized iron earth lead with 15 cm thick alternate layers of charcoal dust & common slat including PCC pit in PCC 1:2:4 type B-1, RCC covermade out of cement concrete 1:2:4 type B-1 (using 20 mm graded crushed stone aggregate) reinforced with TMT steel bars 8 mm dia @150 mm c/c both ways with suitable handle andangle iron (40x40x5)mm frame, GI medium grade watering pipe 20mm bore and funnel with wire mesh, GI light grade protection pipe 40mm bore up to main board complete as shown on electrical plate No 3 of MES Sch 2009 (Part-I) and testing on completion complete all as specified and directed. Note: - On testing after completion of earthing, if desired earth resistance is not obtained, the earthing will be re-done by the contractor at his own risk & cost to the entire satisfaction. 36 Sintex box of size 155mmX210mmX92mm, hinged (L) wiith 2 way connector mounted on epoxy insulators for looping of cablefor phase and neutral fixed on polewith the help of MS nuts bolts and MS clamps; 2 No of size 40mm X 4mm thick, with one No MCB SP 6 Amp capacity mounted on din rail inside box, including making suitable hole in pole to take out connections to fitting if required at site and provisioning of conector of street light, complete all as specified.Make:- Hensel, Sintex or equivalent make approved by GE. 37 LED street light fitting 70 Watt, 230 V, AC, outdoor type with high pressure die cast aluminium housing and heat resistant complete with driver, lamp bracket with impact and corrosion resistant including thermal management in multiple optics complete with IP 66 protection, complete all as specified and directed. 38 Supply, installation, testing and commissioning offactory made outdoor type CPRI approved dust and vermin proof LT panel board front opening (double shutter) with locking arrangement of suitable size made out of 3.15 mm thick CRCA sheet with 50mm x 50mm x 6mm angle iron frame duly painted with two coats of powder coated paint over a coat of red oxide primer on outer surfaces and epoxy paint on inner surfaces, protection class IP-56, grouted on floor. The LT panel board shall be suitable for operating on AC 415 volts, 3 phase, 50Hz, 4 wire system with suitable of PVC copper conductor for internal wiring,thimbles gland, cable lugs, nuts, bolts, washers, etc. including PCC foundation (PCC 1:2:4 type B-1)of suitable size as per panel board 0.5mtr above ground level grouting and bottom portion of enclosure shall be minimum 30cm above ground level of legs of angle ironand supply & comprising of the following including internal pre-wiring complete:- 39 INCOMING(i) MCCB 4 pole 160 Amp 16 KAKA thermal magnetic adjustable type- 01 No. (Incoming) (ii) Voltmeter 0-500 V with selector switch(Digital type) - 01 set. (iii) Ammeter 0-500 Amps with 3 Nos. CT coils and selector switch (Digital type) -01 Set(iv) Indicator lamp neon/ LED type RBY -01 Set of three.v) Aluminium bus bar capacity 250 Amps for Phase-R-Y-B- N - 4 No.OUTGOING:(i) MCCB 3 pole 125 Amp 16 KA thermal magnetic adjustable type -02 No. (Outgoing)(ii) MCCB 3 pole40 Amp 16 KAKA thermal magnetic adjustable type01 No. (Outgoing)(iii) MCB SPN 32 Amps 10 KA - 01 No (Outgoing)(iv) Time switch 250 V single phase of 20 Amp rating - 01 No(v) Complete wiring of the panel board with FRLSH PVC insulated multistrand copper conductor cables of suitable current carrying capacity end terminated with lugs and bolts, nuts and washers of galvanised iron.Note: The rate quoted should include the cost ofexcavation/PCC work as per manufacturers recommendation. 40 Bracket made out of GI tubing 40mm dia, light grade 1.5mtr long including fixing withMS clamps - 2 No made out of 50mm wide, 5mm thick, flat iron with M.S nuts bolts 75 mm long 12mm dia, - 4 No with flat washer (3mm thick) - 02 No including painting with two coats of aluminium paint over one coat of red oxide to the M.S clamps & bracket etc complete, including 1.5sqmm 3.0 core, flexible Copper cable from juction box to connecter of street light fitting complete all as specified and as directed. . 41 Cable route marker with route indication at every 30m length on cast iron disc of 100mm dia and 5mm thick, marked/written for HT cable 11000 VOLTS embosed including indication direction fixed/bolted to 40mm x 40mm x 6mmthick MS angle iron support of 0.50 m long embedded upto 200mmdepth in concrete block of size 200mmx200mmx500mmcasted in PCC 1:3:6 type C-1 including painting with two coats of synthetic enamel paint over a coat of red oxide primer to exposed steel surface, complete all as specified and as directed. 42 Road crossingby adopting trenchless tunneling work through specilised pipe jacking method by errecting the equipment to true to the alignment and gradient by hydraulic pipe jacking technique complete including tunneling, excavation in any kindof soil including hard rock,inserting DWC HDPE casing pipe in any length, and necessary conveyance charges of machinery and other required materials in co-ordination with the concered authorites all as specified and as directed. Note: Quoted rate is deemed to be inclusive of all necessary tools/plant/machinery and obtaining necessary permissions to carryout the work. 43 Point wiring complete with 1.5 sqmm PVC insulated, FRLSH, conforming to IS-694/1990 unsheathed,multistranded,single core, copperconductor cable 1100 volts grade colour code cablesdrawn through and including PVCConduit 20mm dia medium grade andincluding cutting, chasing work at any height and all accessories are concealedinwalls / roofs / floors / ceiling etc; metal flush boxes suitable modules as directed with top, bottom, side/back wall knockout for conduitentry from any direction made out of 1.60mm thick, including modular top cover plate as per numbers of switch modules for fixing of modular switches,sockets,fan regulators, red colour indicator, blank plates etc. as approved coloursandincluding 1.5 Sqmm PVC insulated multistranded FRLSHunsheathed (Green colour), single core cable with copper conductor cable as earth continuity conductor andconnecting to common earth dolly and including making good the disturbed surfaces to match with existing surface and colour coat including providingputty and white cementfor smooth finishing of existing surfacecomplete all as specified and directedfor the following:- 44 One light/fan/bellpoint controlled by one switch 45 One 3/5 pin socket outlet, 5 Amp on independent board 46 One socket outlet 3 Pin, 5 Amps, on the same board 47 One two way point controlled by one 2 way switch 48 One light point controlled by 2 way switches, 49 Point wiring for power point control by one switch with 2.5 Sqmm nominal area PVC insulated single core multi standard copper conductor FRLSH insulated and undheathed heavy duty cable in colour code including earth wire with cable of size 2.5 sqmm copper conductor flexible FRLSH insulated drawn into and including concealed in PVC conduit of not less than 20mm dia and 1.5mm wall thickness (ISI marked) terminated into annealed steel terminal boxes including modular frame and cover plate for fixing of switches, sockets etc; complete all as specified and as directed. 50 Concealed sub main wiring of two run with 06 sqmm single core PVC insulated, FRLSH,flexible multi stranded copper conductor cable 1100 volts grade, drawn through and including PVC conduit 25mm dia, medium grade, ISI marked and fixed, including cutting /chasing as required and its accessories including one run of 6 Sqmm single core PVC insulated, FRLSH, multi stranded copper conductor cable as earth continuity conductor in green colour, connected to common earth dolly, complete all as specified and as directed.Note:- Two run of 6 sqmm single core copper conductor cable and one run of 6 sqmm single core copper conductor cable as earth continuity and one run of PVC conduit shall be measured as one unit only. 51 Sub main wiring with two run of single core FRLSHPVC insulated unsheathed 1100 volts grade cable with stranded copper conductor of size 4 Sqmm drawing through and includingconcealed rigid non metallic PVC conduit medium grade ISI marked 25mm dia or above required including one single core FRLSH PVC insulated unsheathed 1100 volts grade cable with stranded copper conductor of size 4 sqmmas earth continuity conductorconnected to commen earth dolly complete all as specified and directed.Note: - Two run of 4 sqmm single core copper conductor cable and one run of 4 sqmm single core copper conductor cable as earth continuity and one run of PVC conduit shall be measured as one unit only. 52 Sub main wiring with four run of single core FRLSHPVC insulated unsheathed 1100 volts grade cable with stranded copper conductor of size 6 Sqmm drawing through and includingconcealed rigid non metallic PVC conduit medium grade ISI marked 25mm dia or above required including two run ofsingle core FRLSH PVC insulated unsheathed 1100 volts grade cable with stranded copper conductor of size 6 sqmmas earth continuity conductorconnected to commen earth and earth dolly complete all as specified and directed.Note: - Four run of 6 sqmm single core copper conductor cable and two run of 6 sqmm single core copper conductor cable as earth continuity and one run of PVC conduit shall be measured as one unit only. 53 Sheet metal, VTPN distribution board (DB) fitted with DPX3, 160 MCCB, 04 way, (DPX3 -160 +12), complete with metal door, 415 volts rating and IP 56 protection the DB shall be fixed flush to wall and including all internal connection, necessary reducer lugs all as directed by Engr-in-Charge. 54 MCB, Single pole, 240 volt, 40 Amp, 10KA rating,C curve, complete with connection testing and commissioning, complete all specified and directed. 55 Deduction to be made from BOQfor Sch A Part -XIII (Schedule of credit) during AOC.Note: Tenderers shall not quote for this schedule.
Contract Date: May 23, 2026 Contract Value : 4.61 Crore
Statutory Bodies & Commissions/Committees No of Bidders 7
Jammu And Kashmir View Result →
44.
Housing Urban and Rular Development #11144599 Technical Bid
Tender For Tourism Development And Beautification Of Paataleshwar Mandir At Gram Sabha Kalpi Dist- Jalaun- 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. Dsr 2.6.1 Dsr 2.6.1 2 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level : 1:4:8 (1 Cement : 4 Coarse Sand (Zone-Iii) : 8 Graded Stone Aggregate 40 Mm Nominal Size) Dsr 4.1.8 3 Treatment Of Soil Under Existing Floors Using Chemical Emulsion @ One Litre Per Hole, 300 Mm Apart Including Drilling 12 Mm Diameter Holes And Plugging With Cement Mortar 1 :2 (1 Cement : 2 Coarse Sand) To Match The Existing Floor: Dsr 2.35.3.1 4 Excavating, Supplying And Filling Of Local Earth (Including Royalty) By Mechanical Transport Upto A Lead Of 5Km Also Including Ramming And Watering Of The Earth In Layers Not Exceeding 20 Cm In Trenches, Plinth, Sides Of Foundation Etc. Complete. Dsr 2.25(A) 5 Supplying And Filling In Plinth With Sand Under Floors, Including Watering, Ramming, Consolidating And Dressing Complete. Dsr 2.27 6 Boring With Hydraulic Piling Rigs With Power Units, Providing And Installing Cast In Situ Single Under Reamed Piles Of Specified Diameter And Length Below Pile Cap In M-25 Cement Concrete, To Carry A Safe Working Load Not Less Than Specified, Excluding The Cost Of Steel Reinforcement But Including The Cost Of Boring With Bentonite Solution And The Length Of The Pile To Be Embedded In Pile Cap Etc. All Complete. (Length Of Pile For Payment Shall Be Measured Upto To The Bottom Of Pile Cap) : 300 Mm Dia Piles Dsr 20.3.1 7 Vertical Load Testing Of Piles In Accordance With Is 2911 (Part Iv) Including Installation Of Loading Platform By Kentledge Method And Preparation Of Pile Head Or Construction Of Test Cap And Dismantling Of Test Cap After Test Etc. Complete As Per Specification & The Direction Of Engineer In-Charge. 1.Initial Test Dsr 20.6.1 8 Vertical Load Testing Of Piles In Accordance With Is 2911 (Part Iv) Including Installation Of Loading Platform By Kentledge Method And Preparation Of Pile Head Or Construction Of Test Cap And Dismantling Of Test Cap After Test Etc. Complete As Per Specification & The Direction Of Engineer In-Charge. 2.Routine Test Dsr 20.6.1.2 9 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 : 5.1.2 1:1.5:3 (1 Cement : 1.5 Coarse Sand (Zone-Iii): 3 Graded Stone Aggregate 20 Mm Nominal Size) Dsr 5.1.2 10 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete. Dsr 5.9.1 11 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 Up To Floor Five Level, Excluding Cost Of Centering, Shuttering, Finishing And Reinforcement : 5.2.2 1:1.5:3 (1 Cement : 1.5 Coarse Sand(Zone-Iii) : 3 Graded Stone Aggregate 20 Mm Nominal Size) Dsr 5.2.2 12 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete. Dsr 5.9.6 13 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) : 3 Graded Stone Aggregate 20 Mm Nominal Size). Dsr 5.3 14 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For All Heights Lintels, Beams, Plinth Beams, Girders, Bressumers And Cantilevers Dsr 5.9.5 15 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Suspended Floors, Roofs, Landings, Balconies And Access Platform Dsr 5.9.3 16 Steel Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level. Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More. Dsr 5.22.6 17 Brick Work With Bricks Of Class Designation 15 (Class-150) In Foundation And Plinth In: Cement Mortar 1:6 (1 Cement : 6 Coarse Sand (Fm 1.50 To 2.00)) Dsr Ar 18 Brick Work With Bricks Of Class Designation 15 (Class-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 (Fm 1.50 To 2.00)) Dsr Ar 19 Half Brick Masonry With Bricks Of Class Designation 15 (Class-150) In Superstructure Above Plinth Level Up To Floor V Level. Cement Mortar 1:4 (1 Cement : 4 Coarse Sand (Fm 1.50 To 2.00)) Dsr Ar 20 12 Mm Cement Plaster On Rough Side Of Single Or Half Brick Wall Of Mix: 1:6(1 Cement: 6 Coarse Sand) Dsr 13.4.2 21 15 Mm Cement Plaster On Rough Side Of Single Or Half Brick Wall Of Mix: 1:6(1 Cement: 6 Coarse Sand) Dsr 13.5.2 22 Add For Plaster Drip Course/ Groove In Plastered Surface Or Moulding Tor.C.C. Projections. Dsr 5.30 23 Providing And Fixing 1St Quality Ceramic Glazed Floor Tiles Conforming To Is : 15622 (Thickness To Be Specified By The Manufacturer ) Of Approved Make In All Colors, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineer-In-Charge In Skirting, Risers Of Steps And Dados Over 12 Mm Thick Bed Of Cement Mortar 1:3 (1 Cement: 3 Coarse Sand) And Jointing With Grey Cement Slurry @ 3.3Kg Per Sqm Including Pointing In White Cement Mixed With Pigment Of Matching Shade Complete. Dsr 11.37A 24 Providing And Fixing Ist Quality Ceramic Glazed Wall Tiles Conforming Tois: 15622 (Thickness To Be Specified By The Manufacturer), Of Approvedmake, In All Colours, Shades Except Burgundy, Bottle Green, Black Ofany Size As Approved By Engineer-In-Charge, In Skirting, Risers Of Stepsand Dados, Over 12 Mm Thick Bed Of Cement Mortar 1:3 (1 Cement : 3Coarse Sand) And Jointing With Grey Cement Slurry @ 3.3Kg Per Sqm,Including Pointing In White Cement Mixed With Pigment Of Matching Shadecomplete. Dsr 8.31 25 Providing And Laying Vitrified Floor Tiles In Different Sizes (Thickness To Bespecified By The Manufacturer) With Water Absorption Less Than 0.08%And Conforming To Is: 15622, Of Approved Make, In All Colours And Shades,Laid On 20Mm Thick Cement Mortar 1:4 (1 Cement : 4 Coarse Sand),Jointing With Grey Cement Slurry @ 3.3 Kg/ Sqm Including Grouting Thejoints With White Cement And Matching Pigments Etc., Complete. Size Of Tile 600X600 Mm Dsr 11.41A.3.1 26 Providing And Laying Polished Granite Stone Flooring In Required Designand Patterns, In Linear As Well As Curvilinear Portions Of The Building Allcomplete As Per The Architectural Drawings With 18 Mm Thick Stone Slabover 20 Mm (Average) Thick Base Of Cement Mortar 1:4 (1 Cement : 4Coarse Sand) Laid And Jointed With Cement Slurry And Pointing With Whitecement Slurry Admixed With Pigment Of Matching Shade Includingrubbing, Curing And Polishing Etc. All Complete As Specified And Asdirected By The Engineer-In-Charge. Polished Granite Stone Slab Of Colour Black, Cherry/Rubyred Or Equivalent Dsr 11.56.1 27 Providing And Fixing Factory Made Upvc Glazed/Wire Mesh Windows/Doors Comprising Of Lead Free Upvc Multi-Chambered Frame, Sash And Mullion/Coupler (Where Ever Required) Extruded Profiles Having Minimum Wall Thickness Of 1.70 Mm For Series R1 And R2 Profiles And 2.10 Mm For Series R3 And R4 Profiles Conforming To En: 12608 In Any Shape, Colour And Design Duly Reinforced With Galvanized Mild Steel Section Made Of Required Shape & Size As Per Cpwd Specification, Upvc Extruded Glazing Beads, Interlocks And Inline Sash Adaptor (Where Ever Required) Of Appropriate Dimension, Epdm Gasket, Hardware, Ss 304 Grade Fasteners Of Minimum 8 Mm Dia With Countersunk Head, Comprising Of Matching Polyamide Pa6 Grade Sleeve For Fixing Frame To Finished Wall As Per Is 1367 : Part 1 To 14, Plastic Packers, Plastic Caps And Necessary Stainless Steel Screws Etc. Profile Of Frame, Sash & Mullion (If Required) Shall Be Mitred Cut And Fusion Welded/Mechanically Jointed Duly Sealed At All Corners, Including Drilling Of Holes For Fixing Hardware And Drainage Of Water Etc. After Fixing Frame The Gap Between Frame And Adjacent Finished Wall Shall Be Filled With Weather Proof Silicon Sealant Over Backer Rod Of Approved Size And Quality, All Complete As Per Approved Drawing Conforming To Cpwd Specification & Direction Of Engineer-In-Charge. Section Of Steel Reinforcement And Cross Sections Of Upvc Profiles To Be As Per Design Approved By Engineer-In-Charge. Wire Mesh / Glazing Of Plain/ Toughened/ Laminated/ Double Glass Unit With / Without High Performance Coatings As Per Design Requirements And Conforming To Is: 3548 & Is: 16231 Shall Be Paid Separately. Note:- Structural Design Proof Checked From A Government Engineering Institute, To Be Provided By The Manufacturer For : (I) Sites With Basic Wind Speed > 45 M/Sec As Per Is 875 – Part 3 (Ii) Sites With Structure Height More Than 20M For All Wind Speeds. Three Track Three Panels Sliding Window With Two Glazed & One Wire Mesh Panels With Aluminium Channel For Roller Track, Wool Pile, Nylon Rollers With Ss 304 Body. Using R3 Series With Frame (98Mm & Above) X (40Mm & Above) & Both Glazed And Fly Screen Sash (30Mm & Above) X (55Mm & Above) With Zinc Alloy (Zamak) Powder Coated Handle On Every Glazed Panel Along With Multi-Point Locking System. (Height Upto 1.2M). Dsr 9.147.A4.1 28 Three Track Three Panels Sliding Door With Two Glazed & One Wire Mesh Panels With Aluminium Channel For Roller Track, Wool Pile, Zinc Alloy (Zamak) Powder Coated Handle On Two Panels Along With Multi-Point Locking System, Adjustable Nylon Rollers With Ss 304 Body. Using R3 Series With Frame (98 Mm & Above) X (40 Mm & Above) & Both Glazed And Fly Screen Sash (30 Mm & Above) X (74 Mm & Above). (Height Upto 2.5 Metre). Dsr 9.147.B3.1 29 Providing And Fixing Glazing In Aluminium Door, Window, Ventilator Shutters And Partitions Etc. With Epdm Rubber / Neoprene Gasket Etc. Complete As Per The Architectural Drawings And The Directions Of Engineer-In-Charge . (Cost Of Aluminium Snap Beading Shall Be Paid In Basic Item): With Float Glass Panes Of 5 Mm Thickness (Weight Not Less Than 12.50 Kg/Sqm) Dsr 21.3.2 30 Filling The Gap In Between Aluminium/ Stone/ Wood Frame And Adjacent Rcc/Brick/ Stone/ Wood/ Ceramic/ Gypsum Work By Providing Weather/Structural Non Sag Elastomeric Pu Sealant Over Backer Rod Of Approved Quality As Per Architectural Drawings And Direction Of Engineer-In-Charge Complete, Complying To Astm C920, Din 18540- F & Iso 11600. Upto 5Mm Depth And 5 Mm Width Dsr 21.19.1 31 Providing And Fixing Fly Proof Galvanized M.S. Wire Gauge To Windows And Clerestory Windows Using Wire Gauge With Average Width Of Aperture 1.4 Mm In Both Directions With Wire Of Dia 0.63 Mm All Complete. With 12 Mm Mild Steel U Beading Dsr 9.51.2 32 Distempering With Oil Bound Washable Distemper Of Approved Brandand Manufacture To Give An Even Shade : New Work (Two Or More Coats) Over And Including Water Thinnable Priming Coat With Cement Primer Dsr 13.41.1 33 Finishing Walls With Acrylic Smooth Exterior Paint Of Required Shade : New Work (Two Or More Coat Applied @ 1.67 Ltr/10 Sqmover And Including Priming Coat Of Exterior Primer Applied@ 2.20 Kg/10 Sqm) Dsr 13.46.1 34 Providing And Applying White Cement Based Putty Of Average Thickness1 Mm, Of Approved Brand And Manufacturer, Over The Plastered Wallsurface To Prepare The Surface Even And Smooth Complete. Dsr 13.80 35 Providing And Laying Integral Cement Based Water Proofing Treatmentincluding Preparation Of Surface As Required For Treatment Of Roofs,Balconies, Terraces Etc Consisting Of Following Operations: Applying A Slurry Coat Of Neat Cement Using 2.75 Kg/Sqm Ofcement Admixed With Water Proofing Compound Conformingto Is. 2645 And Approved By Engineer-In-Charge Over The Rccslab Including Adjoining Walls Upto 300 Mm Height Includingcleaning The Surface Before Treatment.(B) Laying Brick Bats With Mortar Using Broken Bricks/Brick Bats 25 Mm To 115 Mm. With Average Thickness Of 120Mm & Minium Thickness At Khurra As 65 Mm Dsr 22.7.1 36 Making Khurras 45X45 Cm With Average Minimum Thickness Of 5 Cm Cement Concrete 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stoneaggregate Of 20 Mm Nominal Size) Over P.V.C. Sheet 1 M X1 M X 400Micron, Finished With 12 Mm Cement Plaster 1:3 (1 Cement : 3 Coarsesand) And A Coat Of Neat Cement, Rounding The Edges And Makingand Finishing The Outlet Complete.M Dsr 12.22 37 Providing Gola 75X75 Mm In Cement Concrete 1:2:4 (1 Cement : 2 Coarse Sand : 4 Stone Aggregate 10 Mm And Down Gauge), Including Finishing With Cement Mortar 1:3 (1 Cement : 3 Fine Sand) As Per Standard Design : In 75X75 Mm Deep Chase. Dar 12.21.1 38 Supplying, Fabricating, Transporting, Hoistingand Fixing In Position Good Quality Of 70 Mm Redsandstone In Various Elements For All Levels.Stone Shall Be Free From Cracks, Lines Stains Andeven In Shade For Each Element. The Stone Shall|Be Fine Grained And Reddish Or Buff-Colored(Locally Available). The Work Shall Be Carried Outas Per Attached Drawings With Different Process|Of I.E Carving (Manual/ By Machine), Ornamentalwork, Traditional Work, Figure Work (Any Type,Any Size), Cnc Cutting, Moulding. The Carvingand Molding Work Shall Be Of Very Good Quality.|The Stones To Be Fixed In Line, Level And Plumb Inall Respect With The Use Of Brass Clamps, Pins, (To|Be Paid Separetely) Dowels, Cement Slurry With|Matching Pigment And Epoxy Of Akemigermany, Ardex Endura, Myk Laticrete Orjapproved Make As Required And As Approved Bythe Architects. Dsr Ar 39 Providing And Fixing Water Closet Squatting Pan (Indian Type W.C. Pan) With 100 Mm Sand Cast Iron P Or S Trap, 10 Litre Low Level White P.V.C. Flushing Cistern, Including Flush Pipe, With Manually Controlled Device (Handle Lever) Conforming To Is : 7231, With All Fittings And Fixtures Complete, Including Cutting And Making Good The Walls And Floors Wherever Required. White Vitreous China Orissa Pattern W.C. Pan Of Size 580X440 Mm With Integral Type Foot Rests Dsr 17.1.1 40 Providing And Fixing White Vitreous China Pedestal Type Water Closet (European Type W.C. Pan) With Seat And Lid, 10 Litre Low Level White P.V.C. Flushing Cistern, Including Flush Pipe, With Manually Controlled Device (Handle Lever), Conforming To Is : 7231, With All Fittings And Fixtures Complete, Including Cutting And Making Good The Walls And Floors Wherever Required : 17.2.1 W.C. Pan With Isi Marked White Solid Plastic Seat And Lid Dsr 17.2.1 41 Providing And Fixing Wash Basin With C.I. Brackets, 15 Mm C.P. Brass Pillar Taps, 32 Mm C.P. Brass Waste Of Standard Pattern, Including Painting Of Fittings And Brackets, Cutting And Making Good The Walls Wherever Require White Vitreous China Flat Back Wash Basin Size 550X 400 Mm With Single 15 Mm C.P. Brass Pillar Tap Dsr 17.7.4 42 Providing And Fixing P.V.C. Waste Pipe For Sink Or Wash Basin Including P.V.C. Waste Fittings Complete 32 Mm Dia C Dsr-17.28.1.1 43 Providing And Fixing Ptmt Soap Dish Holder Having Length Of 138 Mm, Breadth 102 Mm, Height Of 75 Mm With Concealed Fitting Arrangements. Weighing Not Less Than 106 Gms. Dsr 18.65 44 Providing And Fixing 600X450 Mm Beveled Edge Mirror Of Superior Glass (Of Approved Quality) Complete With 6 Mm Thick Hard Board Ground Fixed To Wooden Cleats With C.P. Brass Screws And Washers Complete. Dsr 17.31 45 Providing And Fixing 8 Mm Dia C.P. / S.S. Jet With Flexible Tube Upto 1 Metre Long With S.S. Triangular Plate To Eureopean Type W.C. Of Quality And Make As Approved By Engineer - In -Charge. Dsr 17.16A 46 Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineer In Charge. External Work. 100 Mm Nominal Inner Dia Pipes Dsr 18.9.9 47 Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineer In Charge. External Work. 80 Mm Nominal Inner Dia Pipes Dsr 18.9.8 48 Providing And Fixing M.S. Holder-Bat Clamps Of Approved Design To Sand Cast Iron/Cast Iron (Spun) Pipe Embedded In And Including Cement Concrete Blocks 10X10X10 Cm Of 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size), Including Cost Of Cutting Holes And Making Good The Walls Etc. For . 100 Mm Dia Pipes Dsr 17.37.1 49 Providing And Fixing M.S. Holder-Bat Clamps Of Approved Design To Sand Cast Iron/Cast Iron (Spun) Pipe Embedded In And Including Cement Concrete Blocks 10X10X10 Cm Of 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size), Including Cost Of Cutting Holes And Making Good The Walls Etc. For . 75 Mm Dia Pipes Dsr 17.37.2 50 Providing And Fixing On Wall Face Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is : 5382, Leaving 10 Mm Gap For Thermal Expansion, (I) Single Socketed Pipes. 110 Mm Dia Pipes Dsr 12.41.2 51 Making Khurras 45X45 Cm With Average Minimum Thickness Of 5 Cm Cement Concrete 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate Of 20 Mm Nominal Size) Over P.V.C. Sheet 1 M X1 M X 400 Micron, Finished With 12 Mm Cement Plaster 1:3 (1 Cement : 3 Coarse Sand) And A Coat Of Neat Cement, Rounding The Edges And Making And Finishing The Outlet Complete. Dsr 12.22 52 Providing And Fixing Unplasticised -Pvc Pipe Clips Of Approved Design To Unplasticised Pvc Rain Water Pipes By Means Of 50X50X50 Mm Hard Wood Plugs, Screwed With M.S. Screws Of Required Length, Including Cutting Brick Work And Fixing In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) And Making Good The Wall Etc. Complete. 110 Mm Dsr 12.43.2 53 Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fittings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Engineer In Charge. Internal Work - Exposed On Wall 25 Mm Nominal Outer Dia Pipes Dsr 18.7.3 54 Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fittings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Engineer In Charge. Internal Work - Exposed On Wall 32 Mm Nominal Outer Dia Pipes Dsr 18.7.4 55 Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fittings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Engineer In Charge. Internal Work - Exposed On Wall 40 Mm Nominal Outer Dia Pipes Dsr 18.7.5 56 Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fittings, I/C Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement And The Cost Of Cutting Chases And Making Good The Same Including Testing Of Joints Complete As Per Direction Of Engineer In Charge. Concealed Work, Including Cutting Chases And Making Good The Walls Etc. 18.8.1 15 Mm Nominal Outer Dia Pipes Dsr 18.8.1 57 Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fittings, I/C Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement And The Cost Of Cutting Chases And Making Good The Same Including Testing Of Joints Complete As Per Direction Of Engineer In Charge. Concealed Work, Including Cutting Chases And Making Good The Walls Etc. 20 Mm Nominal Outer Dia Pipes Dsr 18.8.2 58 Providing And Fixing Uplasticised Pvc Connection Pipe With Brass Unions 15 Mm Nominal Bore Dsr 18.21.2.1 59 Providing And Fixing C.P. Brass Bib Cock Of Approved Quality Conforming To Is:8931 : 18.49.1 15 Mm Nominal Bore Dsr 18.49.1 60 Providing And Fixing C.P. Brass Long Nose Bib Cock Of Approved Quality Conforming To Is Standards And Weighing Not Less Than 810 Gms. 15 Mm Nominal Bore Dsr 18.50.1 61 Providing And Fixing C.P. Brass Angle Valve For Basin Mixer And Geyser Points Of Approved Quality Conforming To Is:8931 18.53.1 15Mm Nominal Bore Dsr 18.53.1 62 Providing And Fixing Gun Metal Gate Valve With C.I. Wheel Of Approved Quality (Screwed End) : 25 Mm Nominal Bore Dsr 18.17.1 63 Providing And Fixing Brass Stop Cock Of Approved Quality : 15 Mm Nominal Bore Dsr 18.16.1 64 Providing And Placing On Terrace (At All Floor Levels) Polyethylene Water Storage Tank Of Approved Brand And Manufacture With Cover And Suitable Locking Arrangement And Making Necessary Holes For Inlet, Outlet And Overflow Pipes But Without Fittings And The Base Support For Tank. Dsr 18.48 65 Excavating Trenches By Mechinical / Manual Means Of Required Width For Pipes, Cables, Etc Including Excavation For Sockets, And Dressing Of Sides, Ramming Of Bottoms, For All Depth, 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 A Lead Of 50 M : All Kinds Of Soil,Pipes, Cables Etc. Exceeding 80 Mm Dia. But Not Exceeding 300 Mm Dia Dsr 2.10.1.2 66 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 : 19.1.1 100 Mm Diameter Dsr 19.1.1 67 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 Dsr 19.1.2 68 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 : 19.2.1 100 Mm Diameter S.W. Pipe Dsr 19.2.1 69 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 Dsr 19.2.2 70 Providing And Fixing Square-Mouth S.W. Gully Trap Class Sp-1 Complete With C.I. Grating Brick Masonry Chamber With Water Tight C.I. Cover With Frame Of 300 X300 Mm Size (Inside) The Weight Of Cover To Be Not Less Than 4.50 Kg And Frame To Be Not Less Than 2.70 Kg As Per Standard Design: With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 Dsr 19.4.2.1 71 Constructing Brick Masonry Manhole In Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) With R.C.C. Top Slab With 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size), Foundation Concrete 1:4:8 Mix (1 Cement : 4 Coarse Sand : 8 Graded Stone Aggregate 40 Mm Nominal Size), Inside Plastering 12 Mm Thick With Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) Finished With Floating Coat Of Neat Cement And Making Channels 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 Complete As Per Standard Design : With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 Dsr 19.7.1.1 72 Wiring For Light Point/ Fan Point/ Exhaust Fan Point/ Call Bell Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Medium Class Pvc Conduit, With Mdular Type Switch, Modular Plate, Suitable Gi Box And Earthing The Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable Etc. As Required. Group A Dsr 1.10.3 73 Wiring For Light/ Power Plug With 2X4 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface/ Recessed Medium Class Pvc Conduit Alongwith 1 No. 4 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable For Loop Earthing As Required. Dsr 1.12 74 Wiring For Circuit/ Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor, Single Core Cable In Surface/ Recessed Medium Class Pvc Conduit As Required. 2 X 1.5 Sq. Mm + 1 X 1.5 Sq. Mm Earth Wire. Dsr 1.14.1 75 Wiring For Circuit/ Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor, Single Core Cable In Surface/ Recessed Medium Class Pvc Conduit As Required. 2 X 2.5 Sq. Mm + 1X 2.5 Sq. Mm Earth Wire. Dsr 1.14.2 76 Wiring For Circuit/ Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor, Single Core Cable In Surface/ Recessed Medium Class Pvc Conduit As Required. 2 X 6 Sq. Mm + 1 X 6 Sq. Mm Earth Wire. Dsr 1.14.4 77 Supplying And Fixing Metal Box Of 150 Mm X 75 Mm X 60 Mm Deep (Nominal Size) On Surface Or In Recess With Suitable Size Of Phenolic Laminated Sheet Cover In Front Including Providing And Fixing 3 Pin 5/6 A Socket Outlet And 5/6 A Piano Type Switch, Connections, Painting Etc. As Required. Dsr 1.29 78 Supplying And Fixing 20 Amps, 240 Volts, Spn, Industrial Type Socket Outlet, With 2 Poles And Earth Metal Enclosed Plug Top Along With 20 Amps. \C\ Curve, Sp Mcb In Sheet Steel Enclosure, On Surface Or In Recess, With Chained Metal Cover For The Socket Outlet, And Complete With Connections, Testing And Commissioning Etc. As Required. Dsr 2.18 79 Supply And Fixing Two Module Stepped Type Electronic Fan Regulator On The Existing Modular Plate Switch Box Including Connections But Excluding Modular Plate Etc. As Required. Dsr 1.25 80 Supply And Fixing Modular Blanking Plate On The Existing Modular Plate & Switch Box Excluding Modular Plate As Required. Dsr 1.26 81 Supply And Fixing Of Following Sizes Of Medium Class Pvc Conduit Along With Accessories In Surface/Recess Including Cutting The Wall And Making Good The Same In Case Of Recessed Conduit As Required : 20 Mm. Dsr 1.21.1 82 Supply And Fixing Of Following Sizes Of Medium Class Pvc Conduit Along With Accessories In Surface/Recess Including Cutting The Wall And Making Good The Same In Case Of Recessed Conduit As Required : 25 Mm. Dsr 1.21.2 83 Supply And Fixing Of Following Sizes Of Medium Class Pvc Conduit Along With Accessories In Surface/Recess Including Cutting The Wall And Making Good The Same In Case Of Recessed Conduit As Required : 32 Mm. Dsr 1.21.3 84 Supplying And Fixing 5 Amps. To 32 Amps. Rating, 240 Volts `C Series, Miniature Circuit Breaker (Mcb)Suitable For Inductive Load Of Following Poles In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required. Single Pole Dsr 2.10.1 85 Supplying & Fixing Single Pole, Blanking Plate In The Existing Mcb Db Complete Etc. As Required. Dsr 2.11 86 Supplying And Fixing Following Rating, Double Pole, 240 V, Isolator In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. 40 Amps Dsr 2.12.1 87 Supplying And Fixing Following Way, Sp&N, Sheet Steel, Mcb Distribution Board, 240 V On Surface / Recess, Complete With Tinned Copper Bus Bar, Neutral Bus Bar, Earth Bar, Din Bar, Interconnections, Powder Painted Including Earthing Etc. As Required. (But Without Mcb / Rccb / Isolator). 6 Way, Double Door Dsr 2.3.1 88 Supplying And Fixing Following Way, Horizontal Type Tp&N, Sheet Steel Mcb Distribution Board, 415 V On Surface /Recess, Complete With Tinned Copper Bus Bar, Neutral Bus Bar, Earth Bar, Din Bar, Interconnections, Powder Painted Including Earthing Etc. As Required (But Without Mcb / Rccb / Isolators). 4 Way (4 + 12), Double Door Dsr 2.4.1 89 Earthing With Gi Earth Plate 600Mm X 600 Mm X 6Mm Thick Including Accessories And Providing Masonary Enclosure With Cover Plate Having Locking Arrangement And Watering Pipe Of 2.7 Metre Long Etc, With Charcoal/ Coke And Salt As Required. Dsr 5.4 90 Supplying And Laying 25 Mm X 5 Mm. G.I. Strip At 0.50 Metre Below Ground As Strip Earth Electrode, Including Connection/ Terminating With G.I. Nut, Bolt, Spring, Washer Etc. As Required. (Jointing Shall Be Done By Overlapping And With 2 Sets Of G.I. Nut Bolt & Spring Washer Spaced At 50Mm) Dsr 5.9 91 Providing And Fixing 25 Mm X 5 Mm G.I. Strip In 40 Mm Dia G.I. Pipe From Earth Electrode Including Connection With G.I. Nut, Bolt, Spring, Washer Excavation And Re-Filling Etc. As Required. Dsr 5.11 92 Providing And Fixing 25Mm X 5 Mm G.I Strip On Surface Or In Recess For Connections Etc. As Required. Dsr 5.15 93 Providing And Fixing M.V. Danger Notice Plate Of 200Mmx150Mm Made Of Mild Steel, Atleast 2Mm Thick And Vitreous Enamelled White On Both Sides And With Inscription Single Red Colour On Frlsont Side As Required. Dsr 2.21 94 Providing And Fixing Circular/ Hexagonal Cast Iron Or M.S. Sheet Box For Ceiling Fan Clamp, Of Internal Dia 140 Mm, 73 Mm Height, Top Lid Of 1.5 Mm Thick M.S. Sheet With Its Top Surface Hacked For Proper Bonding, Top Lid Shall Be Screwed Into The Cast Iron/ M.S. Sheet Box By Means Of 3.3 Mm Dia Round Headed Screws, One Lock At The Corners. Clamp Shall Be Made Of 12 Mm Dia M.S. Bar Bent To Shape As Per Standard Drawing. Dsr Civil 10.18 95 Supplying And Fixing Following Modular Switch/ Socket On The Existing Modular Plate & Switch Box Including Connections Butexcluding Modular Plate Etc. As Required. 5/6 A Switch Dsr 1.24.1 96 Supplying And Fixing Following Modular Switch/ Socket On The Existing Modular Plate & Switch Box Including Connections Butexcluding Modular Plate Etc. As Required. 3 Pin 5/6 A Socket Outlet Dsr 1.24.4 97 Supplying And Fixing Following Size/ Modules, Gi Box Alongwith Modular Base & Cover Plate For Modular Switches In Recess Etc. As Required. 1 Or 2 Module (75Mmx75Mm) Dsr 1.27.1 98 Installation, Testing And Commissioning Of Pre-Wired, Flourescent Fitting / Compact Fluorescent Fitting Of All Types, Complete With All Accessories And Tubes Etc. Directly On Ceiling / Wall, Including Connection With 1.5 Sq. Mm. Frls Pvc Insulated, Copper Conductor, Single Core Cable And Earthing Etc. As Required. Dsr 1.41 99 Installation, Testing And Commissioning Of Ceiling Fan Including Wiring The Down Rod Of Standard Length (Upto 30 Cm.) With 1.5 Sq. Mm. Frls Pvc Insulated, Copper Conductor, Single Core Cable, Including Providing And Fixing Phenolic Laminated Sheet Cover On The Fan Box Etc. As Required. Dsr 1.45 100 Supply, Installation, Testing And Commissioning Of 1200 Mm Sweep, Bee 5 Star Rated, Ceiling Fan With Brush Less Direct Current (Bldc) Motor, Class Of Insulation: B, 3 Nos. Blades, 30 Cm Long Down Rod, 2 Nos. Canopies, Shackle Kit, Safety Rope, Copper Winding, Power Factor Not Less Than 0.9, Service Value (Cmm/W) Minimum 6.85, Air Delivery Minimum 215 Cmm, 350 Rpm (Tolerance As Per Is : 374-2019), Thd Less Than 10%, Remote Or Electronic Regulator Unit For Speed Control And All Remaining Accessories Including Safety Pin, Nut Bolts, Washers, Temperature Rise=75 Degree C (Max.), Insulation Resistance More Than 2 Mega Ohm, Suitable For 230 V, 50 Hz, Single Phase Ac Supply, Earthing Etc. Complete As Required. Dsr 19.1 101 Supply Of Led Tube Light With Metal Heavy Duty Box Type Batten Light Fitting 2X22 Watt Suitable For Upto 2X22 Watt Led Polycarbonate Tube Light Complete Including Tube Suitable For Both Surface & Suspended Complete In All Respect. Mr 102 Supply Of Recess/Surface Mounting Round 10 W To 15 W Led Cut Out Min 125 Mm, Height Min. 40Mm, Led Down Lighiter Having Powder Coated Die Cast Aluminium Housing With Heat Shink,Diffuser/Reflector And Driver Set. Suitable For 24Hr Continuous Operation, Complete In All Respect. Mr 103 Supply And Laying Of Aluminium Conductor Pvc Insulated Armoured Served Sheathed Cables 1100 Volts Grade At A Depth Of 750 Mm Below Ground Level Over A Cushion Of 75 Mm. Thick Sand All Around And Protected With Burnt Bricks On Sides And On Top. On Surface The Cable Run Shall Be Fixed On M.S. Clamps Etc. Of Suitable Size Or As Directed By The Engineer-Incharge, Complete In All Respect. The Armouring Of The Cable Shall Be Properly Connected With The Earth Conductor By Clamps Etc. 16 Sq. Mm 4 Core Mr 104 Supply And Laying Of Aluminium Conductor Pvc Insulated Armoured Served Sheathed Cables 1100 Volts Grade At A Depth Of 750 Mm Below Ground Level Over A Cushion Of 75 Mm. Thick Sand All Around And Protected With Burnt Bricks On Sides And On Top. On Surface The Cable Run Shall Be Fixed On M.S. Clamps Etc. Of Suitable Size Or As Directed By The Engineer-Incharge, Complete In All Respect. The Armouring Of The Cable Shall Be Properly Connected With The Earth Conductor By Clamps Etc. 35 Sq. Mm 3-1/2 Core Mr 105 Supplying And Making End Termination With Brass Compression Gland And Aluminium Lugs For Following Size Of Pvc Insulated And Pvc Sheathed / Xlpe Aluminium Conductor Cable Of 1.1 Kv Grade As Required. 16 Sq. Mm 4 Core Dsr 9.1.33 106 Supplying And Making End Termination With Brass Compression Gland And Aluminium Lugs For Following Size Of Pvc Insulated And Pvc Sheathed / Xlpe Aluminium Conductor Cable Of 1.1 Kv Grade As Required. 3½ X 35 Sq. Mm (35Mm) Dsr 9.1.21 107 Brick Work With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class-150 In Foundation And Plinth In: Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) Dsr 6.1.1 108 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Slab Dsr 5.9.20 109 Cement Plaster 1:3 (1 Cement: 3 Coarse Sand) Finished With A Floating Coat Of Neat Cement. 20Mm Thick Dsr 13.9.2 110 Cement Concrete Flooring 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate) Finished With A Floating Coat Of Neat Cement, Including Cement Slurry, But Excluding The Cost Of Nosing Of Steps Etc. Complete. 40 Mm Thick With 20 Mm Nominal Size Stone Aggregate Dsr 11.3.1 111 Providing M.S. Foot Rests Including Fixing In Tank With 20X20X10 Cm Cement Concrete Blocks 1:3:6 (1 Cement:3 Coarse Sand :6Graded Stone Aggregate 20 Mm Nominal Size) As Per Standard Design With 20X20 Mm Square Bar Dsr 19.15.1 112 500 Mm Diameter C.I. Cover (Medium Duty) The Cover To Be Not Less Than 58 Kg Dsr 19.18.2 113 C.I. Plain Bend (Dsr 17.39.1.2) Dsr 17.39.1.2 114 Making Soak Pit 2.5 M Diameter 3.0 Metre Deep With 45 X 45 Cm Dry Brick Honey Comb Shaft With Bricks And S.W. Drain Pipe 100 Mm Diameter, 1.8 M Long Complete As Per Standard Design. With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 (Dsr 19.32.1) Dsr 19.32.1 115 Providing And Fixing Precast Rcc Garden Benches With Hand Rest, Each Bench Consists Of 2Nos. L-Shape Base Support In Grey Cement Colour Of Size 80Mm X 450Mm X 890 Mm And Base Width 690Mm, 1 No. Rcc Plank In Red Colour Of Size 1500Mm X 400Mm X 50Mm, And 1 No. Rcc Plank In Red Colour Of Size 1500Mm X 425Mm X 50Mm. Seating Length Of The Bench Is 1500Mm, Seating Height Of The Bench Is 450Mm And Total Height Of The Bench Is 1000Mm As Per Drawing Attached, Finishing Etc Complete And As Per The Direction Of Engineer-In-Charge. Mr 116 Supplying, Assembling, Lowering And Fixing In Vertical Position In Bore Well, Unplasticized Pvc Medium Well Casing (Cm) Pipe Of Required Dia, Conforming To Is: 12818, Including Required Hire And Labour Charges, Fittings & Accessories Etc. All Complete, For All Depths, As Per Direction Of Engineer -In-Charge. (I) 110 Mm Nominal Size Dia (Dsr 23.3.1) 117 Supplying, Assembling, Lowering And Fixing In Vertical Position In Bore Well Unplasticized Pvc Medium Well Screen (Rms) Pipes With Ribs, Conforming To Is: 12818, Including Hire & Labour Charges, Fittings & Accessories Etc. All Complete, For All Depths, As Per Direction Of Engineer-In-Charge. (I) 110 Mm Nominal Size Dia. (Dsr 23.4.1) 118 Supplying, Filling, Spreading & Leveling Coarse Sand Of Size Range 1.5 Mm To 2 Mm In Recharge Pit, In Required Thickness Over Gravel Layer, For All Leads & Lifts, All Complete As Per Direction Of Engineer -Incharge. (Dsr 23.7) 119 Providing And Fixing Suitable Size Threaded Mild Steel Cap Or Spot Welded Plate To The Top Of Bore Well Housing/ Casing Pipe, Removable As Per Requirement, All Complete For Borewell Of: 100 Mm Dia (Dsr 23.13.1) 120 Providing And Fixing G.I. Pipes Complete With G.I. Fittings Including Trenching And Refilling Etc. 32 Mm Dia Nominal Bore (Dsr 18.12.4) 121 Providing And Fixing M.S. Clamp Of Required Dia To The Top Of Casing/ Housing Pipe Of Tubewell As Per Is: 2800 (Part I), Including Necessary Bolts & Nuts Of Required Size Complete. 100 Mm Clamp (Dsr 23.14.1) 122 Providing And Fixing Bail Plug/ Bottom Plug Of Required Dia To The Bottom Of Pipe Assembly Of Tubewell As Per Is:2800 (Part I). 100 Mm Clamp (Dsr 23.15.1) 123 S/F 1.5 H.P. Submersible Pump With Control Pannel, Cable, Columnpipe And All Accessories Complete. Mr 124 S/F Of Finolex Of Copper Cable Isi Marked Submersible Cable Size 4Sqm 4Core. Mr 125 Excavation Work By Mechanical Means (Hydraulic Excavator)/ Manual Means In Foundation Trenches Or Drains (Not Exceeding 1.5M In Width Or 10 Sqm On Plan), Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soils As Directed, Within A Lead Of 50 M. Dsr 2.9.1 126 Stone Work (Machine Cut Edges) For Wall Lining Etc. (Veneer Work) Upto 10 Metre Height, Backing Filled With A Grout Of Average 12 Mm Thick Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) Including Pointing In White Cement Mortar 1:2 (1 White Cement : 2 Stone Dust) With An Admixture Of Pigment Matching The Stone Shade : (To Be Secured To The Backing And The Sides By Means Of Cramps And Pins Which Shall Be Paid For Separately) : Red Sand Stone - Exposed Face Fine Dressed With Rough Backing. 30 Mm Thick Dsr 8.14.1.5 127 Providing And Fixing Stainless Steel Cramps Of Required Size And Shape For Anchoring Stone Wall Lining To The Backing Or Securing Adjacent Stones In Stone Wall Lining In Cement Mortar 1:2 (1 Cement : 2 Coarse Sand), Including Making The Necessary Chases In Stone And Holes In Walls Wherever Required. Dsr 8.15 128 Providing And Fixing Copper Pins 7.5 Cm Long 6 Mm Diameter For Securing Adjacent Stones In Stone Wall Lining In Cement Mortar 1:2 (1 Cement : 2 Coarse Sand), Including Making The Necessary Chases. Dsr 8.16 129 Providing And Fixing 18 Mm Thick Gang Saw Cut, Mirror Polished,Premoulded And Prepolished, Machine Cut For Kitchen Platforms, Vanitycounters, Window Sills , Facias And Similar Locations Of Required Size, Approved Shade, Colour And Texture Laid Over 20 Mm Thick Base Cementmortar 1:4 (1 Cement : 4 Coarse Sand), Joints Treated With White Cement,Mixed With Matching Pigment, Epoxy Touch Ups, Including Rubbing, Curing,Moulding And Polishing To Edges To Give High Gloss Finish Etc. Complete At All Levels.Area Of Slab Over 0.50 Sqm (Granite Of Any Shade) Dsr 8.2.2.2 130 Cost Of Stone Writing. Mr 131 S/F Of Decorative 8To 16 Watt Led Bollard Luminaire With Driver Set Confirming To Ip 65 Protection Complete In All Respect. Mr 132 S/F Of Factory Wired Led Flood Light Luminaries With Die Cast Aluminium Housing Built With Driver Set Suitable For 40To50Watt Confirming T Ip 65/66 Protection Complete In All Respect. Mr 133 Preparation And Consolidation Of Sub Grade With Power Road Roller Of 8 To 12 Tonne Capacity After Excavating Earth To An Average Of 22.5 Cm Depth, Dressing To Camber And Consolidating With Road Roller Including Making Good The Undulations Etc. And Re-Rolling The Sub Grade And Disposal Of Surplus Earthwith Lead Upto 50 Metres. Dsr 16.1 134 Providing And Laying Factory Made Chamfered Edge Cement Concrete Paver Blocks In Footpath, Parks, Lawns, Drive Ways Or Light Traffic Parking Etc, Of Required Strength, Thickness & Size/ Shape, Made By Table Vibratory Method Using Pu Mould, Laid In Required Colour & Pattern Over 50Mm Thick Compacted Bed Of Sand, Compacting And Proper Embedding/Laying Of Inter Locking Paver Blocks Into The Sand Bedding Layer Through Vibratory Compaction By Using Plate Vibrator, Filling The Joints With Sand And Cutting Of Paver Blocks As Per Required Size And Pattern, Finishing And Sweeping Extra Sand. Complete All As Per Direction Of Engineer-In-Charge. 80 Mm Thick C.C. Paver Block Of M-30 Grade With Approved Color Design And Pattern. Dsr 16.91.2 135 Providing And Laying At Or Near Ground Level Factory Made Kerb Stone Of M-25 Grade Cement Concrete In Position To The Required Line, Level And Curvature, Jointed With Cement Mortar 1:3 (1 Cement: 3 Coarse Sand), Including Making Joints With Or Without Grooves (Thickness Of Joints Except At Sharp Curve Shall Not To More Than 5 Mm), Including Making Drainage Opening Wherever Required Complete Etc. As Per Direction Of Engineerin- Charge (Length Of Finished Kerb Edging Shall Be Measured To Calculate Volume For Payment). (Precast C.C. Kerb Stone Shall Be Approved By Engineer-In-Charge). Dsr 16.69 136 Trenching In Ordinary Soil Up To A Depth Of 60 Cm Including Removal And Stacking Of Serviceable Materials And Then Disposing Of Surplus Soil, By Spreading And Neatly Leveling Within A Lead Of 50 M And Making Up The Trenched Area To Proper Levels By Filling With Earth Or Earth Mixed With Sludge Or/And Manure Before And After Flooding Trench With Water (Excluding Cost Of Imported Earth, Sludge Or Manure). Dsr-2020 (H &L) 137 Supplying And Stacking Of Good Earth At Site Including Royalty But Including Carriage 1Km (Earth Measusred In Stacks Will Be Reduced By 20% For Payment). Dsr-2020 (H &L) 138 Supplying And Stacking At Site Dump Manure From Approved Source, Including Carriage Up To 1 Km (Manure Measured In Stacks Will Be Reduced By 8% For Payment) : Screened Through Sieve Of I.S. Designation 16 Mm Dsr-2020 (H &L) 139 Mixing Earth And Sludge Or Manure In The Required Proportion Specified Or Directed By The Officer-In-Charge.. Dsr-2020 (H &L) 140 Spreading Of Sludge, Dump Manure And/Or Good Earth In Required Thickness As Per Direction Of Officer-In-Charge (Cost Of Sludge, Dump Manure And/ Or Good Earth To Be Paid Separately). Dsr-2020 (H &L) 141 Rough Dressing The Trenched Ground Including Breaking The Clods. Dsr-2020 (H &L) 142 Fine Dressing The Ground Dsr-2020(H &L) 143 Digging Holes In Ordinary Soil And Refilling The Same With The Excavated Earth Mixed With Manure Or Sludge In The Ratio Of 2:1 By Volume (2 Parts Of Stacked Volume Of Earth After Reduction By 20% : 1 Part Of Stacked Volume Of Manure After Reduction By 8%) Flooding With Water, Dressing Including Removal Of Rubbish And Surplus Earth, If Any, With All Leads And Lifts (Cost Of Manure, Sludge Or Extra Good Earth If Needed To Be Paid For Separately) :Holes 90 Cm Dia, And 90 Cm Deep Dsr-2020 (H &L) 144 Preparation Of Beds For Hedging And Shrubbery By Excavating 60 Cmdeep And Trenching The Excavated Base To A Further Depth Of 30 Cm, Refilling The Excavated Earth After Breaking Clods And Mixing With Sludge Or Manure In The Ratio Of 8:1 (8 Parts Of Stacked Volume Of Earth After Reduction By 20% : One Part Of Stacked Volume Of Sludge Or Manure After Reduction By 8%), Flooding With Water, Filling With Earth If Necessary, Watering And Finally Fine Dressing, Leveling Etc. Including Stacking And Disposal Of Materials Declared Unserviceable And Surplus Earth By Spreading And Leveling As Directed, Within A Lead Of 50 M, Lift Up To 1.5 M Complete (Cost Of Sludge, Manure Or Extra Earth To Be Paid For Separately). Dsr-2020 (H &L) 145 Providing And Stacking Of Hamelia (10X10X600Mm) As Per Direction Of The Officer-In-Charge. Mr 146 Providing And Stacking Of Casurina Topiary (300X300X1800Mm) As Per Direction Of The Officer-In-Charge. Mr 147 Providing And Stacking Of Plumeria Alba Bushy (300X300X2400Mm ) As Per Direction Of The Officer-In-Charge. Mr 148 Providing And Stacking Of Ground Cover Grass As Per Direction Of The Officer-In-Charge. Mr
Contract Date: Ref. Documents Contract Value : Ref. Document
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45.
Defence #11117617 AOC
Tender For Provision Of Training Shed And Pt Shed At Varanasi; Design, fabrication, supply and erecting, Pre-engineered building steel structure/LGSF made from 345 Mpa high strength Hot rolled paletes and factory produced zincalume cold rolled light gauge steel zincalume frame (1 mm BMT)for provision oftraining and PT Sheds of size 72 metre x 18 metre x7.95 metre height from FFL to bottom of truss using 0.45 mm base metal thickness, pre-painted 0.50 mm corrugated galvalume aluminium zinc coating (AZ-150 GSM) aluminium zinc alloy coated colour having tensile strength of 550Mpa as in roofingfixed with self tapping screws including S&F pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.60 mm thick (AZ not less than 150) of colour having tensile strength of 550Mpa as in ridge/valley gutter roof covering/cladding to wall fixed with self tapping screws, (factory made valley gutter, shape and size directed by Engineer-in Charge including supply of bolts, gutter bolts, screws, washer, pipe nails distance pieces, plug, holder bats for pipe and all jointing materials, down take pipe, downspout pipe and metal clamp of appropriate size and shape and LGSF structure with brick work in CM 1:4 onas per mentioned in architectural drawing all as specified with following design parameters all as specified and vetted design and drawing by any IIT/NIT and approved by Chief Engineer Lucknow Zone with permanent specification complete all as specified and as shown on drawing:-(i) Frame type Pre-Engineered Building (ii) Size of training and PT shed as perarchitectural drawing (iii) LGSF structure with 1 mm to 2.5 mm thick(iv) Anti-corrosion treatment and painting as per IS -1477 Part 1 & 2 .(v) PCC 1:4:8 type D-2 using 40 mm graded crushed stone aggregate including form work in base of footing.(vi)RCC work M-30 in footing, plinth beam & Stair case/steps as per approved mix design and as per IS:9103(vii)All necessary civil works for setting for super structure layout, excavation, back filling, removal of surplus soil, RCC foundation/footing, plinth beam, RCC sitting step with granite finish including bull nosing finish & Stainless steel railing complete.Note : (i) Design parameters of PEB structure is attached as appendix ‘A’ (ii) Following items mentioned under srl no 1.01 to1.13 here-in after shall also be included in lump sum rate quoted against Srl item No 1 of BOQ. 2 Site clearance/site developments 3 Anti termite treatment 4 All primary structural components should be confirmed to IS: 2062 E-350 BR, Having a minimum tensile strength of 490 MPs and pass physical & Chemical tests stipulates therein 5 Purlins and side girt membersshall be made from cold Formed Sections, Confirming to IS : 811, having a minimum tensile strength of 345 MPs. The sheets used for cold forming sections shall confirm to IS : 1079, 2009 quality HR3 6 Permanently colour coated high tensile steel sheet havingminimum base metal thickness of 0.45mm (i.e excluding Aluminium -Zinc/galvanizing & colour coating thickness) & minimum Yield strength of 550 Mpa, coated with 55% Al-Zn alloy @ 150 g/Sqm as per ASTM A792M; Color coated with total minimum thickness of 40 microns (nominal) comprising of Silicon, Modified polyester (SMP with silicon content of 30% minimum) paint or super Polyester paint of minimum 20 microns (nominal) Dry Film Thickness (DFT) on exposed side over 5 microns (nominal) primer coat and 10 microns (nominal) approved colour Epoxy paint on other side over 5 microns (nominal) primer coat as per ASTM A755M 7 Kota stone flooring shall be 18 to 20 mm thick machine cut and polished at site after fixing (Mirror polish/granite polish). Size of Kota stone slabs used in floors shall be not less than 500 mm x 500mm.Kota stone slab shall be laid over 20mm thick screed in CM (1:6) over 100 mm thick PCC (1:4:8) type D-2 using 40mm graded crushed stone aggregate over rammed earth. Jointing shall be with grey cement mixed with pigment to match the shade of Kota stone slab. The floor shallachieve mirror finish surface. 8 75 mm thick PCC 1:3:6 type C-1 using 20 mm graded crushed stone aggregate as inplinth protection & Saucer drain. Plinth protection surface finishedeven and smooth without using extra cement of width as directed and shall be laid to slope of 1:30 in alternative bays not exceeding 3 meter in length. Joints of 6 mm wide and 10 mm deep shall be provided along the wall and bays and same shall be filled with bitumen mastic (1:3) 9 Stainless steelrailingwith SS hand rail pipes grade 304 as perarchitectural drawing shall be provided. 10 10 to12 mm thick ready mix plaster on internal surface and external surface of wall. 11 Preparation of newly plaster surface of wall and applying two coats of synthetic enamel paint over a coat of primer on internal and external surface of wall. 12 Ramp provided same as per flooring specification 13 PAINTING SCHEME FOR STRUCTURAL STEEL WORK:(a) Soap paint :- One coat of inorganic zinc silicate primer-75 microns(b) Soap paint :- One coat of polyurethane paint -30 microns(c) Site paint :- One coat of polyurethane paint- 30 microns (after erection & fixing work) 14 Applying two coats of synthetic enamel paint over a coat of zinc chrome red oxide primer on other than structural steel surface 15 Design, fabrication, supply and erecting, Pre-engineered building steel structure/LGSF made from 345 Mpa high strength Hot rolled paletes and factory produced zincalume cold rolled light gauge steel zincalume frame (1 mm BMT)for provision oftraining and PT Sheds of size 36 metre x 12 metre x 7.95 metre heightfrom FFL to bottom of trussusing 0.45 mm base metal thickness, pre-painted 0.50 mm corrugated galvalume aluminium zinc coating (AZ-150 GSM) aluminium zinc alloy coated colour having tensile strength of 550Mpa as in roofingfixed with self tapping screws including S&F pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.60 mm thick (AZ not less than 150) of colour having tensile strength of 550Mpa as in ridge/valley gutter roof covering/cladding to wall fixed with self tapping screws, (factory made valley gutter, shape and size directed by Engineer-in Charge including supply of bolts, gutter bolts, screws, washer, pipe nails distance pieces, plug, holder bats for pipe and all jointing materials, down take pipe, downspout pipe and metal clamp of appropriate size and shape and LGSF structure with brick work in CM 1:4 onas per mentioned in architectural drawing all as specified with following design parameters all as specified and vetted design and drawing by any IIT/NIT and approved by Chief Engineer Lucknow Zone with permanent specification complete all as specified and as shown on drawing:-(i) Frame type Pre-Engineered Building (ii) Size of training and PT shed as perarchitectural drawing (iii) LGSF structure with 1 mm to 2.5 mm thick(iv) Anti-corrosion treatment and painting as per IS -1477 Part 1 & 2 .(v) PCC 1:4:8 type D-2 using 40 mm graded crushed stone aggregate including form work in base of footing.(vi)RCC work M-30 in footing, plinth beam & Stair case/steps as per approved mix design and as per IS:9103(vii)All necessary civil works for setting for super structure layout, excavation, back filling, removal of surplus soil, RCC foundation/footing, plinth beam, RCC sitting step with granite finish including bull nosing finish & Stainless steel railing complete.Note : (i) Design parameters of PEB structure is attached as appendix ‘A’ (ii) Following items mentioned under srl no 2.01 to2.13 here-in after shall also be included in lump sum rate quoted against Srl item No 2 of BOQ. 16 Site clearance/site developments 17 Anti termite treatment 18 All primary structural components should be confirmed to IS: 2062 E-350 BR, Having a minimum tensile strength of 490 MPs and pass physical & Chemical tests stipulates therein 19 Purlins and side girt membersshall be made from cold Formed Sections, Confirming to IS : 811, having a minimum tensile strength of 345 MPs. The sheets used for cold forming sections shall confirm to IS : 1079, 2009 quality HR3 20 Permanently colour coated high tensile steel sheet havingminimum base metal thickness of 0.45mm (i.e excluding Aluminium -Zinc/galvanizing & colour coating thickness) & minimum Yield strength of 550 Mpa, coated with 55% Al-Zn alloy @ 150 g/Sqm as per ASTM A792M; Color coated with total minimum thickness of 40 microns (nominal) comprising of Silicon, Modified polyester (SMP with silicon content of 30% minimum) paint or super Polyester paint of minimum 20 microns (nominal) Dry Film Thickness (DFT) on exposed side over 5 microns (nominal) primer coat and 10 microns (nominal) approved colour Epoxy paint on other side over 5 microns (nominal) primer coat as per ASTM A755M 21 Kota stone flooring shall be 18 to 20 mm thick machine cut and polished at site after fixing (Mirror polish/granite polish). Size of Kota stone slabs used in floors shall be not less than 500 mm x 500mm.Kota stone slab shall be laid over 20mm thick screed in CM (1:6) over 100 mm thick PCC (1:4:8) type D-2 using 40mm graded crushed stone aggregate over rammed earth. Jointing shall be with grey cement mixed with pigment to match the shade of Kota stone slab. The floor shallachieve mirror finish surface. 22 75 mm thick PCC 1:3:6 type C-1 using 20 mm graded crushed stone aggregate as inplinth protection & Saucer drain. Plinth protection surface finishedeven and smooth without using extra cement of width as directed and shall be laid to slope of 1:30 in alternative bays not exceeding 3 meter in length. Joints of 6 mm wide and 10 mm deep shall be provided along the wall and bays and same shall be filled with bitumen mastic (1:3) 23 Stainless steelrailingwith SS hand rail pipes grade 304 as perarchitectural drawing shall be provided. 24 10 to12 mm thick ready mix plaster on internal surface and external surface of wall. 25 Preparation of newly plaster surface of wall and applying two coats of synthetic enamel paint over a coat of primer on internal and external surface of wall. 26 Ramp provided same as per flooring specification 27 PAINTING SCHEME FOR STRUCTURAL STEEL WORK:(a) Soap paint :- One coat of inorganic zinc silicate primer-75 microns(b) Soap paint :- One coat of polyurethane paint -30 microns(c) Site paint :- One coat of polyurethane paint- 30 microns (after erection & fixing work) 28 Applying two coats of synthetic enamel paint over a coat of zinc chrome red oxide primer on other than structural steel surface 29 INTERNAL ELECTRIFICATIONM&L for point wiring completeforOne light/Fan/Exhaust Fan/Bell point/ Bldg Security Light / Industrial wall mounting fancontrolled by one switch with PVC insulated and unsheathed FRLSH cable 1.5 Sqmm(nominal area) ISI marked, multi-stranded copper conductor single core including ISI marked 25 mm dia non metalic PVC conduit medium grade concealed in wall and heavy duty PVC conduit not less than 25 mm in roof / floor slab and ceiling, pressed GI concealed terminal modular boxes not less than 1.6 mm thick of required size and with top cover 3 mm thick of plastic laminated sheets of required colour complete, including suitable cover plate of any module including 1.5 Sqmm PVC, FRLSH cable insulated unsheathed copper earth wire to the common earth and connecting to earth dolly, including colour coding of cable shall be Phase-red, Neutral-black and Earth- green with all accessories complete all as specified and directed.Note :-(i) In case of roof/ceiling, heavy duty PVC pipe not less than 25 mm dia shall be used without any extra cost.(ii) Height of socket should be 1.2m above from FFL(iii) Conduit shall be fixed on surface of roof with necessary saddles where concealing of conduit is not feasible at no extra cost. 30 M&L for Point wiring completeforone 5 Pin 5 Amp switch Socket outlet point on an independent board, with PVC insualted and unsheathed FRLSH CABLE 1.5 Sqmm (nominal area) ISI marked, multi-stranded copper conductor single core including ISI marked 25 mm dia non metalic PVC conduit medium grade concealed in wall / roof / floor slab and ceiling, pressed GI concealed terminal modular boxes not less than 1.6 mm thick of required size and with top cover 3 mm thick of plastic laminated sheets of requied colour complete, including 1.5 Sqmm PVC, FRLS cable insulated unsheathed copper earth wire to the common earth and connecting to earth dolly, including colour coding of cable shall be Phase-red, Neutral-black and Earth- green with all accessories complete all as specified and directed.Note :-(i)In case of roof/ceiling, heavy duty PVC pipe not less than 25 mm dia shall be used without any extra cost.(ii) Height of socket should be 1.2m above from FFL 31 M&L forPoint wiring completefor power point controlled by oneswitch with PVC insualted and unsheathed FRLSH cable 2.5 Sqmm(nominal area) ISI marked, multi-stranded copper conductor single core including ISI marked 25 mm dia non metalic PVC conduit medium grade concealed in wall and heavy duty PVC conduit not less than 25 mm in roof /wall/ floor slab and ceiling, suitable for modular switch with modular metal flush box with inner and outer cover plate & frame etc of requied colour complete, including 2.5 Sqmm PVC, FRLS cable insulated unsheathed copper earth wire to the common earth and connecting to earth dolly, including colour coding of cable shall be Phase-red, Neutral-black and Earth- green with all accessories complete all as specified and directed.Note :- In case of roof/ceiling, heavy duty PVC pipe not less than 25 mm dia shall be used without any extra cost.One circuit controlled by max one points only. 32 S&F Switch piano, flush type 5 Amps single pole, one way complete all as specified and directed. 33 S&F Socket outlet, flush type 2 in 1, 5 pin, 6 Amps, multi-purpose complete all as speci-fied and directed. 34 S&F Switch piano, flush type single pole, one way 16 Amps complete all as specified and directed. 35 S&F Socket outlet, flush type 2 in 1, 5 pin, 5 and 16 Amps, multipurpose complete all as specified and directed. 36 S&F ceiling rose two to three terminal, complete all as specified and directed. 37 S&F BLDC type air circular wall mounting fan 750mm Sweep, single phase 230 V AC, 1440 RPM, air delivery CMM, power consumption 250 watt, with string, 3 speed choice colour mate, 5 star rating & ISI marked alongwith complete accessories and connecting up the fan to ceiling rose incl PVC insulated 3 core 23/0.0076 copper cable & suitable size of flexible cord with plug top from ceiling rose to wall mounted fan arrangement on pillar / wall is deemed under quoted item rate, complete all as specified and directed 38 S & FLED wide beam optics High Bay Light 100 Wdaylight 150 lum/Wwith PDC housingsuitable for ceiling (surface/suspended) rated aluminium housing indoor type with all fixing arrangement, complete all as specified and directed. 39 S&F LED Building security light fitting 35 Watt with aluminum pressure die cast housing, high purity PC Fresnel diffuser with silicon gasket for IP-65 protection, power consumption <20 W (35W) & luminaire lumen >2500 lm and system efficiency > 120 lm/W, in built electronic driver prewired upto terminal block with driver efficiency >85% power factor >0.95 as light source with toughened glass including two core flexible copper wire of 1.5 sq mm from ceiling rose to the connector of fitting, connection wires not to be more than 2.5 in length and made out of GI tubing 35/40 mm dia /suitable dia light grade bend to shape security light fitting with necessary MS clamp 25 mm wide and 6 mm in thickness in suitable length not more than 30 CM and max length of pipe 1.5 Mtr long with one code of anti corrosive primer and two coats aluminum paint including nuts, bolts and washers, complete all as specified and directed. 40 S & F MCB DB vertical type 4-way VTPN sheet metal enclosures 415 V with 200 Amp fully insulatedstandard copper Bushbar for each phase & sourrounded with neutral Bars & two common neutral bar, two earth bar incl cable ties fo cable management suitable for housing MCCB/TPN 415 V as incommer IP-54 protection with metal doors all enclosed on standard steel sheet flush mounted type double door factory fabricated complete without MCB & MCCB but with enclosure blank plate, complete all as specified and directed. 41 Supply and fixing MCB DB single pole pole with neutral sheet metal enclosure double door type, 240 volts AC, with 200 amp rated bus bar of suitable size plate and common neutral link all enclosed in standardsteel sheet flush mounting type factory fabricated powder coated complete without MCB and with enclosure blank plates for unused way suitable for 12- way ISI marked, complete all as specified and directed. 42 Supply and fixing MCB DB single pole pole with neutral sheet metal enclosure double door type, 240 volts AC, with 200 amp rated bus bar of suitable size plate and common neutral link all enclosed in standardsteel sheet flush mounting type factory fabricated powder coated complete withoutMCB and with enclosure blank plates for unused way suitable for 8- way ISI marked, complete all as specified and directed. 43 S&F MCB SPN 32 Amps B series, 10 KA-240 Volts, AC ISI marked, complete all as specified and directed. 44 S&F MCB single pole 6 to 32 Amp rating C Series,10 KA240 Volts, AC50 Hz , ISI marked, complete all as specified and directed. 45 S&F MCCB 415 Volts AC, with 100 amp rated bus bar of suitable size plate and common neutral link all enclosed in standard steel sheet flush mounting type factory fabricated ,powder coated complete with out MCCBand with enclosure blank plates for unused way suitable for 4 way, complete all as specified and directed. 46 M&L for submain wiring with two single core 4 sqmm copper conductor FRLSH, PVC insulated, multistranded, unsheathed cable ISI marked drawn in PVC conduit not less than 25 mm dia medium grade ISI marked concealed in wallsurface / ceiling for sub main connection including 6 sqmm PVC insulated multistranded unsheathed copper conductor used as earth wire to cdommon earth and connection to earth dolly, complete all as specified and directed.Note:- Two single core 6 sqmm copper conductor for phase / neutral, one run PVC conduit and one run of 6 sqmm earth wire shall be considered & measured as one unit. 47 M&L Earthing complete with galvanised mild steel earth plate electrode 600 x 600 x 6 mm thick buried directly in ground to a depth not less than 2.25 mtr deep below ground level with top edge of earth plate not less than 1.5 metre below normal ground level surrounded with adequate quantity of charcoal dust mixed with salt to a packed thickness of 15 cm all around the plate using GI earth wire 4 mm dia as earth electrode connected to bolts, nuts, check nuts and washers of GI or steel etc at one end and connected to equipment at another end.GI earth wire encased in and including 15 mm dia GI light grade pipe from upper end of earth plate upto equipment 20 dia bore GI pipe light grade as water pipe from earth chamber to upper edge of earth plate, test point, GI funnel with wire mesh fixed on water pipe PCC (1:3:6) type C-1 (using 20 mm graded stone aggregate) as in pit chamber and RCC pit cover slab of 50 mm thick precast RCC (1:1.5:3) type A-1 duly reinforced with MS TMT bars 8 mm dia @ 150 mm c/c both ways with 10 mm dia MS round baras in lifting handles, excavation earth work including laying the GI pipe concealed in floor/wall all as described in electric plate no 3 of SSR part I complete all as specified and directed and testing on completion. Note:- (i) If the desired earth resistance is not found, earthing shall be redone by the contractor at no extra cost to the department.(ii) Earthing wire beyond 7.5m shall be measured and paid separately. 48 B&R WorkM & L One closed side panel of ACP Sheet with framed Mild steel structure at one side of shed with the raised platform arrangement of size12m x 6m of brick work and Tile/marble flooring for Yoga / PT Shed, complete all as specified and directed. 49 M & L for Design, fabrication ,supply & erection of pre-engineered steel building incl civil works inside shed for One store Room of dimension 5 m x 5 m, complete all as specified and directed. 50 Material and Labour for 08 nos Rope Gallows made up of framed mild steel structure fixed to walls/floors with sliding arrangement which can be slided to one side when not in use with 5 ropes to be hung from each rope gallows including painting with primer, complete all as specified and directed. 51 Material and Labour for 04 nos beam bars made up of framed mild steel structure fixed to walls/ floors to be placed at one side of edge including painting with primer, complete all as specified and directed. 52 Material and Labour for 20 nos chin up bars made up of framed mild steel structure fixed to walls/ floors at 2.4m height fixed at one side of edge of shed including painting with primer, complete all as specified and directed. 53 Supply and fixing MS grill bars all around the shed, complete all as specified and directed. 54 EXTERNAL ELECTRIC SUPPLYSupply,installation and testing of factory made,CPRI Approved cubical outdoor (Kiosk) type feeder pillar box 415 volt, 4 wire, AC 50 Hz, made out of 3.15 mm thick CRCA sheet ,weatherand vermin proof powder coating finish bothside(interior & exterior) for outdoor mounting withhaving degree of protection as per IP-56 complete factory lock two earth terminal suitable cable gland for all incoming and outgoing and removable neutral link,Both Side openable double door Indicating light LED type RYB - 01 Set,Ammeter-01, Voltmeter-01, connecting strip/solid conductor brought out to cable chamber brass/copper nut, bolts/washer etc including grouting of feeder pillar box 60 cm above ground level including suitable size angle iron stand made up of65 x 65 x 6 mm welded on all the four corner embedded in PCC 1:2:4, type B-1 (using 20 mm graded crushed stone aggregate) upto 30 cm includingexcavation and earth work complete with following asseccories:-(a) copper insulatd busbar high conductivity 400 Amp rated 4 phase including neutral bus bar complete - 01 No.Incoming :-(b) MCCB4 -pole 160 Amp make-L & T,415 Volt,breaking capacity 36 KA,50 HZ with thermal magnetic release - 01 No.Outgoing :-(c)MCCB 4 - pole 125 Ampsbreaking capacity 25 KA, 50 HZ- 02 Nos. (d)MCCB 4 - pole 63 Ampsbreaking capacity 25 KA, 50 HZ- 01 No. 55 M&L for bus bar box of sheet metal 3 mm thick powder coated, having 4 Nos. aluminium bus bar of rating 200 Amp mounted on insulator including 01 No. of MCCB 4 pole 63 Amp 415 volts with thermal magnetic release as incomer, breaking capacity 25 KA inside the box and suitable fixing arrengement like flat iron clamp of size 25x3mm with hinged cover & locking arrangementincluding grouting of feeder piller box 60 cm above ground level by providing 90 cm long angle iron of size 40 X 40 X 6 mm welded on all the four corner embedded in PCC 1:2:4 using 20 mm graded stone aggregate complete duly painted with two coat of synthetic enameled paint over a coat of red oxide primer fixed in repair outdoor type duly fitted oncomplete all as directed by Engineer-in-charge. 56 Supply, jointing and testing cable jointing kit for 1100 volt grade cable for cable end termination heat shrink type joint complete with jointing material & accessories suitable for 3.5 core XLPEcable of size 16 sqmmto 35 sqmminsulated armoured aluminium cable complete all as specified and directed. 57 Supply, jointing and testing cable jointing kit for 1100 volt grade cable for cable end termination heat shrink type joint complete with jointing material & accessories suitable for 3.5 core XLPEcable of size 50 sqmmto 95 sqmminsulated armoured aluminium cable complete all as specified and directed. 58 Supplying ,laying, commissioning & testing 70 Sq.mm , 3.5 core XLPE cable insulated armoured, electric power cables (heavy duty) 1100 Volts grade with standard aluminium conductor including taking out old / unserveciable existing cablecomplete all as specified & directed.Note:Excavation & earth work, sand cushioning & Bricks shall be measured & paid separately under respective item of BoQ. 59 Supplying ,laying, commissioning & testing 50 Sqmm , 3.5 core XLPE cable insulated armoured, electric power cables (heavy duty) 1100 Volts grade with standard aluminium conductor including takingout old / unserveciable existing cablecomplete all as specified & directed.Note:Excavation & earth work, sand cushioning & Bricks shall be measured & paid separately under respective item of BoQ. 60 Supplying ,laying, commissioning & testing 35 Sqmm , 3.5 core XLPE cable insulated armoured, electric power cables (heavy duty) 1100 Volts grade with standard aluminium conductor including taking out old / unserveciable existing cable,complete all as specified & directed.Note:Excavation & earth work, sand cushioning & Bricks shall be measured & paid separately under respective item of BoQ. 61 Supplying ,laying, commissioning & testing 25 Sqmm , 3.5 core XLPE cable insulated armoured, electric power cables (heavy duty) 1100 Volts grade with standard aluminium conductor including taking out old / unserveciable existing cablecomplete all as specified & directed.Note:Excavation & earth work, sand cushioning & Bricks shall be measured & paid separately under respective item of BoQ. 62 Excavation in trenches, n. exc. 1.5 m wide and n. exc. 1.5 m in depth;for laying of cable, foundation, etc, or for shafts, wells, cesspits, manholes, etc. n. exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/loose soil,complete all as specified & directed. 63 Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm,complete all as specified & directed. 64 Removing excavated material n. exc. 50 m and depositing where directed at a level n. exc. 1.5 m above the starting point,complete all as specified & directed. 65 M&L sand filling under floors or in foundations including watering and consolidation,complete all as specified & directed.Note :- Punned thickness shall be measured and paid. 66 Supplying & laying reinforced precast concrete cable cover, class EHV, type 1 with peak, size 450mm x 230mm x 50mm (Note: cable cover shall be laid perpendicular to the axis of cable). 67 M&L for earthing complete with galvanised steel earth plate 600 x 600 x 6.3mm burried directly in ground (Earth pit not less than 2.25 m deep) with top edge of the plate not less than 1.5 m below ground level connected to GI strip of size 32 x 6 mm by means of nuts, bolts & washers,earth wire protected by GI pipe 50 mm dia ‘light grade’ ISI marked including charcoal dust, common salt, excavation & earth work, PCC Pit with 1:3:6 type C-1 (using 20 mm graded crushed stone aggregate),40 mm thick precast RCC cover in 1:2:4 type B-1 (using 20 mm graded crushed stone aggregate) reinforced with 8 mm dia TMT bars @ 75 mm c/c both ways with MS handles 12 mm dia, PGI funnel & GI watering pipe ‘light grade’ ISI marked, 20 mm bore all as shown in Electrical plate No. 03 of MES Schedule Part-1 (2009) complete. 68 M&L GI pipes/tubes 80 mm bore,light gradeincluding necessary GI Fitting i.e. GI bends with socket ,reducer socket laid in trenches fixed on pole fixed on walls UG Road/floor for cable protection complete,complete all as specified & directed. . 69 M&L for Earth continuity conductor or main earthing lead fixed to wall on batten or recess or chases or buried in ground or drawn in conduit/pipe or fixed to poles or any other indicated situation for loop earthing etc. as required of size 25x4mm galvanised iron strip,complete all as specified & directed. 70 Chain Link FencingExcavation in post holes (or similar holes) in soft/ loose soil each n exc 0.5 Cum filling in and ramming earth or broken rubble mixed with earth around, complete all speecified and as directed. 71 PCC 1:3:6 type C2 (using 40mm graded crushed stone aggregate) as in foudation for fencing post filling, and mass concrete, complete all as specified and directed. 72 Supply and Fixing Mild steel work Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts;posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165, complete all as specified and directed. 73 Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provission of binding wire. 74 Supply chain link MS fencing galvanised mild steel wires 4mm diameter mesh size not less than 75mm x 75mm etc complete all as as specified and directed.
Contract Date: May 20, 2026 Contract Value : 5.24 Crore
Statutory Bodies & Commissions/Committees No of Bidders 4
Uttar Pradesh View Result →
46.
Tourism #11114098 AOC
Tender for Civil Works , Clearing Grass And Removal Of Rubbish Upto A Distance Of 50 M Outside The Periphery Of The Area , Earthwork 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 Sq.M On Plan) Including Disposal Of Excavated Earth Lead Upto 50 M And Lift Upto 1.5M Disposed Earth To Be Leveled And Neatly Dressed Including Providing Barricading, Danger Lighting Guarding As Directed In : All Kinds Of Soil , Earthwork In Excavation By Mechanical Means (Hydraulic Excavator) / Manual Means In Foundation Pipeline Trenches Drain (Not Exceeding 1.5 M In Width Or 10 Sq.M. On Plan) Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed Within A Lead Of 50 M. B) All Types Of Ordinary Rock Including All Types Of Laterite Rock, Blasting Prohibited , Refilling The Pipeline/Foundation Trenches Plinth Sides, Foundation Etc. With Available Excavated Earth In Layers Not Exceeding 20 Cm Depth Consolidating Each Layer Ramming And Watering Lead Upto 50 M And All Lifts And Disposal Of Surplus Earth As Directed By Engineer . , Brick Work Using Common Burnt Building Bricks In Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) With Bricks Of Class Designation 40 Kg / Cm2 (Wire Cut Bricks) In Superstructure Upto Floor Five Level. , Rubble Packing With Hard Laterite Stone Under Floors Including Watering Ramming And Consolidating Etc. In Pipeline Trenches And Other Foundations Complete. , Laterite Masonry In Neatly Dressed Stones For 23 Cms Thick Masonry Walls In C.M. 1 : 4 (1 Cement : 4 Coarse Sand In Foundation Upto Plinth Level , Extra For Laterite Masonry In All Sizes In Superstructure From Floor I Level Upto Floor V Level. , Half Brick Masonry Usign Fly Ash Bricks In Cement Mortar 1:3 (1 Cement : 3 Coarse Sand ) With Bricks Of Class Designation 40 Kgs / Cm2. Above Plinth Upto Floor V Level 200 X 95 X 95 , Providing & Laying Cement Concrete 1:2:4 (1 Cement: 2 Coarse Sand: 4 Graded Granitic Or Basaltic Stone Aggregate 20 Mm. Nominal Size) Excluding Cost Of Centering, Shuttering And Finishing In: A) All Work Up To Plinth Level , Providing And Laying In Position Ready Mixed Concrete (Rmc) With Usage Of Ordinary Portland Cement Manufactured In Fully Automatic Batching Plant And Transported To Site Of Work In Transit Mixer For A Lead Upto 10Kms Having Continuous Agitated Mixer, Manufactured As Per Mix Design Of Specified Grade For Reinforced Cement Concrete Work Including Pumping Of R.M.C., From The Transit Mixer To The Site Of Laying, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement Including The Cost Of Admixtures In Recommended Porportions As Per Is : 9103 To Accelerate/Retard Setting Of Concrete, Improve Workability Without Imparing Strength And Durability As Per The Directions Of The Engineerin-Charge. All Works Upto Floor V Level M-30Grade Of Concrete , Providing And Laying Upto Floor Five Level Cement Concrete 1:2:4 (1 Cement: 2 Coarse Sand: 4 Graded Granitic Or Basaltic Stone Aggregate 20 Mm Nominal Size) Including Smooth Finishing To Exposed Surfaces, With Cement Mortar 1:3 (1 Cement: 3 Fine Sand) Including Centering And Shuttering Etc. String Courses, Copings, Bedplates, Anchor Blocks, Plain Window Sills And The Like. , Providing And Laying Upto Floor Five Level Cement Concrete 1:2:4 (1 Cement: 2 Coarse Sand: 4 Graded Granitic Or Basaltic Stone Aggregate 20 Mm Nominal Size) Including Smooth Finishing To Exposed Surfaces, With Cement Mortar 1:3 (1 Cement: 3 Fine Sand) Including Centering And Shuttering Etc. Moulding As In Cornices, Window Sills Etc. Exceeding 15 Cm In Girth. , Centering And Shuttering Including Strutting, Propping, & Removal Of Form For Foundation, Footings, Bases Of Columns , Centering And Shuttering Including Strutting, Propping, & Removal Of Form For Columns, Piers, Pillars, Aburments, Posts And Struts (Square Rectangle Polygon In Plan) , Centering And Shuttering Including Strutting, Propping, & Removal Of Form For Sides And Soffits Of Beams, Beam Haunchings, Cantilever, Girders, Bressumers And Lintels Plinth Beams Not Exceeding 1M In Depth , Centering & Shuttering Including Strutting, Propping & Removal Of Forms For : Suspended Floors, Roofs Landings, Shelves & Their Supports , Centering & Shuttering Including Strutting, Propping & Removal Of Forms For Sloping Or Battering Surface (Slabs, Beams, Louvers, Etc) Including Folded Plates Cornices & Mouldings , Extra To Be Added For Additional Height In Centering, Shuttering Where Ever Required With Adequate Bracing, Propping Etc. Including Cost Of De- Shuttering And De-Centering At All Levels, Over A Height Of 3.5M, For Every Additional Height Of 1M Or Part Thereof. (Plan Area To Be Measured) Suspended Floors, Roofs, Landings, Beams And Balconies (Plan Area To Be Measured) , Providing Tmt Steel Reinforcement Bars Of (Sail, Tata. Vizag, Jsw Steel Ltd.) ) (Confirming To Is 1786 Of 1986) For Reinforced Cement Concrete Work (Conforming To I.S. 1786 Of 1986) Including Bending, Binding & Placing In Position In All The Floors Along With The Factory Made Precast Concrete Cover Blocks Of Specified Sizes Whose Compressive Strength Is Not Less Than That Of Surrounding Concrete In The Structural Member. , Steel Work Welded (Sail, Tata. Vizag & Using Electrodes Of Ador Or Es4b Or Deh Secheron Make Only)In Built Up Sections Trusses And Framed Work Including Cutting, Hoisting, Fixing In Position And Applying Priming Coat Of Red Lead Paint. B) In Tees, Angles, Flats And Channels , Steel Work In Built Up Tubular (Round, Square Or Rectangular Hollow Tubes Etc.) (Square Hollow Section (Shs) Is4923 /Rectangular Hollow Section (Rhs) Is4923/ Circular Hollow Section (Chs) Is1161 Closed Structural Steel Of Approved Make (Min Yeild Stress 310 Mpa)) Trusses Etc., Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer, Including Welding And Bolted With Special Shaped Washers Etc. Complete. , Providing & Fixing Upvc Door Frame Yashashri Make Or Equivalent Made Out Of Upvc Extruded Multi Cavity Frame Of 60 Mm X 60Mm X 2Mm Wall Thickness. Frame Is Reinforced With G.I. Channel & Welded In Corners With Average Weight 0.80 Kg Per Running Mtr. These Frames Are Tested By Using Bs 2782 & Din 53459 Test Methods. , Providing & Fixing 20 Mm Door Shutter Yashashri Make Or Equivalent, Made By Using 20Mm X 155Mm X 1.2Mm Upvc Multi-Cavity Section And Boarder Of 30Mm X 40Mm X 2.5Mm Upvc Multi Cavity Section. The Corners Are Joined By Inserting Polymetric Corners & Hardware Used For Fixing The Door Shutter Is Stainless Steel Hinges & S. S. Handle & S.S. Tower Bolt. The Average Weight Of 20Mm Door Shutter Is 4.60Kg Per Sq Mtr. These Upvc Sections Are Tested By Using Bs 2782 & Din 53459 Test Methods. , Providing And Fixing Bright Finished Brass Door Latch With Necessary Screws Etc Complete 250 X 16 X 5 Mm , Providing & Fixing Bright Finished Stainless Steel Ss 304 Grade Aldrops With Screws Etc. Complete. 250 X 150Mm. All Works Complete As Per The Drawing, Specification And Direction Of The Engineer-In-Charge-In-Charge , Providing And Fixing Stainless Steel D Type Handles With Necessary Screws Etc Complete A) L 300Mm/325Mm X 22 To 25Mm Dia , Providing And Fixing Chromium Plated Brass Butt Hinges With Necessary Screws Etc. Complete 125 X 70 X 4.0Mm (Ordinary Type) , Providing And Fixing Bright Finished Brass Tower Bolts (Barrel Type) With Screws Etc. Complete 200 X 10 Mm , Providing And Fixing Bright Finished Brass Tower Bolts (Barrel Type) With Screws Etc. Complete 150 X 10 Mm , Providing Frp Door Shutters 35Mm Thick With Frame Size In Clear Opening Of 0.75X2.10M Hinges And Screws Complete., , Providing And Fixing Anodized Aluminum Ventilators (Including Frame And Shutter ) With Three Partitions With 5 Mm Thick Approved Clear Float Glass In One Partition, Exhaust Opening In One Partition & 6 Mm Thk Glass Louvers In One Partition With Using Weight And Size Of Section Not Less Then As Specified Or As Shown In Drawing ,Locking Arrangement,Silicon Sealant ,Epdm Gaskets, Including All Aluminum Fixture And Fittings Etc. Complete . All Gaps Between Civil Work And Aluminium Frames Shall Be Sealed And Made Watertight By Applying Silicone Sealant.Rectangular Tube @0.478Kg/M , Providing And And Laying Antiskid Floor Tiles 12 X 12 Upto 16 X 16 In Of Johnson, Somany, Kajaria (Thickness To Be Specified By The Manufacturer) Of 1St Quality Conforming To Is:15622 Of Approved Make In Shades As Specified Laid On 20 Mm Thick Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) Including Pointing The Joints With White Cement And Matching Pigment Etc., Complete A) Dark Shades , Providing And Fixing 1St Quality Ceramic Glazed Wall Tiles (Johnson, Somany, Kajaria )Conforming To Is:15622 (Thickness To Be Specified By The Manufacture Of Approved Make In All Colours, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineer-In-Charge In Skirting, Risers Of Steps And Dados Over 12 Mm Thick Bed Of Cement Mortar 1:3 (1 Cement : 3 Coarse Sand ) And Jointing With Grey Cement Slurry @3.3Kg Per Sq.M Including Pointing In White Cement Mixed With Pigment Of Matching Shade Complete. Wall Ceramic Glazed Tiles : 300 X 600 , Providing And Laying Factory Made Shot Blasted Cement Concrete Interlocking Paver Block Of Minimum M35/M40 Grade Made By Heavy Duty Block Making Machine With Strong Vibratory Compaction And Of Aprpoved Size And Design / Shape Laid In 50 Mm Thick Compacted Bed Of Coarse Sand, Filling The Joints With Coarse Sand, Etc. All Complete As Per The Direction Of Engineer.- In I, Wave, Rectangular, Square Etc. Shapes. The Products Should Comply To Is 15658:2006 And Manfucatured By Iso9001: 2008 Certified Plant. The Shot Blasting Should Be Done Using 0.4-0.5Mm Dia Steel Shots With A Speed Of 3200 Rpm. C) 80 Mm Thick In All Colours Except Grey (M40 Grade) , Providing And Laying Factory Made Shot Blasted Cement Concrete Interlocking Paver Block Of Minimum M35/M40 Grade Made By Heavy Duty Block Making Machine With Strong Vibratory Compaction And Of Aprpoved Size And Design / Shape Laid In 50 Mm Thick Compacted Bed Of Coarse Sand, Filling The Joints With Coarse Sand, Etc. All Complete As Per The Direction Of Engineer.- In I, Wave, Rectangular, Square Etc. Shapes. The Products Should Comply To Is 15658:2006 And Manfucatured By Iso9001: 2008 Certified Plant. The Shot Blasting Should Be Done Using 0.4-0.5Mm Dia Steel Shots With A Speed Of 3200 Rpm.D) 80 Mm Thick In Grey Colour (M40 Grade) , Providing And Laying Factory Made Shot Blasted Cement Concrete Interlocking Paver Block Of Minimum M35/M40 Grade Made By Heavy Duty Block Making Machine With Strong Vibratory Compaction And Of Aprpoved Size And Design / Shape Laid In 50 Mm Thick Compacted Bed Of Coarse Sand, Filling The Joints With Coarse Sand, Etc. All Complete As Per The Direction Of Engineer.- In I, Wave, Rectangular, Square Etc. Shapes. The Products Should Comply To Is 15658:2006 And Manfucatured By Iso9001: 2008 Certified Plant. The Shot Blasting Should Be Done Using 0.4-0.5Mm Dia Steel Shots With A Speed Of 3200 Rpm. 60 Mm Thick In All Colours Except Grey (M35 Grade) , Providing And Laying Factory Made Shot Blasted Cement Concrete Interlocking Paver Block Of Minimum M35/M40 Grade Made By Heavy Duty Block Making Machine With Strong Vibratory Compaction And Of Aprpoved Size And Design / Shape Laid In 50 Mm Thick Compacted Bed Of Coarse Sand, Filling The Joints With Coarse Sand, Etc. All Complete As Per The Direction Of Engineer.- In I, Wave, Rectangular, Square Etc. Shapes. The Products Should Comply To Is 15658:2006 And Manfucatured By Iso9001: 2008 Certified Plant. The Shot Blasting Should Be Done Using 0.4-0.5Mm Dia Steel Shots With A Speed Of 3200 Rpm. 60 Mm Thick In Grey Colour (M35 Grade) , Providing And Fixing 18 Mm Thick Gang Saw Cut, Mirror Polished, Premoulded And Prepolished, Machine Cut For Kitchen Platforms, Vanity Counters, Window Sills, Facias And Similar Locations Of Required Size, Approved Shade, Colour And Texture Laid Over 20 Mm Thick Base Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), Joints Treated With White Cement, Mixed With Matching Pigment, Epoxy Touch Ups, Including Rubbing, Curing, Moulding And Polishing To Edges To Give High Gloss Finish Etc. Complete At All Levels. Granite Of Any Colour And Shade, Area Of Slab Over 0.50 Sqm A) Jet Black , Providing And Laying Polished Granite Stone Flooring, Coping In Required Design And Patterns, In Linear As Well As Curvilinear Portions Of The Building, All Complete As Per The Architectural Drawings, With 18 Mm Thick Stone Slab Over 20 Mm (Average) Thick Base Of Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), Laid And Jointed With Cement Slurry And Pointing With White Cement Slurry Admixed With Pigment Of Matching Shade, Including Rubbing, Curing And Polishing Etc. All Complete As Specified And As Directed By The Engineer-In-Charge. Polished Granite Stone Slab Jet Black, Cherry Red, Elite Brown, Cat Eye Or Equivalent. , Providing 25 Mm Thick Cuddapah Slabs Machine Cut And Polished On Either Side In Partitions Including Making Necessary Grooves In The Wall And Fixing With Cement Mortar, Complete As Directed By The Engineer-In-Charge , Kotah Stone Slab Flooring Over 20 Mm (Average) Thick Base Laid Over & Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab Including Rubbing & Complete With Base Of Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) 20 Mm Thick. , Providing And Laying Flamed Finish Granite Stone Flooring In Required Design And Patterns, In Linear As Well As Curvilinear Portions Of The Building All Complete As Per The Architectural Drawings With 18 Mm Thick Stone Slab Over 20 Mm (Average) Thick Base Of Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) Laid And Jointed With Cement Slurry And Pointing With White Cement Slurry Admixed With Pigment Of Matching Shade Including Rubbing, Curing And Polishing Etc. All Complete As Specified And As Directed By The Engineer : Flamed Finish Granite Stone Slab. Jet Black , Providing And Laying Jet Black Mirror Polish Granite Flooring And Dado Over 20Mm Thick Base Of Cement Mortar 1:4 Laid Over And Jointed With Cement Slurry Including Rubbling Complete Granitic Slab (Jet Blck With Mirror Polish) 20 Mm Thick Add Q0% Wastage 1.00 , Providing & Fixing 18 Mm Thk Flame Finish Granite Tread Tiles In Single Piece In Approved Make And Colour With Rounded Off Nosing, Antiskid Groove Laid On 20 Mm (Average) Thick Bed Of Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) With Neat Cement Slurry Including Pointing With Pigmented Cement Slurry To Match The Shade Of Slab, Cleaning Etc. Complete. , Providing And Fixing Granite Stone Slabs (Mirror Polished) 18Mm Thick In Risers Of Steps, Skirting, Dado And Pillars Laid On Cement Paste And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slabs, Including Rubbing And Polishing Complete , Providing And Laying 300X350x160 Mm Thick Decorative Laterite Stone Flooring (Patradevi Stone) Laid On 20 Mm Thick Base Of Cement Mortar 1:4 ( 1Cement :4 Coarse Sand ) Including Maintaining 150 Mm Strip Between Five Stone For Grassing.Strips To Be Filled With Good Earth For Grassing. All Work Completed As Per Directed By Engineer-In-Charge.( Price Including Stone, Gardening Soil, Fertilizer And Grass Etc. ) , Providing And Fixing Waterproofing Treatment To Sanitary Blocks Consisting Of Layers Of Laterite Stone Coba Of 75 Mm Thick In Cement Mortar 1:2 Sand Witched Between Two Layers Of Cement Mortar 1:4 (20 Mm Thick ) Mixed With Water Proofing Compound, Top Finishing Coat Of Cement Slurry 6 To 12 Mm Thick With Water Proofing Compound Etc. Complete With 32 Mm Dia Pvc Pressure Relief Pipe Of Adequate Length Including Waterproofing Treatment To 750 Mm Height (Maximum) Of Side Wall, And Bottom Surface In Cement Mortar 1:4 With Waterproofing Compound And Covering 10 Years Guarantee On Court Fee Stamp Of Rs. 100 With Ponding Test Including All Lead, Lift Etc. Complete As Directed By Engineer. , Providing And Fixing Colour Coated Galvulium Roofing Sheets Of 0.5Mm Thickness Including All The Accessories (Tata Make) But Excluding The Cost Of Purlins, Rafters, Trusses, Flashings Etc. Complete As Per The Directions Of The Engineer In Charge. , Add For Providing & Fixing Flashings -[Corners, Ridges, Valleys, Gable End & Trims] (Girth Upto 610Mm) Including All The Accessories Complete As Per The Directions Of The Engineer In Charge. , Providing And Fixing Prince Or Equivalent Make Pvc Swr Half Round Eaves Gutter With Bolts, Nuts And Flat Iron Brackets 40 X 3 Mm Size Complete. 140 Mm Nominal Size , Extra For Providing Flat Iron Bracket 50 X 3 Mm Size Instead Of 40 X 3 Mm Size With Necessary Bolts Nuts, Washers Etc. For Fixing A.C. Gutters To Purlins. , Extra For Providing And Fixing Prince Or Equivalent Make Pvc Swr Short Stop Ends For Socketed Half Round Eaves Gutters. 140 Mm Nominal Size , Providing Water Proofing Treatment Over The New Reinforced Cement Concrete Roofs Terrace Toilet By Spreading Cement Slurry Over The Reinforced Cement Concrete Slab And Laying Of 10Cms. Average Laterite Stone Ballast Coba With The Necessary Gradient For Easy Flow Of Rain Water And The Coba In Covered With Damp Proof Of Hindustan Water Proofing Co. Or Equivalent Jointless Water Proofing Plaster Of Mix 1:3 ( 1 Cement : 3 Find Sand), Finished Smooth With Wooden Trowel With False Marking Of 30 Cms Square. The Vertical Surface Of The Adjoining Walls Are To Be Treated Upto A Height Of 30Cms Including Rounding Of Junction (The Rate Includes For Complete Items Including Labour And Materials And Including Cost Of Initial Treatment Of Roof Slab As Follows. The Injunction Of Damp Proof Or Equivalent Compound With Cement Solution Will Be Given As And When Found Necessary For Filling Honey Comb, Cracks Etc. In The Reinforced Cement Concrete Slabs). Note: Cement Consumption 25 Kg/Sq.M. , Providing And Fixing Concrete Roof Tiles Of Monier Brand Elabana Series Over Fabrication Structure As Per Manufacture Guidelines, Including Fixing Tiles In Standard Patterns Or As Specified By The Architect. Colour - Orange , Providing And Fixing Monier Concrete Ridges As Required Over Layer Of Topflex Including All Necessary Fixtures Etc. , Providing And Fixing Monier Barge Tiles As Required Over Layer Of Topflex Including All Necessary Fixtures Etc. , Providing And Fixing Of Flashing Tape Along Wall And Tile Jointes ( Abutment Area ) Including Fixing Of Aluminium Strip Above Flash Including Sealing The Top Edge With Uv Resistant Sealant Etc Complete. , 12Mm Cement Plaster 1:4 (1 Cement : 4 Fine Sand) , 6Mm Cement Plaster To Ceiling 1: 3 (1 Cement : 3 Fine Sand) , 18Mm Cement Plaster In Two Coats Under Layer 12Mm Thick Cement Plaster 1:5 ( 1 Cement : 5 Coarse Sand) And Top Layer 6Mm Thick With Cement Plaster 1: 3 (1 Cement : 3 Coarse Sand) Finished With Sponge. , Extra For Providing And Mixing Water Proofing Material Proportion Recommended By The Manufacturers. (A)12Mm Cement Plaster 1: 3 (1 Cement : 3 Sand) , Extra For Plastering Done On Mouldings, Cornices, Or Arch It Raves Including Neat Finish To Line And Level. In One Coat , Forming & Finishing The 20 Mm Groove In Plastered Surface & Repair The Edges As Per Specifications And Directions Of The Engineer In Charge. , Painting Three Or More Coats With Acryllic Exterior Paint Of Approved Brand And Manufacture (Such As Weather Shield,Apex) Including Applying One Coat Of Cement Primer And One Coat Of Surface Treatment Etc. Complete. , Wall Painting (Two Or More Coats) With Plastic Emulsion Paint Of Approved Brand And Manufacture On New Work To Give An Even Shade. , Painting (Two Or More Coats) With Synthetic Enamel Paint Of Approved Brand And Manufacture In All Shade Or New Work Over And Under Coat Of Suitable Shade With Ordinary Paint Of Approved Brand And Manufacture To Give An Even Shade , Providing And Applying White Cement Based Putty Of Average Thickness 1.00Mm Of Approved Brand And Manufacturer, Over The Plastered Wall Surface To Prepare The Surface Even And Smooth Complete. , Demolishing Laterite Stone Masonry In Cement Mortar Including Stacking Of Serviceable Material & Disposal Of Unserviceable Material Within 50 Mts. Lead. , Dismantling Old Plaster Or Skirting Raking Out Joints And Cleaning The Surface For Plaster Including Disposal Of Rubbish To The Dumping Ground Within 50 Mts. Lead. , Dismantling The Tile Work In Floors And Roofs Laid In Cement Including Stacking Of Materials Within 50 Meters Lead For Thickness Of Tiles 10Mm To 25Mm. , Carting Away Unwanted Excavated Material Such As Soil, Lime, Moorum, Building Rubbish, Laterite Stone, Excavated Earth, Ordinary Rock Etc. From Site Lead Of 5 Km Including All Loading & Unloading Charges ( A ) ( By Mechnaical Automative Transport ) Contractor Should Arrange Land For Dispose Up These Material At His Own Cost Lead Upto 5 Km. , Supplying And Fixing Pre-Cast Cement Concrete Kerb-Stones(Factory Made,The Factory Should Be Iso Certified And Registered Under Dirctorate Of Industries, Govt. Of India) Of M-20 With 20 Mm Nominal Size Granitic/Basaltic Aggregate Properly Consolidated By Mechanical Plat-Form And Vibrators With Smooth Finish Including Fixing At Site Complete As Per Specification. , Supply, Fabrication And Installing In Position Ms Gates Of Required Width And Height Of Including Wicket Gate And Rolling Gate(If Necessary) Of Approved Size Made Of Channels Joists, Angles, Plates, Pipes And Ms Sheets Including Stiffeners, Bracing, Fabricated Hinges, Ms Aldrops Locking Arrangement, Tempered Steel Pivots, Guide Track Of Ms Tee, Ball Bearing Arrangement, Casters Wheels Etc. All Complete As Per Drawing, Specification And As Directed By Engineering In Charge All Complete. The Main Entrance Gate Shall Be Fabricated Out Of Mild Steel Sections Completed With Applying A Priming Coat Of Approved Steel Primer And Two Coats Of Synthetic Enamel Painting. The Structural Steel Works For Gates Shall Include Supply, Fabrication, Transportation, Erection Of Structural Steel Gates Complete With Placing In Position Embedded Parts In Concrete / Brickwork And In Road Surface Including Cutting, Grinding, Drilling Of Holes, Welding And Painting Etc Complete , Constructing Soak Pit 1.20M X 1.20M X1.20M Filled With Laterite Stone Aggregate 125 To 180 Mm Including S.W. Drain Pipe 100 Mm Diameter And 1.2M. Long Complete As Per Standard Design. : , Providing And Fixing Weepholes With Rigid Pvc Make Laid In Position With A Required Slope And Level While Layingpipes Of Approved The Concrete Of Retaining Wall,Wing Wall And Earth Retainig Structure Complete As Directed By The Engineer In Charge A) 110 Mm Dia , Supplying And Fixing Of Precast Reinforced Cement Concrete Slabs(Factory Made,The Factory Should Be Iso Certified And Registered Under Dirctorate Of Industries, Govt. Of India) At Site In Concrete Grade Of M-25 With 20 Mm Nominal Size Granitic Or Basaltic Aggregate, Consolidated By Means Of Mechanical Platform, Vibration Etc. With Lifting Hooks Of M.S. 10Mm Bars And Pvc Cups Including Cost Of Reincforcement, Certificate From Manufacturer Shall Be Produced Indicating Grade Of Concret And Minimum Content Of Steel In The Product Along With 5 Year Free Replacement Warranty In Case Of Breakage Complete And As Directed By Engineer -In -Charge. Size 900 X 400 X 100 Mm With Steel Reinforcement Not Less Than 5.0 Kgs Per Unit -12 T Capacity , Providing & Fixing Below Mentioned Items Made In Fiber (Frp/Grp/ Any Other Material Specified By Vendor) Alongwith Fabricating A Rigid Skeletal Frame Work By Welding Steel Bars/Weld Mesh As Per The Desired Size, Shape And Profile Of The Finished Structure .Finish Should Be Simillar To The Photofeatures Approved By The Architect. Rate Should Be Inclusive Of Scaffolding , Reinforcement Welding, Framework As Per Structural Design. Work Should Be As Per Detail Design & Drawing And Satisfactory Of The Architects. A) Theming Work For Main Entrance Gate In Frp As Per Tender Drawing , Providing & Fixing Below Mentioned Items Made In Fiber (Frp/Grp/ Any Other Material Specified By Vendor) Alongwith Fabricating A Rigid Skeletal Frame Work By Welding Steel Bars/Weld Mesh As Per The Desired Size, Shape And Profile Of The Finished Structure .Finish Should Be Simillar To The Photofeatures Approved By The Architect. Rate Should Be Inclusive Of Scaffolding , Reinforcement Welding, Framework As Per Structural Design. Work Should Be As Per Detail Design & Drawing And Satisfactory Of The Architects. B) Theming Work For Mahadev Big Mural In Frp As Per Tender Drawing , Providing & Fixing Below Mentioned Items Made In Fiber (Frp/Grp/ Any Other Material Specified By Vendor) Alongwith Fabricating A Rigid Skeletal Frame Work By Welding Steel Bars/Weld Mesh As Per The Desired Size, Shape And Profile Of The Finished Structure .Finish Should Be Simillar To The Photofeatures Approved By The Architect. Rate Should Be Inclusive Of Scaffolding , Reinforcement Welding, Framework As Per Structural Design. Work Should Be As Per Detail Design & Drawing And Satisfactory Of The Architects. C) Theming Work For Nandi Kalash In Frp As Per Tender Drawing , Construction Of Deepstambh Of Reinforced Cement Concrete Pillar With Exposed Laterite Masonary Of Octagonal Shape (1500Mm Length Of Each Side And Total Height Of 5500Mm) With Openings For Placing Diya Lamps And Foundation Platform Of Size (1800Mm Length Of Each Side And Height Of 1500Mm) Including Molding,Etc. As Per The Detail Drawings And As Directed By Engineer In Charge. , Supplying And Stacking Of Good Earth ( Garden Soil) At Site Including Royalty And Carriage Upto 1 Km. (Earth Measured In Stacks Will Be Reduced By 20% For Payment). , Rough Dressing The Trenched Ground Including Breaking Clods. , Fine Dressing The Trenched Ground. , Spreading Of Sludge, Dung Manure Or/And Good Earth (Garden Soil) In Required Thickness (Cost Of Sludge, Dung Manure Or/And Good Earth To Be Paid Separately). , Supply At Site Of Work/Store Deoiled Neem Cake Duly Packed In Used Gunny Bags As Per Mort & H Specification 308.2 , Supplying Of Sludge Duly Stacked At Site/Store As Per Mort & H Specification 308.2 , Filling Mixture Of Earth & Sludge Or Manure In The Desired Proportion In Trenches Flooding With Water And Leveling (Cost Of Supplying Earth And Sludge Of Manure And Mixing Excluded). , Providing, Laying And Planting Various Trees & Palms As Listed Below As Per The Mentioned Size (3.0 M To 4 M Ht.) Including Adding Fertilizers As Per Planting Schedule, Manure And Neem Cake Etc. Including Their Maintainance Upto 3 Months During Which The Contractor Is Suppose To Maintain All These In All Respects Such As Watering, Pruning, Spraying Of Pesticides, Fungicides, Insecticides, Adding Fertilisers, Removing Of Weeds As Per Specification And Direction Of The Engineer And Also Replacing With Similar Plants In Case Of Death Of Any Plants. The Plant Will Be Selected And Approved By The Engineer Before Plantation. Bauhinia Purpurea , Providing, Laying And Planting Various Trees & Palms As Listed Below As Per The Mentioned Size (3.0 M To 4 M Ht.) Including Adding Fertilizers As Per Planting Schedule, Manure And Neem Cake Etc. Including Their Maintainance Upto 3 Months During Which The Contractor Is Suppose To Maintain All These In All Respects Such As Watering, Pruning, Spraying Of Pesticides, Fungicides, Insecticides, Adding Fertilisers, Removing Of Weeds As Per Specification And Direction Of The Engineer And Also Replacing With Similar Plants In Case Of Death Of Any Plants. The Plant Will Be Selected And Approved By The Engineer Before Plantation. Thevatia , Providing, Laying And Planting Various Trees & Palms As Listed Below As Per The Mentioned Size (3.0 M To 4 M Ht.) Including Adding Fertilizers As Per Planting Schedule, Manure And Neem Cake Etc. Including Their Maintainance Upto 3 Months During Which The Contractor Is Suppose To Maintain All These In All Respects Such As Watering, Pruning, Spraying Of Pesticides, Fungicides, Insecticides, Adding Fertilisers, Removing Of Weeds As Per Specification And Direction Of The Engineer And Also Replacing With Similar Plants In Case Of Death Of Any Plants. The Plant Will Be Selected And Approved By The Engineer Before Plantation. Peltophorum Pterocarpum , Providing, Laying And Planting Various Trees & Palms As Listed Below As Per The Mentioned Size (3.0 M To 4 M Ht.) Including Adding Fertilizers As Per Planting Schedule, Manure And Neem Cake Etc. Including Their Maintainance Upto 3 Months During Which The Contractor Is Suppose To Maintain All These In All Respects Such As Watering, Pruning, Spraying Of Pesticides, Fungicides, Insecticides, Adding Fertilisers, Removing Of Weeds As Per Specification And Direction Of The Engineer And Also Replacing With Similar Plants In Case Of Death Of Any Plants. The Plant Will Be Selected And Approved By The Engineer Before Plantation. Cordia Sebestena , Providing, Laying And Planting Various Trees & Palms As Listed Below As Per The Mentioned Size (3.0 M To 4 M Ht.) Including Adding Fertilizers As Per Planting Schedule, Manure And Neem Cake Etc. Including Their Maintainance Upto 3 Months During Which The Contractor Is Suppose To Maintain All These In All Respects Such As Watering, Pruning, Spraying Of Pesticides, Fungicides, Insecticides, Adding Fertilisers, Removing Of Weeds As Per Specification And Direction Of The Engineer And Also Replacing With Similar Plants In Case Of Death Of Any Plants. The Plant Will Be Selected And Approved By The Engineer Before Plantation. Neem , Providing, Laying And Planting Various Trees & Palms As Listed Below As Per The Mentioned Size (3.0 M To 4 M Ht.) Including Adding Fertilizers As Per Planting Schedule, Manure And Neem Cake Etc. Including Their Maintainance Upto 3 Months During Which The Contractor Is Suppose To Maintain All These In All Respects Such As Watering, Pruning, Spraying Of Pesticides, Fungicides, Insecticides, Adding Fertilisers, Removing Of Weeds As Per Specification And Direction Of The Engineer And Also Replacing With Similar Plants In Case Of Death Of Any Plants. The Plant Will Be Selected And Approved By The Engineer Before Plantation. Plumeria Rubra , Providing, Laying And Planting Various Trees & Palms As Listed Below As Per The Mentioned Size (3.0 M To 4 M Ht.) Including Adding Fertilizers As Per Planting Schedule, Manure And Neem Cake Etc. Including Their Maintainance Upto 3 Months During Which The Contractor Is Suppose To Maintain All These In All Respects Such As Watering, Pruning, Spraying Of Pesticides, Fungicides, Insecticides, Adding Fertilisers, Removing Of Weeds As Per Specification And Direction Of The Engineer And Also Replacing With Similar Plants In Case Of Death Of Any Plants. The Plant Will Be Selected And Approved By The Engineer Before Plantation. Foxtail Palms , Providing, Laying And Planting Various Trees & Palms As Listed Below As Per The Mentioned Size (3.0 M To 4 M Ht.) Including Adding Fertilizers As Per Planting Schedule, Manure And Neem Cake Etc. Including Their Maintainance Upto 3 Months During Which The Contractor Is Suppose To Maintain All These In All Respects Such As Watering, Pruning, Spraying Of Pesticides, Fungicides, Insecticides, Adding Fertilisers, Removing Of Weeds As Per Specification And Direction Of The Engineer And Also Replacing With Similar Plants In Case Of Death Of Any Plants. The Plant Will Be Selected And Approved By The Engineer Before Plantation. Callistemon (Bottlebrush Tree) , Providing, Laying And Planting Various Trees & Palms As Listed Below As Per The Mentioned Size (3.0 M To 4 M Ht.) Including Adding Fertilizers As Per Planting Schedule, Manure And Neem Cake Etc. Including Their Maintainance Upto 3 Months During Which The Contractor Is Suppose To Maintain All These In All Respects Such As Watering, Pruning, Spraying Of Pesticides, Fungicides, Insecticides, Adding Fertilisers, Removing Of Weeds As Per Specification And Direction Of The Engineer And Also Replacing With Similar Plants In Case Of Death Of Any Plants. The Plant Will Be Selected And Approved By The Engineer Before Plantation. Michelia Champaca , Providing, Laying And Planting Various Trees & Palms As Listed Below As Per The Mentioned Size (3.0 M To 4 M Ht.) Including Adding Fertilizers As Per Planting Schedule, Manure And Neem Cake Etc. Including Their Maintainance Upto 3 Months During Which The Contractor Is Suppose To Maintain All These In All Respects Such As Watering, Pruning, Spraying Of Pesticides, Fungicides, Insecticides, Adding Fertilisers, Removing Of Weeds As Per Specification And Direction Of The Engineer And Also Replacing With Similar Plants In Case Of Death Of Any Plants. The Plant Will Be Selected And Approved By The Engineer Before Plantation. Cassia Fistula , Providing, Laying And Planting Various Trees & Palms As Listed Below As Per The Mentioned Size (3.0 M To 4 M Ht.) Including Adding Fertilizers As Per Planting Schedule, Manure And Neem Cake Etc. Including Their Maintainance Upto 3 Months During Which The Contractor Is Suppose To Maintain All These In All Respects Such As Watering, Pruning, Spraying Of Pesticides, Fungicides, Insecticides, Adding Fertilisers, Removing Of Weeds As Per Specification And Direction Of The Engineer And Also Replacing With Similar Plants In Case Of Death Of Any Plants. The Plant Will Be Selected And Approved By The Engineer Before Plantation. Mimusops Elengi , Plumbing Works , Proving And Fixing White Vitreous China Wall Hung Type (European Type) Water Closet With Seat And Lid With C.I. Brass Hinges And Rubber Fittings With Flush Valve Nelson/ Similar Fully Chromium Plated With Stop Cock, Wall Flanges, Flush Pipe Or Elbow And Vaccum Breaker Coupling Etc. Including Chair Bracket/Rag Bolts, Cutting & Making Good The Walls And Floors Where Required And Concealed Seat Support - W.C. Pan With White Plastic Seat And Lid , Providing And Fixing Hand Shower (Health Faucet) With 8Mm Dia, Abs/Brass Body With Double Lock 1.00M Long Flexible Tube (Brass Plated Stainless Steel Flexible Hose) And Wall Hook Of Approved Quality Confirming To Is Standards. (All Ewc Including Handicap Toilets) , Providing And Fixing Nickel Chrome Plated Copper Alloy Fancy Two Way Bib Cock With Single Knob And Wall Flange Conforming To Is 8931:1993 15Mm Nominal Bore , Providing And Fixing Nickel Chrome Plated Copper Alloy Fancy Long Body Bib Cock With Wall Flange Jaquar Make Or Equivalent. Confirming To Is 8931;1993 For Orissa Pan. 15Mm Nominal Bore , Providing And Fixing White Vitreous China Flat Back Large Lipped Front Urinal Basin Of 590X375x390mm Size With Urinal Valve Auto Closing System With Built In Control Cock & Wall Flange With Fittings, Spreader, R.S. Or C.I. Brackets, Standard Size C.P. Brassl Flush Pipe And Spreaders With C. P. Brass Unions & C. P. Brass Clamps With Waste Fitting As Per Is 2556, Pvc Trap With Outlet Grating And Other Couplings In Cp Brass Complete, Including Painting, Fittings, Cutting And Making Good The Walls And Floors Where Required. - Range Of One Urinal Basin , Providing And Fixing Vitreous China Wash Basin With Rs Or C.I. Brackets Painted White, 15 Mm C.P. Brass Pillar Taps C.P. Brass Chain With Rubber Plug 32 Mm C.P. Brass Waste Of Pattern, 32 Mm Diameter M.I. Or C.P. Brass Trap And Union Complete, Flat Back Wash Basin Size 550 X 400Mm With A Single 15 Mm C.P. Brass Pillar Taps. , Providing And Fixing Nickel Chrome Plated Copper Alloy Fancy Bottle Trap Economy Type 32Mm Jaquar Make Or Equivalent. Confirming To Is 8931;1993 , Providing & Fixing Liquid Soap Container With C. P. Brass Lid And Brackets Fixed To Wooden Cleats With C. P. Brass Screws Plastic Container , Providing And Fixing Nahani Trap Of Rigid Pvc (Approved Make) For S.W.R. Pipes Including Lubricating Etc. Complete, Without Door : 110Mm , Providing And Fixing Nahani Trap Of Rigid Pvc (Approved Make) For S.W.R. Pipes Including Lubricating Etc. Complete, Without Door : 75Mm , Providing And Fixing Rigid Pvc S.W. R. (Soil, Waste And Rain Water Drainage Pipes Of Approved Make Including Lubricant Etc. Complete (Single/Double) Socket-Ed : 110Mm Dia , Providing And Fixing Rigid Pvc S.W. R. (Soil, Waste And Rain Water Drainage Pipes Of Approved Make Including Lubricant Etc. Complete (Single/Double) Socket-Ed : 75Mm Dia , Providing And Fixing Rigid Pvc Bend Of Required Degree (Of Approved Make) For S.W.R. Drainage Pipes Of Approved Including Lubricating. 110Mm , Providing And Fixing Rigid Pvc Bend Of Required Degree (Of Approved Make) For S.W.R. Drainage Pipes Of Approved Including Lubricating. 75Mm , Providing And Fixing Rigid Pvc Bend (Approved Make ) For S.W.R. Pipes Including Lubricating Etc Complete Bend With Door : 110Mm , Providing And Fixing Rigid Pvc Bend (Approved Make ) For S.W.R. Pipes Including Lubricating Etc Complete Bend With Door : 75 Mm , Providing And Fixing Single Tee Of Rigid Pvc (Approved Make ) For S.W.R. Pipes Including Lubricating Etc Complete, With Door : 110Mm , Providing And Fixing Single Tee Of Rigid Pvc (Approved Make ) For S.W.R. Pipes Including Lubricating Etc Complete, With Door : 75 Mm , Providing And Fixing R.P.V.C. Vent Cowl: 110Mm , Constructing Brick Masonry Manhole Or Inspection Chamber With Second Class Bricks In Cement Mortar 1:5 (1 Cement :5 Fine Sand) Reinforced Cement Concrete Top Slab With 1:2:4 Mix (1 Cement: 2 Coarse Sand ;4 Graded Stone Aggregate 20Mm Nominal Size Foundation Concrete 1:2:4 Mix (1 Cement ;2 Coarse Sand :4 Graded Stone Agrregate 40Mm Nominal Size) Inside Plastering 12 Mm Thick With Cement Mortar 1:3 (1 Cement :3 Coarse Sand) Finished With A Floating Coat Of Neat Cemetn And Making Channels In Cement Concrete 1:2:4 Mix (1 Cement :2 Coarse Sand :4 Graded Stone Aggregate 20 Mm Nominal Size) Neatly Finished Complete As Per Standard Design. Inside Size 90 X80 Cm And 45 Cm Deep Including C.I. Cover With Frame (Light Duty) 455 X610mm Internal Dimensions Total Weight Of Cover Ad Frame To Be Not Less Than 38 Kg. (Weight Of Cover 23 Kg. ) , Providing And Fixing Square Mouth S.W. Gully Trap Grade A Complete With C.I. Grating Brick Masonry Chamber And Water Tight C.I. Cover With Frame Of 300 X 300 Mm Size (Inside The Weight Of The Cover To Be Not Less Than 4.53 Kg.) And Frame To Be Not Less Than 2.72 Kg As Per Standard Design:. 150 X 100 Mm Size P Or S Type , Providing And Fixing Astm Upvc Pipe, Conforming To Astm 2467 With Iso 14001, Including All Upvc Plain & Brass Threaded Fittings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fittings With One Step Upvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Engineer. Internal Work - Exposed On Wall. Sch-40(Blue)/(White) 25Mm Outer Dia. , Providing And Fixing Astm Upvc Pipe, Conforming To Astm 2467 With Iso 14001, Including All Upvc Plain & Brass Threaded Fittings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fittings With One Step Upvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Engineer. Internal Work - Exposed On Wall. Sch-40(Blue)/(White) 32Mm Outer Dia. , Providing And Fixing Astm Upvc Pipe, Conforming To Astm 2467 With Iso 14001, Including All Upvc Plain & Brass Threaded Fittings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fittings With One Step Upvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Engineer. Internal Work - Exposed On Wall. Sch-40(Blue)/(White) 50Mm Outer Dia , Providing And Fixing Astm Upvc Pipe, Conforming To Astm 2467 With Iso 14001, Including All Upvc Plain & Brass Threaded Fittings, Including Jointing Of Pipes & Fittings With One Step Upvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineer. External Work.Sch-40(Blue)/(White) 25Mm Outer Dia. , Providing And Fixing Astm Upvc Pipe, Conforming To Astm 2467 With Iso 14001, Including All Upvc Plain & Brass Threaded Fittings, Including Jointing Of Pipes & Fittings With One Step Upvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineer. External Work.Sch-40(Blue)/(White) 50Mm Outer Dia , Providing And Fixing Non-Return Valve Of Approved Quality : 40 Mm Nominal Bore , Providing And Fixing Ball Valve ( Brass ) Of Approved Quality Low Pressure With Copper Floats 25 Mm Nominal Bore , Providing And Fixing Brass Full Way Valve (Heavy) Duty With Wheel Of Approved Quality : 20 Mm Nominal Bore , Providing And Fixing Brass Full Way Valve (Heavy) Duty With Wheel Of Approved Quality : 25Mm Outer Dia. , Providing And Fixing Chlorinated Ployvinyl Chloride (Cpvc) Pipes Confirming To Is:15778, Having Thermal Stability For Hot And Cold Water Supply Including All Cpvc Plain And Brass Threaded Fittings Including Fixing The Pipes With Clamps At 1 Mt. Spacing. This Includes Jointing Of Pipes And Fittings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of The Engineer-In-Charge. Concealed Work (Medium Duty Sdr 13.5 Pipe) Including Cutting Chases And Making Good The Walls Etc 15 Mm , Providing And Fixing Chlorinated Ployvinyl Chloride (Cpvc) Pipes Confirming To Is:15778, Having Thermal Stability For Hot And Cold Water Supply Including All Cpvc Plain And Brass Threaded Fittings Including Fixing The Pipes With Clamps At 1 Mt. Spacing. This Includes Jointing Of Pipes And Fittings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of The Engineer-In-Charge. Concealed Work (Medium Duty Sdr 13.5 Pipe) Including Cutting Chases And Making Good The Walls Etc 20 Mm , Providing And Fixing Chlorinated Ployvinyl Chloride (Cpvc) Pipes Confirming To Is:15778, Having Thermal Stability For Hot And Cold Water Supply Including All Cpvc Plain And Brass Threaded Fittings Including Fixing The Pipes With Clamps At 1 Mt. Spacing. This Includes Jointing Of Pipes And Fittings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of The Engineer-In-Charge. Concealed Work (Medium Duty Sdr 13.5 Pipe) Including Cutting Chases And Making Good The Walls Etc25 Mm , Providing At Store Or Site Work Non-Pressure Reinforced Cement Concrete Pipes Of With Collar Joints Conforming To Is:458-2003 Revised As Per Amendment No.11 , Including Freight, Carting, Loading, Unloading, Stacking Etc. Complete 150 Mm , Conveying Carefully From Stack At Site, 250M From Both Sides Rolling And Lowering Into Trenches, Laying And Jointing True To Line And Level, Reinforced Cement Concrete Spun Pressure And Non Pressure Pipes Of Various Classes, Specials Including Collar And Perfect Linking Of Joint With Jack To Correct Position Including Cost Of Jointing Material In Cement Mortar 1:2, Necessary Hydraulic Testing, Curing Of Cement Mortar Etc. Complete. 150 Mm , Providing And Fixing Angular Stop Cock With Wall Flangue - Jaquar Make. Florentine (Flr-5053N) 15Mm Of Approved Quality. , Providing And Placing On Terrace Roof Of Floor Two (1St Flor Roof Single Piece Rotational Moulded Polythene Water Storage Tank Having I S I Mark And Conforming To I S 12701; 1996 1000 Lit. Capacity , Supply Of Inferential, Dry Dial, Type Domestic Water Meter,Suitable For Horizontal Installation, Duly, Sealed Against Tampering With Couplings At Both Ends Having Pulse Output Facility Compatable For Automatic Reading System ,Conforming To Is:779-1974 And Iso 4064-2005 Standards And Bearing Eec/Mid/Oiml Mark, (With Latest Amendments)Along With Test Certificate From Fcri/Nabl As Desired By The Department.25 Mm , Fixing Water Meter & Stop Cock In G. I. Pipe Line Including Cutting & Treading The Pipe And Making Long Screw Etc. Complete (Cost Of Water Meter And Stop Cock To Be Paid Separately) , Providing And Fixing Brass Bib Cock (Heavy) Of Approved Quality : 15 Mm Nominal Bore , Electrical Works , Supply ,Installation,Testing & Commisioning Of 3 M High Galvanised Decorative Conical Step Pole With Decorative Light Single Bracket Made From 40 Mm. Dia ‘B Class G.I. Pipe, 0.6 To 1M. In Length Along With Pole Cap Of 300Mm / Suitable Length And 80 Mm /Suitable Dia.(Suitable To Pole Top) Duly Welded With Provided Leads, And With Foundation Bolts Having Bottom Dia. From 105 To 141 Mm, Top Dia. From 65 To 77 Mm Complete With All Required Accessories Like Junction Box With 15A Input Output Connectors , 0.5 - 6 A C Curve Sp Mcb For Suitable For Each Light Fittings 3 Core 2.5 Sq. Mm Cu Flex. Cable For Light Fitting From Junction Box To Light Fittings And Its Termination Of Cables Should Be Made Using With Proper Lugs ,Pole Will Be Painted With P U Paint As Per Gtdc Color Choice .Etc.Make-Havells, Reytek, Suncity, La Luminie As Required As Directed By The Engineer In-Charge. , Supply,Installation,Testing,Commisioning Of 40W Decorative Luminaire Made Of Spun Aluminium Body With Pressure Die-Cast Heat Management (Pdchm) And The Ip65 Optical Compartment With High Power Led/S Is Comprised Of A Deep Drawn Chemically Polished And Co-Extruded, Thermoformed Polycarbonate Protector Stabilized Agent Uv Rays Suitable For 40W Led. Fitting Should Be Suspended Mounting Type Fixture. System Wattage:40W Led, Protection Class:Ip65, Driver Integral: Constant Current, Input Voltage: 230-240 Vac, Frequency: 50-60Hz, Operating Voltage:120- 277Vac, Operating Temperature: 0Deg To +50Deg C, Single Phase Ac Supply. Led Lumens: @120Lm/W 4800Lm, Cri(Ra):80, Led Colour Temperature: 3000 To 5700K, Life Span:59,000 Hours,, Physical Body: Die Cast Aluminium Base, Body Spun Aluminium, Diffuser: Convex Type Translucent / V Translucent Polycarbonate Glass, Mounting: Suitable For 48Mm Od Pipe, Finish: Powder Coated Black, Driver Power Factor:0.95, Thd:7.8%,Surge Protection: 4Kv, Efficiency:87%. Fitting Should Have Inbuilt Driver With Efficiency 0.9 And Having Surge Protection Device Of 4Kv And External Surge Protection Device Of 10Kv. Ip65 And Lm79-2019 Report To Be Provided. Make: Havells, Reytek, Suncity, La Luminie As Required As Directed By The Engineer In-Charge. , Supply,Installation,Testing,Commisioning Of Architectural Pole Of 6Mtr Height Single Arm Made Of Galvanised Iron Sections Of 140Mm & 76Mm Dia. Wind Speed Considered In Design 50M/S, Is 875: Part - 3 :1987 .Material For Tubes Steel Of Grade Yst 210. Material For Base Plate Steel Of Grade E250 To Is 2062 ; 2011. The Bracket Will Be Provided With Reducer/Expander For Holding The Suspended Type Fixture On To The Main Pole With All Arrangements Having Position Perpendicular To The Ground. The Bracket Shall Be Single Arm On 6Mtr With A Span Of 1000Mm. The Bracket Top Shall Be Covered With Frp Cap To Enclose The Pipe. The Pole Will Be Placed With A Aluminium Embellishments On The Bottom & Middle Section For Aesthetic & Decorative Purpose. The Pole Will Be Provided With An Inbuilt Ip 65/66 Junction Box To Fix 32Amp Connectors & 6Amp Mcb Inside The Cut Window Of The Bottom Pipe The In Built Box Should Have A Flush Door Of Suitable Size. The Decorative Pole Will Be Mounted On A Square Base Plate Of Size 250 X 250Mm Having 12Mm Thickness. The Mounting Steel Plate Along With Hot Dip Galvanised Foundation Bolts Of Size M16 X 600Mm To Be Used For Ensuring Firm Grouting In The Specially Designed /Provided Reinforced Cement Concrete Foundation. The Galvanised Pole Should Be Painted In 3 Layer Coating (Coating Thickness Should Be More Than 50 Microns Minimum) In Which 1St Layer With Etch Primer, 2Nd Layer With Epoxy Zinc Primer & 3Rd Final Layer With Pu Paint Of Matt Black On Pole And Golden On Aluminium Embellishment Or As Per Gtdc .Make-Havells, Reytek, Suncity, La Luminie As Required As Directed By The Engineer In-Charge. , Supply,Installation,Testing,Commisioning Of 60 To 70W Decorative Luminaire Made Of Spun Aluminium Body With Pressure Die-Cast Heat Management (Pdchm) And The Ip65 Optical Compartment With High Power Led/S Is Comprised Of A Deep Drawn Chemically Polished And Co-Extruded, Thermoformed Polycarbonate Protector Stabilized Agent Uv Rays Suitable For 70W Led. Fitting Should Be Suspended Mounting Type Fixture. System Wattage:70W Led, Protection Class:Ip65, Driver Integral: Constant Current, Input Voltage: 230-240 Vac, Frequency: 50-60Hz, Operating Voltage:120- 277Vac, Operating Temperature: 0Deg To +50Deg C, Single Phase Ac Supply. Led Lumens: @120Lm/W 8400Lm, Cri(Ra):80, Led Colour Temperature: 3000K, Life Span:59,000 Hours,, Physical Body: Die Cast Aluminium Base, Body Spun Aluminium, Diffuser: Convex Type Translucent / V Translucent Polycarbonate Glass, Mounting: Suitable For 48Mm Od Pipe, Finish: Powder Coated Black, Driver Power Factor:0.95, Thd:7.8%,Surge Protection: 4Kv, Efficiency:87%. Fitting Should Have Inbuilt Driver With Efficiency 0.9 And Having Surge Protection Device Of 4Kv And External Surge Protection Device Of 10Kv. Ip65 And Lm79-2019 Report To Be Provided. Make: Havells, Reytek, Suncity, La Luminie As Required As Directed By The Engineer In-Charge. , Supply ,Installation,Testing & Commisioning Of Architectural Designed Pole Of 3Mtr Height Post Top Pole Made Of Galvanised Iron Sections Of 114Mm & 60Mm Dia. This Architecturally Designed Pole Is Structurally Sound. Windspeed Considered Should Be As Per Is875:Part 3:1987 ,Material For Tubes Steel Of Grade Yst210.,Material For Base Plate Steel Of Grade E250 To Is2062; 2011. The Pole Will Be Provided With An Inbuilt Junction Box To Fix 16-32Amp Connectors & 6-16Amp Mcb Inside The Cut Window Of The Bottom Pipe The Inbuilt Box Should Have A Flush Door Of Suitable Size With Allenkey Locking On Bothside. The Decorative Pole Will Be Mounted On A Square Base Plate Of Size 200X200mm Having 10Mm Thickness. The Base Plate Shall Have 4 Hole Suitable For M16/450 Foundation Bolts . The Galvanized Zinc Coat Should Not Be Less Than 65+/ 10Microns. The Galvanised Pole Should Be Painted In 3Layer Coating (Coating Thickness Should Not Be Than 80Microns Minimum) In Which 1St Layer With Etch Primer, 2Nd Layer With Epoxy Zinc Primer & 3Rd Final Layer With Pu Paint With Overall 100 +/- 10 Microns. Make: Havells, Reytek, Suncity, La Luminie As Required As Directed By The Engineer In-Charge. , Supply ,Installation,Testing & Commisioning Of 40-50W Decorative Luminaire Made Of Spun Aluminium Body With Pressure Die-Cast Heat Management (Pdchm) And The Ip65 Optical Compartment With High Power Led/S Is Comprised Of Polished And Co-Extruded, Thermoformed Polycarbonate Protector Stabilized Agent Uv Rays Suitable For 40-45W Led. Fitting Shall Be Post Top Mounting Type Fixture. System Wattage: 40-45W Led, Protection Class:Ip65, Driver Integral: Constant Current, Input Voltage: 230-240 Vac, Frequency: 50-60Hz, Operating Voltage:120- 277Vac, Operating Temperature: 0Deg To +50Deg C, Single Phase Ac Supply, Led Lumens:6000Lm, Cri(Ra):80, Led Colour Temperature: 4000K, Life Span:60,000 Hours,, Physical Body: Die Cast Aluminium Base, Body Spun Aluminium, Diffuser: Convex Type Translucent / V Translucent Polycarbonate Glass, Mounting: Suitable For 48Mm Od Pipe, Finish: Powder Coated Black, Driver Power Factor:0.95, Thd:7.8%,Surge Protection: 4Kv, Efficiency:87%. Fitting Should Have Inbuilt Driver And Having Surge Protection Device Of 4Kv And External Surge Protection Device Of 10Kv . Lm79-2019 Report To Be Provided. Make: Havells, Reytek, Suncity, La Luminie As Required As Directed By The Engineer In-Charge. , Supply ,Installation Of Tree Uplighter With Spike,9W Led Lamp Complete With Ip66, 24Vdc, Suitable Watts Driver / Power Supply (If Any), Connecting Wire,.Complete With All Accessories And Coated With Epoxy Zinc Phosphate Primer And Finished Using Environmentally Stable Polyurethane Based Paint .Make:- Havells,Reytek,Philips,Crompton,Leksa, La Luminaire, Wipro, Atilite, Nice. As Required As Directed By The Engineer In-Charge. , Supplying And Erecting Bulk Head Led Fitting Max. 10-12W With High Transitivity Diffuser With System Lumens Output Of Min. 1100 Lumens, Min. Efficacy Of 110 Lumen/W, Cri80, Cct Upto 6500K, Beam Angle Of 120 Deg., Pf=0.95, Operating Range Of 140-260V, In Built Surge Protection Of 2.5 Kv, Life Class Of 50,000 Hrs At L70b50, Ip66, Ik09 Rated Including Driver Ip66, Ik09 Rated On Provided Pvc Block / Wooden Board With Accessories Complete. , Supply Of 3 Core Unarmoured Pvc/Xlpe Insulated, Pvc Sheathed Copper Conductor Cable Of 1.1 Kv Grade With Isi Mark Conforming To Is:1554(Part I) ,Is:7098(Part I) With Latest Amendments Of Following Size. 3 Core 2.5 Sq.Mm , Supply Of 3 Core Armoured Pvc/Xlpe Insulated, Pvc Sheathed Copper Conductor Cable Of 1.1 Kv Grade With Isi Mark Conforming To Is:1554(Part I) ,Is:7098(Part I) With Latest Amendments Of Following Size. 3 Core 4 Sq.Mm , Supply Of 4 Core Armoured Pvc/Xlpe Insulated, Pvc Sheathed Copper Conductor Cable Of 1.1 Kv Grade With Isi Mark Conforming To Is:1554(Part I) ,Is:7098(Part I) With Latest Amendments Of Following Size. 4 Core 4 Sq.Mm , Supply Of 3 1/2 Core Armoured Pvc/Xlpe Insulated, Pvc Sheathed Aluminium Conductor Cable Of 1.1 Kv Grade With Isi Mark Conforming To Is:1554(Part I) ,Is:7098(Part I) With Latest Amendments Of Following Size. 3 1/2 Core 35 Sq.Mm , Supply Of 3 Core Armoured Pvc/Xlpe Insulated, Pvc Sheathed Aluminium Conductor Cable Of 1.1 Kv Grade With Isi Mark Conforming To Is:1554(Part I) ,Is:7098(Part I) With Latest Amendments Of Following Size. 3 Core 16 Sq.Mm , Laying Of One Number Pvc Insulated And Pvc Sheathed/Xlpe Power Cable Of 1.1 Kv Grade Of Size Not Exceeding 25 Sq.Mm In The Existing Rcc/Hume/Stoneware Metal Pipe, Etc. Complete As Required , Laying Of One Number Pvc Insulated And Pvc Sheathed/Xlpe Power Cable Of 1.1 Kv Grade Of Size Not Exceeding 25 Sq.Mm Direct In Ground Including Excavation In The Form Of A Trench As Per Cable Trench Drawing Provided By The Engineer-Incharge,Sand Cushioning With Screened Sand Bed Of 20Mm Thick , Protective Covering With Bricks Placed Breadth-Wise On Top Of Cable All Over The Run( The Brick Protection Shall Cover The Cable And Project Atleast 5 Cms Over The Sides Of The Cable) And Backfilling The Excavated Earth Without Stones Or Hard Material And Making The Surface Proper With 15 Cm Crown On The Top Complete As Required. A) In Soily Strata , Laying Of One Number Pvc Insulated And Pvc Sheathed/Xlpe Power Cable Of 1.1 Kv Grade Of Size Exceeding 25 Sq.Mm But Not Exceeding 120 Sq.Mm Direct In Ground Including Excavation In The Form Of A Trench As Per Cable Trench Drawing Provided By The Engineer-Incharge,Sand Cushioning With Screened Sand Bed Of 20Mm Thick , Protective Covering With Bricks Placed Breadth-Wise On Top Of Cable All Over The Run( The Brick Protection Shall Cover The Cable And Project Atleast 5 Cms Over The Sides Of The Cable) And Backfilling The Excavated Earth Without Stones Or Hard Material And Making The Surface Proper With 15 Cm Crown On The Top Complete As Required. (A) In Soily Strata , Laying Of One Number Additional Pvc Insulated And Pvc Sheathed/Xlpe Power Cable Of 1.1 Kv Grade Of Size Not Exceeding 25 Sq.Mm Direct In Ground In The Same Trench In One Tier Horizontal Formation Including Excavation In The Form Of A Trench As Per Cable Trench Drawing Provided By The Engineer-Incharge,Sand Cushioning With Screened Sand Bed Of 20Mm Thick , Protective Covering With Bricks Placed Breadth-Wise On Top Of Cable All Over The Run( The Brick Protection Shall Cover The Cable And Project Atleast 5 Cms Over The Sides Of The Cable) And Backfilling The Excavated Earth Without Stones Or Hard Material And Making The Surface Proper With 15 Cm Crown On The Top Complete As Required. A) In Soily Strata , Laying Of One Number Pvc Insulated And Pvc Sheathed/Xlpe Power Cable Of 1.1 Kv Grade Of Size Not Exceeding 25 Sq.Mm On Surface, Etc. Complete As Required , Construction Of Manhole Rectangular In Shape Including Cement Concrete 1:3:6 (1 Cement:3 Coarse Sand:6 Graded Stone Aggregate 20Mm Nominal Size) Foundation Thickness Of Concrete 20Cms And Offset 10Cms On Both Sides And First Class Brick Work With Bricks Class Designation 100Kg/Sq.Cm (Wire Cut Bricks) Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) 23Cms Thick Including Providing & Fixing Ci Footrests Confirming To Is 5445/69 Or Revised And Whose Weight Shall Not Be Less Than 5.30Kgs Including Fixing In Man-Hole At 30Cm C / C In 20X 20X10cm Cement Concrete Block 1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20Mm Nominal Size) And 12Mm Thick Plaster Inside And Outside With Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) Including Adding Waterproofing Compound Of Approved Brand In Cement Mortar With A Floating Coat Of Neat Cement And Making Channel In Cement Concrete 1:2:4 (1 Cement :2 Coarse Sand : 4 Graded Stone Aggregate 20M Nominal Size) Neatly Finished Complete As Per Standard Design. Iii) Inside Size 0.60X0.60M And 0.60M Deep (With Medium Duty Di Manhole Cover & Frame Of Size 0.60X 0.60M Weighing 90Kgs ) Including Fixing With Cement Concrete 1:2:4 ( 1 Cement :2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size And Applying The Frame & Cover With Coal Tar.(Refer Quantity In Drawings) , Providing At Store Or Site Work Non-Pressure Reinforced Cement Concrete Pipes Of With Collar Joints Conforming To Is:458-2003 Revised As Per Amendment No.11 , Including Freight, Carting, Loading, Unloading, Stacking Etc. Complete. C) 150 Mm Dia.Np2 Class , Supplying And Making Cable End Terminations With Brass Compression Gland And Copper Lugs For Folowing Sizes Of 3 Core Pvc Insulated Pvc Sheathed/Xlpe Aluminium Conductor Cable Of 1.1 Kv Grade, Complete As Required. 3 X 1.5/2.5 Sq. Mm. , Supplying And Making Cable End Terminations With Brass Compression Gland And Copper Lugs For Folowing Sizes Of 3 Core Pvc Insulated Pvc Sheathed/Xlpe Aluminium Conductor Cable Of 1.1 Kv Grade, Complete As Required. 3 X 4 Sq. Mm. , Supplying And Making Cable End Terminations With Brass Compression Gland And Copper Lugs For Folowing Sizes Of 4 Core Pvc Insulated Pvc Sheathed/Xlpe Aluminium Conductor Cable Of 1.1 Kv Grade, Complete As Required. 4 X 4 Sq. Mm. , Supplying And Making Cable End Terminations With Brass Compression Gland And Aluminium Lugs For Folowing Sizes Of 3 1/2 Core Pvc Insulated Pvc Sheathed/Xlpe Aluminium Conductor Cable Of 1.1 Kv Grade, Complete As Required. 3 1/2 X 35 Sq. Mm. , Supplying And Making Cable End Terminations With Brass Compression Gland And Aluminium Lugs For Folowing Sizes Of 3 Core Pvc Insulated Pvc Sheathed/Xlpe Aluminium Conductor Cable Of 1.1 Kv Grade, Complete As Required. 3 X 16 Sq. Mm. , Supply Installation, Testing And Commissioning Of Following All Outdoor Feeder Pillar-1/Panels Comprising Below Points. 1)-Panels Shall Be Fabricated Out Of 16/14 Swg Crca Sheet Steel, With Necessory Structural Supports In Form Of Structural Steel Sections. 2)-Floor Mounted (Include Stand), Ip-55 Degree Protection, Bottom Or Top Bus Duct Or Cable Entry As Per The Case & Bottom Cable Exit Steel, 2Mm Frame, 1.6 Mm Compartments & Tank Process Treated & 2- Times Epoxy Painted. 3)-Proper Gland Size Holes To Be Provided By The Manufacturer With Proper Sticker And Danger Sign On All Sides Of Panel. 4)-Current Density- 1.2 Ampere/1 Sq.Mm (Is-8623 For Factory Built Assembly). 5)- Earthing Terminal At Both End. 6)-Paint-- Exterior Enclosure Tank Process Treated & 1 Coat Of Epoxy Painted And 2 Coat Of Siemens Grey As Per Shade Ral7032 With Pu Paint For Exterior And Black For Base Frame , Everywhere Maintaining Micron Upto 75. 7)All Starters Are According To Type-Ii Cordination .8)Any Other Related Details As Per Engineer Incharge. Refer Single Line Diagram. Note : Excluding Stabiliser & Energy Meter Cost.Main Incomer - 25 To 100 A Tpn Mccb,Thermal Magnetic ,25Ka -2 Nos.4 Pole Power Contactor 16A To 25 A ,415V -2 Nos.Programmable Digital Almanac Astro Timer Switch With 10 Hrs Battery Backup -2 Nos. Outgoing - 6 A To 32 A, C Series Sp Mcb , 10 Ka-15 Nos. 6 A To 32 A, C Series Tp Mcb , 10 Ka -5 Nos.And Miscellaneous Items, Wire,Selector Switch , Cable Terminal Blocks Etc. Space Provision Only For 3 Phase Meter(300 X 400 ,Lxh) And 3 Phase Stabiliser . , Supply, Installation, Testing And Commissioning Of Electronic Type Three Phase Energy Meter (Kwh), 4 Wire, Isi Marked, In Polycarbonate Or Sgheet Steel Body ( Base Mounting Type) With Counter Display/Lcd Display, With Elt, In Class 1.0, 50 Hz, 240 V. Ac Duly Tested By Mrt Along With Test Certificates, Complete As Required Of Following Capacity Of Make L & T Only. (A) 5 To 20 A , Supply Of 3 Kva 3 Nos. Voltage Stabilizer ,Input Voltage Range (V ) =90-300 V ,Output Voltage (V ) =240 V ,Output Voltage Regulation = 1% Of Nominal Output Voltage,Automatics High & Low Voltage Cut Off Input And Out Put Voltage Circuit Protections, Single Phasing Preventer/Phase Reversal Protection,Over Load & Short Circuit Protection(Use Mcb),Independent Phase Control,Lcd /Led Display For Regulations Mode ,Bypass Mode & Fault Conditions,Automatic Bypass: A Fault Conditions,Protection Class : Ip 20 ,Ambient Temperature : 0 To 45 Degree Celsius ,Wave Form Distortion: Pure Sine Wave. , Supplying And Fixing Following Way Spn Sheet Steel Mcb Distribution Board Consumer Unit 240 V On Surface/ Recess Complete With Tinned Copper Busbar Neutral Busbar Earth Bar Dinnbar Hinged Front Acrylic Cover For The Mcb Knobs Detachable Gland Plate Interconnections Phosphotized And Powder Painted Including Earthing Etc. As Required ( But Without Mcb/Rccb/Isolator) (B) 2 + 8 Way Cat A , Supplying And Fixing 6 A To 32 A, C Series Mcb Suitable For Lighting And Other Loads Of Following Poles In The Existing Mcb Db Complete With Connections Testing And Commissioning Etc As Required. A) Sp, Cat A , Supplying And Fixing 6 A To 32 A, C Series Mcb Suitable For Lighting And Other Loads Of Following Poles In The Existing Mcb Db Complete With Connections Testing And Commissioning Etc As Required. B) Dp, Cat A , Supplying And Fixing Following Rating Double Pole (Single Pole And Neutral) 240 V Rccb Having A Sensitivity Current Upto 300Ma In The Existing Mcb Db Complete With Connections Testing And Commissioning Etc As Required (A) 25 A, Cat A , Supplying And Fixing Sp Blanking Plate In The Existing Mcb Db Complete As Required. , Supply , Installation , Testing And Commissioning Of Cable Junction Boxes Ip 66/67 Weather Proof(Size -155 X 210 X 92 (Lxbxh)Mm + Cable Termination Upto 16 Sqmm Size.), For Outdoor Installation(With Knockouts For Cable Entry) With All Accessories. Make: Hensel ,Neptune As Required As Directed By The Engineer In-Charge , Earthing With Gi Earth Pipe 2 Mts Long 40 Mm Dia Medium Class With Isi Mark, Of Approved Brands Including Accessories And Providing Masonry Enclosure With Ci/Rcc Cover Having Locking /Lifting Arrangement And Watering Pipe Etc. (But Without Charcoal Or Coke And Salt) As Required As Per The Earthing Drawing Provided By The Engineer-Incharge.The Scope Of Work Includes The Following: A) Excavation Of Pit Of Size Not Less Than 1.0X1.0X 2.0 Mtrs(Min) And Disposal Of Excavated Soil. B) Class B Gi Pipe, 40Mm Diameter As Per Specifications. C) Charcoal/Salt As Per Specs ( Paid Seperately). D) Refilling The Pit Of Size Not Less Than 1.0X1.0X 2.0 Mtrs(Min) With Soft Black Soil Of Minimum Resistivity I/C Transportation. E)Masonary Chamber With Proper Foundation, Cover Plate And Locking Arrangement. F) Testing Of Earth Value With Earth Megger And Certifications Of Its Value. Aluminium Tag With Embossed Earthing Value To Be Attached To The Pipe . G)Watering Arrangement(Plumbing Will Be Paid Seperately). (B) In Rocky Strata , Earthing With Gi Earth Plate 600 Mm X 600 Mm X 6 Mm Thick Including Accessories And Providing Masonry Enclosure With Ci/Rcc Cover Having Locking/Lifting Arrangement And Watering Pipe Etc. (But Without Charcoal Or Coke And Salt) As Required As Per The Earthing Drawing Provided By The Engineer-Incharge.The Scope Of Work Includes The Following: A) Excavation Of Pit Of Size 1.0X1.0X 3.0 Mtrs(Min) And Disposal Of Excavated Soil. C)Watering Gi Pipe, 20Mm, Class B, With Funnel As Per Specs. D) Charcoal/Salt As Per Specs ( Paid Seperately). E) Refilling The Pit Of Size 1.0X1.0X 3.0 Mtrs(Min) With Soft Black Agriculture Soil Of Minimum Resistivity I/C Transportation. E)Masonary Chamber With Proper Foundation, Cover Plate And Locking Arrangement. F) Testing Of Earth Value With Earth Megger And Certifications Of Its Value. Aluminium Tag With Embossed Earthing Value To Be Attached To The Pipe.G)Watering Arrangement(Plumbing Will Be Paid Seperately). B)In Rocky Strata , Extra For Using Salt And Charcoal For Pipe Earth Electrode As Required( 65 Kgs Of Charcoal And 5 Kgs Of Salt). , Extra For Using Salt And Charcoal For Gi Or Copper Plate Earth Electrode As Required( 96 Kgs Of Charcoal And 5 Kgs Of Salt) , Supplying And Laying 25 Mm X 6 Mm Gi Strip At 0.5 M Below Ground As Strip Earth Electrode Including Soldering Etc. As Required , Providing And Fixing 25 Mm X 5 Mm Gi Strip On Surface Or In Recess For Coneections Etc. As Required , Supplying And Laying 6 Swg Gi Wire At 0.5 M Below Ground Level For Conductor Earth Electrode Including Soldering Etc. As Required , Wiring For Light Point/ Fan Point/ Exhaust Fan Point/ Call Bell Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Recessed Pvc Conduit(Heavy) With Modular Switch, Modular Plates, Suitable Size Modular Gi Box Of Specified Category And Earthing The Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable Etc. As Required. A) Group B -- With Cat A Modular Accessories , Wiring For Group Controlled Light Point/ Fan Point/ Exhaust Fan Point/ Call Bell Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable (With)In Recessed Pvc Conduit(Heavy) And Earthing The Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable Etc. As Required. , Wiring For Circuit/ Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor Single Core Cable In The (With) Independent Recessed Pvc Conduit(Heavy) Of Appropriate Size As Required. B) 2 X 2.5 Sq.Mm + 1 X 2.5 Sq.Mm Earthwire (20Mm Conduit) , Wiring For Circuit/ Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor Single Core Cable In The (With) Independent Recessed Pvc Conduit(Heavy) Of Appropriate Size As Required. (C) 2 X 4 Sq.Mm + 1 X 4 Sq.Mm Earthwire (20Mm Conduit) , Supplying And Fixing Of Following Sizes Of Rigid Pvc Conduit Alongwith Accessories In Surface(Medium)/Recess(Heavy) Including Cutting The Wall And Making Good The Same In Case Of Recessed Conduit As Required. B) 25 Mm , Supplying And Fixing Of Following Sizes Of Rigid Pvc Conduit Alongwith Accessories In Surface(Medium)/Recess(Heavy) Including Cutting The Wall And Making Good The Same In Case Of Recessed Conduit As Required. (C) 32 Mm(Ground To Db) , Supplying And Fixing Following Modular Switch/ Socket On The Existing Modular Plate And Switch Box Including Connections But Excluding Modular Plate Etc. As Required B) 15/16 A Switch Cat A , Supplying And Fixing Following Modular Switch/ Socket On The Existing Modular Plate And Switch Box Including Connections But Excluding Modular Plate Etc. As Required D) 6 Pin 15/16 A Socket Outlet Cat A , Supplying And Fixing Modular Blanking Plate On The Existing Modular Plate Switch Box Excluding Modular Plate Etc. As Required A) Cat A , Supplying And Fixing Following Size Modular Gi Box Alongwith Modular Base And Cover Plate For Modulator Switches In Recess Etc. As Required B) 4 Module ( 125 Mm X 7 Mm) Cat A , Supplying & Erecting Of Led 12W Tube Light Fitting (2 Feet) With Pc Housing, Heat Sink, Integrated Hf Electronic Driver Complete. Make: Philips, Reytek, Leska, Crompton, Wipro, Havells As Required As Directed By The Engineer In-Charge , Supplying & Erecting Of Led 20W Tube Light Fitting (4 Feet) With Aluminium Housing, Heat Sink, Integrated Hf Electronic Driver Complete.(Includes Suspension Accessories). Make: Philips, Reytek, Leska, Crompton, Wipro, Havells As Required As Directed By The Engineer In-Charge , Supply And Erecting Of 12 Inch (300 Mm Sweep) Exhaust Fan With Double Ball Bearings, 1400 Rpm, Complete With All Accessories. (A) Cat A
Contract Date: Jul 02, 2026 Contract Value : 3.70 Crore
Government Departments No of Bidders 2
47.
Power #11110319 Technical Bid
Tender for Rate Contract For Procurement Of Material That May Be Required During The Emergencies For The Year 2026-27 In Respect Of Ed-3Rd , Supply Of , 50 Mm² Ab (Ht) Cable (3X50 + 1X70 Mm²) Xlpe(11 Kv, 3C + Earth) , 70 Mm² Ab (Ht) Cable (3 X 70 + 95 Mm²) Xlpe(11 Kv, 3C + Earth) , 120 Mm² Ab (Ht) Cable (3X120 + 1X95 Mm²) Xlpe(11 Kv, 3C + Earth) , 150 Mm² Ab (Ht) Cable (3X150 + 1X95 Mm²) Xlpe(11 Kv, 3C + Earth) , 185 Mm² Ab (Ht) Cable (3X185 + 1X95 Mm²) Xlpe(11 Kv, 3C + Earth) , 11 Kv Heat Shrinkable Outdoor Cable Termination Kit Upto 50- 95 Sqmm ( 3 Core) , Heat Shrinkable Outdoor Cable Termination Kit Above 120 To 185 Sqmm ( 3 Core) , Mid Span Straight Through Jointing Kit For 11 Kv Abc 120 -185 Sqmm , 35 Mm² Ab (Lt) Cable ( 3 X 35 + 1 X 16 + 1 X 25 Mm²(Insulated Messenger)) Xlpe (1.1Kv, 3+1 C, Al) , 50 Mm² Ab (Lt) Cable ( 3 X 50 + 1 X 16 + 1 X 35 Mm²(Insulated Messenger)) Xlpe (1.1Kv, 3+1 C, Al) , 70 Mm² Ab (Lt) Cable ( 3 X 70 + 1 X 16 + 1 X 50 Mm²(Insulated Messenger)) Xlpe (1.1Kv, 3+1 C, Al) , 95 Mm² Ab (Lt) Cable ( 3 X 95 + 1 X 16 + 1 X 70 Mm²(Insulated Messenger)) Xlpe (1.1Kv, 3+1 C, Al) , 120 Mm² Ab (Lt) Cable ( 3 X 120 + 1 X 16 + 1 X 70 Mm²) Xlpe (1.1Kv, 3+1 C, Al) , Mid Span Straight Through Jointing Kit For 1.1 Kv Abc 95-150 Sqmm , Mid Span Straight Through Jointing Kit For 1.1 Kv Abc 35-70 Sqmm , 70 Mm² Single-Core Cable, 1.1Kv Grade, Xlpe Un-Armoured Frls Type , 95Mm² Xlpe Lt Cable Single Core, Un-Armoured, Frls , 120 Mm² Xlpe Lt Cable Single Core, Un-Armoured, Frls , 150 Mm² Xlpe Lt Cable Single Core, Un-Armoured, Frls , 185 Mm² Cable, 1.1Kv Grade, Xlpe Un Armoured Frls Type , 240 Mm² Single Phase Cable,1.1K V Grade, Xlpe Un Armoured Frls Type , 300 Mm² Xlpe Lt Cable Single Core, Un-Armoured, Frls , 400 Mm² Single Phase Cable,1.1K V Grade, Xlpe Un Armoured Frls Type , 500 Mm² Xlpe Lt Cable Single Core, Un-Armoured, Frls , 630Mm² Xlpe Lt Cable Single Core, Un-Armoured, Frls , 10 Mm² Cable (2C), 1.1K V Grade, Armoured, Pvc Insulated Stranded Conductor Frls Type , 16 Mm² Cable (2C), 1.1K V Grade, Armoured, Pvc Insulated Stranded Conductor Frls Type , 10 Mm² Cable (4C), 1.1K V Grade, Armoured, Pvc Insulated Stranded Conductor Frls Type , 16 Mm² Cable (4C),1.1K V Grade, Armoured, Pvc Insulated Stranded Conductor Frls Type , 25 Mm² Xlpe Lt Cable 4 Core, Armoured, Frls , 35 Mm² Xlpe Lt Cable 4 Core, Armoured, Frls , Single Core 1 Mm² Cable Copper Wire , 1.1 Kv Grade, Isi, Frls. , Single Core 1.5 Mm² Cable Copper Wire , 1.1 Kv Grade, Isi, Frls. , Single Core 2.5 Mm² Cable Copper Wire , 1.1 Kv Grade, Isi, Frls. , Single Core 4 Mm² Cable Copper Wire , 1.1 Kv Grade, Isi, Frls. , Single Core 6 Mm² Cable Copper Wire , 1.1 Kv Grade, Isi, Frls. , 11 Kv, 3- Core Xlpe 35 Mm² Round Wire Armoured, Frls Cable , 11 Kv, 3- Core Xlpe 50 Mm² Round Wire Armoured, Frls Cable , 11 Kv, 3- Core Xlpe 70 Mm² Round Wire Armoured, Frls Cable , 11 Kv, 3- Core Xlpe 120 Mm² Round Wire Armoured, Frls Cable , 11 Kv, 3- Core Xlpe 150 Mm² Round Wire Armoured, Frls Cable , 11Kv, Three Core 185 Mm2 Aluminium Round Wire Armoured Xlpe Cable , Frls , 11 Kv, 3- Core Xlpe 240 Mm² Round Wire Armoured, Frls Cable , 11 Kv, 3- Core Xlpe 400 Mm² Round Wire Armoured, Frls Cable , 11 Kv End Termination For 3C 120- 185 Mm² , 11 Kv End Termination For 3C 240 To 400 Mm² , 11 Kv Straight Through Jointing Kit Upto 50-95 Mm² , 11 Kv Straight Through Jointing Kit Upto 120-185 Mm² , 11 Kv Straight Through Jointing Kit Upto 240-300 Mm² , 11 Kv Straight Through Jointing Kit Upto 400 Mm² , Lt Distribution Box For 25 Kva Dtr With 40 annual periodical maintenance Mccb 3P 16 Ka For Incomer & 25 annual periodical maintenance Mccb 3P 16 Ka/10 Ka 1 No. Each (=2No.) For Outgoing Circuits . , Lt Distribution Box For 63 Kva Dtr With 100 annual periodical maintenance Mccb 3P 16 Ka For Incomer & 100 annual periodical maintenance Mccb 3P 16 Ka 1 No. And 63 annual periodical maintenance Mccb 3P 16 Ka 1 No.S For Outgoing Circuits , Lt Distribution Box For 100 Kva Dtr With 160 Mccb 3P 16 Ka For Incomer & 100 annual periodical maintenance Mccb 3P 16 Ka 2 No.S For Outgoing Circuits , Lt Distribution Box For 200 Kva Dtr With 315 annual periodical maintenance Mccb 3P 25 Ka For Incomer & 160 annual periodical maintenance Mccb 3P 16 Ka 3 No.S For Outgoing Circuits , Lt Distribution Box For 250 Kva Dtr With 400 annual periodical maintenance Mccb 3P 36 Ka For Incomer & 200 annual periodical maintenance Mccb 3P 16 Ka 1 No. And 160 annual periodical maintenance Mccb 3P 16 Ka 2 No.S For Outgoing Circuits , Lt Distribution Box For 400 Kva Dtr With 630 annual periodical maintenance Mccb 3P 36 Ka For Incomer & 200 annual periodical maintenance Mccb 3P 16 Ka 4 No.S For Outgoing Circuits , Lt Distribution Box For 400 Kva Dtr With 630 annual periodical maintenance Mccb 3P 36 Ka For Incomer & 200 annual periodical maintenance Mccb 3P 16 Ka 4 No.S For Outgoing Circuits , Temporary Lt Fuse Set For Distribution Transformers (Customised) As Per Kpdcl Drawing No. Ce/P&P/Drg/2023/Ltfs/001 (Enclosed) , 11Kv Polymeric Composite Disc Insulator 12Kv,Min Failing Load 45Kn, Lighting Impulse 75Kv Positive And 80Kv Negative, Creepage Distance 320Mm Nos , 11Kv Polymeric Composite Pin Insulator 12Kv, 5Kn, Lighting Impulse 75Kv Positive And 80Kv Negative, Creepage Distance 320Mm , 16 Kn Polymer Shackle Insulator , G.I Mukey For Shackle Insulators With Bolt Of (50X8)Mm , Gi U-Clamps For Shackle Insulator 50X8 Mm, (3.14 Kg/Mtr), 258 Mm , Gi U-Clamps For Shackle Insulator 50X8 Mm, (3.14 Kg/Mtr), 369 Mm , 11 Kv Link Set Heavy Duty With Copper Blade Size Of 14 Inch, 50 X 6 Mm, Female Contact Of Copper 6 Mm Thickness, With Post Insulator Of 10 Kn , 11 Kv Go, Ab Switch 3-Phase, 3-Pole,200 Amp, Vertical Type Set , 11 Kv Horn Gap Fuse Set 3 Phase 200A Set , Pg Clamps For 30 Mm² Acsr Conductor , Pg Clamps For 50 Mm² Acsr Conductor , Pg Clamps For 100 Mm² Acsr Conductor , Suspension/Tension Clamp With Eye Hook , Gi Pole Support Clamp Including Gi Nut And Bolts For 11 Mtr Pole With Size - 50X8x376 Mm , Gi Pole Support Clamp Including Gi Nut And Bolts For 9 Mtr Pole With Size - 50X8x376 Mm , Gi Pole Support Clamp Including Gi Nut And Bolts For 8 Mtr With Size 50X 8X 328 Mm , Gi Pole Support Clamp Including Gi Nut And Bolts For 8 Mtr Or 9 Mtr Plain Cement Concrete With Size 50X8x441mm , Cable Tie (Each Packet Contains 100 Nos.) , Cable End Caps , Insulating Piercing Connectors Of Sizes , 11 Kv Ipc (Insulation Piercing Conductors)For Bare To Cc(Covered Conductor) Connection , 11 Kv Ipc For Covered Conductor To Covered Conductor Connection , 33 Kv Tension Clamps With Bail And Ipc (Insulation Piercing Conductors) , 33 Kv Ipc (Insulation Piercing Conductors)For Bare To Cc(Covered Conductor) Connection , 33 Kv Ipc For cement concrete To cement concrete Connection , 33 Kv Ipc With Aluminium Bail For Earthing , Main Single Phase Service Distribution Box (Pole Db) Along With Mccb /Mcb As Per Rec Drawing. The Db Should Have Bottom Entery Of Cable With Proper Glands/Grommets-Safety Screws And Back Clamp Suitable For 11/9/8 Mtr St Pole Or 9/8 Mtr Plain Cement Concrete Poles With Nuts/Bolts , Main 3 Phase Distribution Box Ip 54 (Pole Db) Made From 20 Swg Crca Ms Sheet By Deep Drawn Method With Powder Coating. Internal Size Of The Box Shall Be 225Mm X 285Mm X 120Mm Used For Connection Through Abc Line And For Giving Connections To The Consumers 3Phase-1 Incoming 4 Outgoing I/C- 1, O/G-2-4 (200 A, 0.415 Kv) For Ryb Phase. The Db Should Have Bottom Entery Of Cable With Proper Glands/Grommets-Safety Screws And Back Clamp Suitable For 11/9/8 Mtr St Pole Or 9/8 Mtr Plain Cement Concrete Poles With Nuts/Bolts , Lt Line Spacers 3 P ,4 Wire , Lt Line Spacers 2 P ,3 Wire , Gapless Surge Arrestor,9 Kv ,10 Ka ,La With Polymer Housing, Stn. Type , 3-Ø, 4-Wire Trivector Meter (Prodigy ) With Suitable Ring Type Ct 200 annual periodical maintenance (Net Meter Enabled) , Single Phase Smart Energy Meter 5-30 Amp/ 10-60 Amp, Dlms Complaint Of Accuracy Class 1.0 , Three Phase Smart Energy Meter 20-80 Amp/, Dlms Complaint Of Accuracy Class 1.0 , Polypropylene Weather Proof Outdoor Type Meter Box For Single Phase Meter Along With Zinc Plated Clamps , Polypropylene Weather Proof Outdoor Type Meter Box For Three Phase Meter Along With Zinc Plated Clamps , Polypropylene Weather Proof Outdoor Type Meter Box For 4 Single Phase Meter Along With Zinc Plated Clamps , Gi Barbed Wire For Anti Climbing , Danger Plates With Clamps , Anti-Climbing Device With Clamps , Cemical Earthing Complete , Earthing Mat (Gi Flat 50 Mm X8 Mm)/(75 X10)Mm/(75X8)Mm , Gi Pipe 40 Mm 3 Mtr Long For Earthing , Earthing Electrode ( 3M Long) 20 Mm Dia. , Gi Strip 25X3 Mm , Galvanized Earthing Strips 50Mm X3mm. , Red Oxide , Aluminium Paint , Galvanized Nuts And Bolts , Galvanised Stay Set With 50X8mm Stay Clamp, Guy Insulator(2No..), Anchor Plate (200X 200 X 6 Mm), Nut-Bolts, 2 No. Turn-Buckles, 1.8M Long, 16 Mm Diameter Solid Gs Stay Rod & 7/3.15 Mm Dia Gi Stranded Wire Complete (11 Kv) , Galvanised Stay Set With 50X8mm Stay Clamp, Guy Insulator(2Nos.), Anchor Plate (300X 300 X 8 Mm), Nut-Bolts, 2 Nos Turn-Buckles, 1.8M Long, 16 Mm Diameter Solid Gs Stay Rod & 7/3.15 Mm Dia Gi Stranded Wire Complete (33 Kv) , Gi V Cross-Arm With Top Bracket Of Sizes , Gi Channel X-Arm And Braces Of Sizes , Gi Extension Riser Of Sizes , Gi Wire 6 Swg & 8 Swg , Guard Netting (For 52 Mtr Span) , Aluminium Jointing Sleeves 100 Sqmm , Aluminium Jointing Sleeves 50 Sqmm , Aluminium Jointing Sleeves 30 Sqmm , Suspension Fitting (2 Bolt) For 11 Kv Line , Tension Fitting (4 Bolt) For 11 Kv Line , Suspension/Tension Clamp With Eye Hook , Earth Wire 7/4 Sqmm , 1 Phase 2 Wire, 415V, 1Nos Of 100 Amps Incoming Sp Mccbs Fitted With Outgoing 04 No 32 Amps Sp Mcbs For Service Connections, Distribution Service Pillar Suitable For Outdoor Installation, Made Out Of Crca Sheet Painted Through 7-Tank Process With Pu Painted Busbars 2P, Aluminium With Heat Shrinkable Sleeves And Adequate Capacities Complete With All Accesories 4 Way Distribution Service Pillar. , 3 Phase, 415V, 1No Of 250 Amps Incoming 3 Tp Mccbs (Breaking 36Ka) Fitted Withoutgoing 03 No 100 Amps Sp Mccbs, 1No.100Amps 3 Pole Mccb For Outgoing Lt Cables, Distribution Feeder Pillar Suitable For Outdoor Installation , Made Out Of Crca Sheet Painted Through 7-Tank Process With Pu Painted Busbars 4P, Aluminium With Heat Shrinkable Sleeves And Adequate Capacities Complete With All Accesories 4 Way Distribution Feeder Pillar. , Fire Extingiusher Co₂ Type Of 4.5 Kg Capacity For Control Room , 3 Sand Bucket Fire Extingiusher , Gum Boots With Steel Toe Of Sizes , Winter Jacket- Coat Ecc Consists Of Three Independent Components That Is Wind Cheater ( Waterproof ), Insulating Layer And Waist Coat ( Sleeve Less ), Three Layer Waterproof Breathable Fabric, Dual Shade Og/ White, Material Of Insulating Layer- 1. Batting Polyester, 100 Gsm, 2. Fabric Nylon Knitted Aluminized, 3. Fabric Nylon 75 Gsm White, Material Of Waist Coat- Double Layer Bonded Polyester Fleece , Safety Vest - Reflective Luminous Garments - High Visibility Warning Garments With Synthetic Slide Fasteners, Fluorescent Yellow, Width Of Retro Reflective Material For All Types Of Garments (Minimum) 50 Millimeter , Non-Contact Voltage Detector, Upon Detection, Tip Glows And Beeper Sounds, Cat Iv 1000 V For Added Protection, Expanded Range: 90 V To 1000 V Ac Or 200 V To 1000 V Ac, Battery Cell Operated (2 Aaa Or Standard), Voltbeat Technology And Continuous Self-Test , Safety Helmet- Quality Of Shell High Quality, High Impact, Light Weight,Tough, Conformity To Specification- Is 2925:Latest ,En 397 Certified , Safety Rubber Gloves Up To 15 Kv As Per Iec Standard , Safety Belt/Harness With Shock Absorber , Safety Shoes Of Sizes -Personal Protective Equipment - Safety Footwear As Per Bis Specification No Is 15298 ( Part 2 ): 2016, Toe Cap- ( Steel ) Metallic, Insole, Classification- Class I ( Footwear Made From Leather And Other Materials, Excluding All-Rubber Or All-Polymeric Footwear ) With Different Sizes, Slip Resistant- As Per Clause 5.3.5.4 Of Is 15298 ( Part 2 )- Slip Resistance On Ceramic Tile Floor With Nals And On Steel Floor With Glycerine. , 11 Kv Earthing/Discharging Rod (Set Of 3 Rods) Set With Minimum 20 Sqmm Cable And U-Clamp , Battery Operated 12 Kv Voltage Detector (Cpri Tested) Complete Kit Including Hv Detector Probe, 20 Feet Frp Insulation Stick, Carrying Bag. The Detector Should Have Audio As Well As Visual Anunciation, Sensing Distance Of 1 Meter For 11Kv. Bright High Intensity Red Leds For Visual Annunciation Even In Unfavourable Daylight Conditions And A Buzzer To Produce Loud Beep Audible Even In Noisy Backgrounds , Alumunium Ladder 2*20 (Double Ladder) 3 Mm Thick Anti Corossion, Anodised, Bottom Rubber, Sliding Type With Rope And Pulley Arrangement , Alumunium Ladder 2*15 (Double Ladder) 3 Mm Thick Anti Corossion, Anodised, Bottom Rubber, Sliding Type With Rope And Pulley Arrangement , Aluminium Ladder 2*10 Ft Long, Anti Corossion, Anodised, Bottom Rubber, Sliding Type With Rope , Bamboo Ladder 18 Ft Long, Natural Bamboo Finish, Min Load Bearing Capacity Of 150 Kg , Bamboo Ladder 20 Ft Long, Natural Bamboo Finish, Min Load Bearing Capacity Of 150 Kg , Wart Free Budloo Wooden Ladder 17 Feet Long And Slightly Tappered Upwards The Steps Are To Be Fixed With Flat Galvinized Iron Strip With Galvinized Nails. The Foot Of The Ladder To Be Provided With Rubber Anti Skid Hold. , Wart Free Budloo Wooden Ladder 20 Feet Long And Slightly Tappered Upwards The Steps Are To Be Fixed With Flat Galvinized Iron Strip With Galvinized Nails. The Foot Of The Ladder To Be Provided With Rubber Anti Skid Hold. , Telescopic Ladder 20 Ft Long, 6063 T5 Grade Of Aluminium , 150 Kg Load Capacity, Self Locking Mechanism, Anti-Skid Foot Caps , Hand Held Search Light Led Lamp, 100 Watt With Lithium Ion 3.7 V, 3.5 Ah, 500 Lux/100 Mtr With Lamp Life -50000 Hours, Ip 65, 12 Months Warranty , Hdpe Pipe Outer Dia 180 Mm Inner Dia 152 Mm For Laying Of 11Kv Xlpe Cable From Power Transformer To Control Room , Mccb - 200 Amps,36Ka,4P Adjustable , Mccb - 40 Amps,36Ka,4P Adjustable , Mccb - 63 Amps,36Ka,4P Adjustable , Mccb - 100 Amps,36Ka,4P Adjustable , Mccb - 160 Amps,36Ka,4P Adjustable , Mccb - 250 Amps,36Ka,4P Adjustable , Mccb - 400 Amps,36Ka,4P Adjustable , Mccb - 630 Amps,36Ka,4P Adjustable , Mccb - 200 Amps,36Ka,3P Adjustable , Mccb - 100 Amps,36Ka,3P Adjustable , Mccb - 160 Amps,36Ka,3P Adjustable , Mccb - 250 Amps,36Ka,3P Adjustable , Mccb - 400 Amps,36Ka,3P Adjustable , Mccb - 630 Amps,36Ka,3P Adjustable , Bobin Insulators Clamps/Cliffs. , Epoxy Resin Cast Panel Insulators Upto 500Mm , 18 Feet Fiber Link Rod , 18 Feet Bamboo Link Rod , Al. Solderless Clamps Suitable For Transformer 1000 Kva As Per Relevant Is , Al. Solderless Clamps Suitable For Transformer 630 Kva As Per Relevant Is , Al. Solderless Clamps Suitable For Transformer 400/500 Kva As Per Relevant Is , Al. Solderless Clamps Suitable For Transformer 250 Kva As Per Relevant Is , Al. Solderless Clamps Suitable For Transformer 100 Kva As Per Relevant Is , Al. Solderless Clamps Suitable For Transformer 63 Kva As Per Relevant Is , Aluminium Thimbles 630 Mm2 As Per Relevant Is , Aluminium Thimbles 500 Mm2 As Per Relevant Is , Aluminium Thimbles 400 Mm2 As Per Relevant Is , Aluminium Thimbles 300 Mm2 As Per Relevant Is , Aluminium Thimbles 240 Mm2 As Per Relevant Is , Aluminium Thimbles 185 Mm2 As Per Relevant Is , Aluminium Thimbles 120 Mm2 As Per Relevant Is , Aluminium Thimbles 95 Mm2 As Per Relevant Is , Aluminium Thimbles 70 Mm2 As Per Relevant Is , Aluminium Thimbles 50 Mm2 As Per Relevant Is , Aluminium Thimbles 35 Mm2 As Per Relevant Is , Aluminium Thimbles 25 Mm2 As Per Relevant Is , Aluminium Thimbles 16 Mm2 As Per Relevant Is , Aluminium Thimbles 10 Mm2 As Per Relevant Is , Dpc Copper Winding Wire (Round) In Sizes 11 To 22 Swg Fresh. , Dcp Copper Strip Of Sizes For Lv Winding Of Distribution Transformers 250 Kva To 630 Kva Fresh. , Se Copper Winding Wire (Round) In Sizes 11 To 22 Swg. , Dpc Aluminium Winding Wire (Round) In Sizes From 12 To 20 Swg-Fresh , Dpc Aluminium Strip Of Sizes For Lv Winding Of Distribution Transformers 25 Kva To 630 Kva - Fresh , Se Aluminium Winding Wire (Round) In Sizes 12 To 20 Swg-Fresh , Dpc Copper Winding Wire (Round) In Sizes 12 To 20 Swg ( In Exchange Of One Kg Of Scrap Of Salvaged Conductor) , Dpc Copper Strip Of Sizes For Lv Winding Of Distribution Transformers 25 Kva To 630 Kva( In Exchange Of One Kg Of Scrap Of Salvaged Conductor) , Se Copper Winding Wire (Round) In Sizes 11 To 22 Swg ( In Exchange Of One Kg Of Scrap Of Salvaged Conductor) , Dpc Aluminium Winding Wire (Round) In Sizes From 12 To 20 Swg ( In Exchange Of One Kg Of Scrap Of Salvaged Conductor) , Dpc Aluminium Strip Of Sizes For Lv Winding Of Distribution Transformers 25 Kva To 630 Kva ( In Exchange Of One Kg Of Scrap Of Salvaged Conductor) , Se Aluminium Winding Wire (Round) In Sizes 12 To 20 Swg ( In Exchange Of One Kg Of Scrap Of Salvaged Conductor) , Lv Brass Bush Rods 12 Mm , Lv Brass Bush Rods 19 Mm , Lv Brass Bush Rods 25 Mm , Lv Brass Bush Rods 32 Mm , Press Card Board Soft Calendared Solid 1Mm/2Mm/3Mm(As Per Sample) , Press Card Board Pre Compressed Solid 1Mm/2Mm/3Mm. , Ht Insulating Gum , Glass Wool Sleeves Of Sizes , Aluminium Brazing Rod (Standard Length) , Copper Brazing Rod (Standard Length) , Flexible Copper Strip (Shim) 75Mm X 0.5 Mm , Pvc Sheets 1 Mm Thick , Empire Tape 1 , Electrical Grade Kraft Paper, 4 Mil , Leatheroid Insulation Paper 20 Mil. , Hv Bushing , Lv Bushes Suitable For 63 To 100 Kva Dt , Lv Bushes Suitable For 200 To 250 Kva Dt , Lv Bushes Suitable For 400 To 630 Kva Dt , Epoxy Resin Cast 1.1 Kv Low Voltage Transformer Bushing With Busbar For 400/630 Kva Dt , Cotton Tape 1 (Size) 35 M Long. , Rubber Washers , Ht Paper , Cork Washer 12Mm Dia , Cork Washer20mm Dia , Cork Washer 25Mm/30Mm Dia , Plastic Metre Seals , Trifor (Tower Roller) , Transformer Oil Filitration Plant Filter Elements Of 1 Micron(60X250) Mm For Transformer Oil Filitration Plant , Heating Elements Of 2000 Watts For Transformer Oil Filtration Plant , Press Cardboard Cutter Having Bed=52X21 With Height Of Machine 45 With No. Of Tensile Springs 2 Nos. Complete In All Respects. , Angle Grinder, 800W Power, No-Load Speed Of 11000 Rpm, 100 Mm Disc , Welding Machine(Inverter Type) =5=10 Kva Rated Input Power, Maximum Welding Current At 60% Duty Cycle (In A) 150=250, Adjustable Hot Start,Anti-Stick Functions,Arc Force Control , Cordless Impact Drill/Drivers With 2 Batteries, Ideal For Driving Screws Into Wood And Drilling Into Masonry, Metal, And Wood , Pneumatic Air Impact Wrench With Sockets From 15 To 30 , Air Compressor 50 Ltr , Hand Held Brush Cutter , Hydraulic Crimping Tool , Pallet Truck 3 Ton , Hand Driven Insulation Resistance (Meggar) , Multimeter(Analog) , Multimeter(Digital) Voltage: Dc: 1000 Volts; Ac: 1000 Volts; Dc Accuracy: ± 0.5% + 3 Digit; Ac Accuracy: ± 1% + 3 Digit; Current: Dc: 10 Amps; Ac: 10 Amps; Dc Accuracy: ± 1.5% + 3 Digit; Ac Accuracy: ± 1.5% + 3 Digit; Resistance: 40 M Ohm; Resistance Accuracy: ± 1.5% + 3 Digit ; Capacitance: 1000 Μf; Capacitance Accuracy: ± 5% + 5 Digit Cat Iii 600 Volts Safety Rating , Pliers -Type Of Hand Tool-Combination Plier As Per Is 6149, Type Of Insulation-Rubber Insulation, Material-Carbon Steel , Nawara Tape 1 (Size) 35 M Long. , Rubberized Cork Sheet 4 Mm Thick 2Ftx3ft , Rubberized Cork Sheet 3Mm Thick 2Ftx3ft , Bakelite Tubes 12Mm Dia ( 1 Mtr Long) , Hv Bush Clamps (Ms) , Aluminium Clamping Member (Shoes) For Hv Bushing , Lv Cork Washers 12 Mm Dia , Lv Cork Washers 20Mm Dia , Lv Cork Washers 25 Mm/30 Mm Dia , Nuts & Bolts (M.S) Of Sizes. , M.S Flat Washers. , Hv Cork Washers 110 Mm O.D , Aluminium Welding Flux , Aluminium Flat 4/6/8/10 Mm Thick Of Required (Busbar) , Copper Flat 4/6/8/10 Mm Thick Of Required Width. (Busbar) , Ms Plug & Caps 1/2 ; 3/4; /1; 1.1/4; 1.1/2 , Oil Seal Rings (O-Rings) For Lv/Hv Bush Rods 12 Mm Dia. , Oil Seal Rings (O.Rings) For Lv/Hv Bush Rods 20 Mm Dia , Oil Seal Rings (O.Rings) For Lv/Hv Bush Rods 25 Mm Dia , Creep Tape 1 , Cotton Cloth , Empire Sleeves Of Sizes , Synthetic Enamel Paint Smoke Grey Colour , Paint Thinner , Steel Primer , Silica Gel , Transformer Oil As Per Is 335 And Amendments Thereof , Welding Rods 3.15 Mm/4Mm. (100 No. Per Packet) , Refilling Of Oxygen Gas For Brazing , Refilling Of Lpg Gas For Brazing , 12 Piece Tool Kit (1-Piece Screwdriver, 1-Piece Hammer, 7-Pieces Screwdriver Bits, 1-Piece Plier, 1-Piece Wrench(Adjustib And 1-Piece Measuring Tape) Bosch/Dewalt/Taparia , Clamp Meter, Conforms To Iec 61010, Cat Ii 600V Safety Rated, 600A Ac Current Measurement, Ac/Dc Voltage, Resistance, Continuity & Data Hold Function, 2 Years Manufacturer Warranty [Fluke/Digi Sense/ Motwane/Extech] , 12 Volts, 42 Ah Lead Acid Battery , 12V 7 Ah Rechargeable Sealed Maintenance Free Battery (Smf) For Ups , Battery Connector For 12 V Battery Bank (12 No. Both Ends Of Each Connector Should Be Properly Clamped With Nuts, Bolts, Washers) , Fabricated Gi Pollar Collar 50X6 Mm With Nuts And Bolts , Digital Weighing Scale Upto 1 Ton , Portable Professional Petrol Chainsaw,18 Inch Or Above, 2 Kw Or Above, Pitch Of 3/8 Or Above, Petrol Capacity 400 Ml Or Above. , Double Ply Polyester Webbing Slings, Load Capacity 6 Tonne , Dee Shackles Forged Shackles, Working Load 6.5 Tonne , Eyebolt With Recessed Collar With Maximum Axial Lifting Capacity Of 6 Tonne , Handheld Brush Cutter / Line Trimmer, With Nylon Feed Head Attachment Petrol Engine Low Vibration Centrifugal Clutch, Hardened Steel 2 Teeth Blade, Bump / Tap & Go Type, Shaft Length (Mm) 1425 To 1449, Circular Saw Attachment Inclusive In The Scope Of Supply , Portable Hydraulic Crimping Tool For 30 Sqmm To 400 Sqmm With All Attachments , Pre Fabricate Galvanized Single Way Top Bracket (1000 Mm Long With 48.3 Od Gi Pipe) To Be Fitted On Top Of Octogonal Pole For Holding Lighting Luminaries. , Dk Thermoplastic Cable Junction/ Termination T Boxes 8X10Of Class Ip55/Ip65 Fitted With Two 2-5 annual periodical maintenance Mcb Strip,4-Way Terminal Block / Connectors Incl. Copper Lugs, Clamps ,Nut & Bolts Washers Etc (Hansel Or Equivalent Make) Or Poles With Two Way Type Bracket To Be Fitted Properly Inside The Door Opened Gear Box Provided On Thebottom Side Of The Pole. , Surge Protector For The 120/190 Watt Led Type Lighting Fixture Complete. , Outdoor Type Lt Control Panel Size 900Mmx900mmx450mm Having Input Main Control Of 100 annual periodical maintenance Mccb With Tpn Bus Bar With 40 annual periodical maintenance Tpn Mcb 4Nos For Outgoing Circuits,Including Astronomical Switching With Contactor Of Required Capacity. The Panel Should Be Fitted With A Digital Composite Voltmeter/Ampermeter/Indicator Set With Selecter Switch And Backup Protection System, Thimbling And The Panel Shall Further Be Provided With Proper Openings On Front Side As Well As On Rear Side Including Its Locking Arrangement And Also With Required Glands And 4No. Angle Iron Legs For Grouting The Panel On Bed , The Panel Shall Also Be Provided With Powder Coat/Pu Paint. The Item Includes Its Thimble As Required At Taping Point For Incomming , Out Going And Internal Panel Wiring Complete Unit. , Dust/Rain/Snow-Proof Canopy Type Mini-Outdoor Lt Feeder Panel Of Size 450X300mm With Front Door Opening Duly Powdered Colour Coated With Inbuilt 2No Tpn 16-32 annual periodical maintenance Mccb,Tpn Busbars Of Same Capacity Installed On Cement Concrete Block With 4 Angle Iron Legs Grouted In The Cement Concrete Of Termination Of Main 25Sqmm Cable And Outgoing 25/16 Sqmm Cable Circuits. , 120 Watt Led Luminaries Of Ip 67 Protection. , 190 Watt Led Luminaries Of Ip 67 Protection. , 110 W Led Light Fitting With /= 100 Lm/Watt Efficacy Ip 67 Ingress Protection (Ip Rating) As Per Is:10322 (Part 1):1982 Latest, 90 To 300 Volts Ac At 50 Hz+/-2 Input Voltage Range, 230 V Ac 50 Hz Rated Voltage, Poly Carbonate Lense, Smd Led Chip As Per Lm 80/Is16106, Ip 66 Protection Of The Entire Housing (Both Led Section And Driver Section) As Per Is:10322 (Part 1):1982 Latest , 70W Led Light Fitting With /= 100 Lm/Watt Efficacy Ip 67 Ingress Protection (Ip Rating) As Per Is:10322 (Part 1):1982 Latest, 90 To 300 Volts Ac At 50 Hz+/-2 Input Voltage Range, 230 V Ac 50 Hz Rated Voltage, Poly Carbonate Lense, Smd Led Chip As Per Lm 80/Is16106, Ip 66 Protection Of The Entire Housing (Both Led Section And Driver Section) As Per Is:10322 (Part 1):1982 Latest , 50 W Led Light Fitting With /= 100 Lm/Watt Efficacy Ip 67 Ingress Protection (Ip Rating) As Per Is:10322 (Part 1):1982 Latest, 90 To 300 Volts Ac At 50 Hz+/-2 Input Voltage Range, 230 V Ac 50 Hz Rated Voltage, Poly Carbonate Lense, Smd Led Chip As Per Lm 80/Is16106, Ip 66 Protection Of The Entire Housing (Both Led Section And Driver Section) As Per Is:10322 (Part 1):1982 Latest , 30W Led Light Fitting With /= 100 Lm/Watt Efficacy Ip 67 Ingress Protection (Ip Rating) As Per Is:10322 (Part 1):1982 Latest, 90 To 300 Volts Ac At 50 Hz+/-2 Input Voltage Range, 230 V Ac 50 Hz Rated Voltage, Poly Carbonate Lense, Smd Led Chip As Per Lm 80/Is16106, Ip 66 Protection Of The Entire Housing (Both Led Section And Driver Section) As Per Is:10322 (Part 1):1982 Latest , 6 A Sp Mcb, 10 Ka Rated Short Circuit Capacity (Ampere), Instantaneous Tripping Range C, 1Pole With 1Pp, 240 V , 10 A Sp Mcb, 10 Ka Rated Short Circuit Capacity (Ampere), Instantaneous Tripping Range B, 1Pole With 1Pp, 240 V , 10 A Dp Mcb, 10 Ka Rated Short Circuit Capacity (Ampere), Instantaneous Tripping Range C, 2 Pole With 2 Pp, 240 V , 16 A Sp Mcb, 10 Ka Rated Short Circuit Capacity (Ampere), Instantaneous Tripping Range C, 1Pole With 1Pp, 240 V , 16 A Spn Mcb, 10 Ka Rated Short Circuit Capacity (Ampere), Instantaneous Tripping Range C, 2Pole With 1Pp, 415 V , 16 A Tp Mcb, 10 Ka Rated Short Circuit Capacity (Ampere), Instantaneous Tripping Range C, 3Pole With 3Pp, 415 V , 32 A Tpn Mcb, 10 Ka Rated Short Circuit Capacity (Ampere), Instantaneous Tripping Range C, 4 Pole With 3 Pp, 415 V , 32 A Tp Mcb, 10 Ka Rated Short Circuit Capacity (Ampere), Instantaneous Tripping Range C, 3 Pole With 3 Pp, 415 V , 32 A Dp Mcb, 10 Ka Rated Short Circuit Capacity (Ampere), Instantaneous Tripping Range C, 2 Pole With 2 Pp, 415 V , 32 A Sp Mcb, 10 Ka Rated Short Circuit Capacity (Ampere), Instantaneous Tripping Range B, 1 Pole With 1 Pp, 415 V , 63 A Tpn Mcb, 10 Ka Rated Short Circuit Capacity (Ampere), Instantaneous Tripping Range C, 4 Pole With 3 Pp, 415 V , Astronomical Timer For Street Light Control, 3 Phase, 18 Kw/43 A Each Phase, Ip 66, Manually Settable Timer With 12 Programmes Spreaded Over A Year As Defined Programme, 260 Volt +/- 5 Volt Over Voltage Protection Per Phase, 160 Volt +/- 5 Volt Under Voltage Protection Per Phase, Operating Temperature Range -10 To +50 Deg C, /=60 Seconds On/Off Timing Accuracy , Embossing Punch Die Tool For Dt Coding (A-Z And 0-9) , Battery Operated Engraving Machine , Hand Operated Oil Pump/Barrel Pump , Manilla Rope - 25 Mm , Nylon Rope- 20 Mm , 11Kv Pilfer Resistant Metering Cubicle For 3Phase 4 Wire Metering System Made Of Ms Sheet Steel Thickness Not Less Than 2Mm Duly Power Coat Painted Suitable For Indoor As Well As Outdoor As Per The Site Requirement. The Cubicle Shall Be Painted Through 7-Tank Process. The External Dimensions Should Be Adequate. Panel Having Two Compartments Upper Meter Compartment And Lower Ct/Pt Compartment. Provided With Synthetic Or Semi Synthetic Gasket Firmly Glued To The Sufrace, Dust, Weather And Vermin Proof And Shall Comply Degree Of Protection Ip 65 Both The Chambers Having One Sided Hinged Door Arrangments. The Metering Panel Shall Be Provided With Two No Ms Channels Of Size 100 X 50 Mm On The Front And Rear Sides Duly Welded And 4 No Of Lifting Hooks. It Should Be Possible To Take Meter Reading Manually, Through Cmri And Computer Without Opening The Lv Chamber Door. , Single Phase, Single Core, Single Ratio, Epoxy Resin Cast Current Transformers Suitable For 11Kv, Copper Wound Primary Type With Rated Burden 5Va And Accuracy Class 0.5 Or Better And Conforming To Is2705 (Part-I & Ii) Amended Upto Date. Isf Shall Be Upto 5The Ct Ratio Shall Be 2.5 /5 For 25Kva Dt , Single Phase, Single Core, Single Ratio, Epoxy Resin Cast Current Transformers Suitable For 11Kv, Copper Wound Primary Type With Rated Burden 5Va And Accuracy Class 0.5 Or Better And Conforming To Is2705 (Part-I & Ii) Amended Upto Date. Isf Shall Be Upto 5The Ct Ratio Shall Be 5/5 For 63Kva Dt , Single Phase, Single Core, Single Ratio, Epoxy Resin Cast Current Transformers Suitable For 11Kv, Copper Wound Primary Type With Rated Burden 5Va And Accuracy Class 0.5 Or Better And Conforming To Is2705 (Part-I & Ii) Amended Upto Date. Isf Shall Be Upto 5The Ct Ratio Shall Be 7.5/5 For 100Kva Dt , Single Phase, Single Core, Single Ratio, Epoxy Resin Cast Current Transformers Suitable For 11Kv, Copper Wound Primary Type With Rated Burden 5Va And Accuracy Class 0.5 Or Better And Conforming To Is2705 (Part-I & Ii) Amended Upto Date. Isf Shall Be Upto 5The Ct Ratio Shall Be 15/5 For 200Kva Dt , Single Phase, Single Core, Single Ratio, Epoxy Resin Cast Current Transformers Suitable For 11Kv, Copper Wound Primary Type With Rated Burden 5Va And Accuracy Class 0.5 Or Better And Conforming To Is2705 (Part-I & Ii) Amended Upto Date. Isf Shall Be Upto 5The Ct Ratio Shall Be 20/5 For 250Kva Dt , Single Phase, Single Core, Single Ratio, Epoxy Resin Cast Current Transformers Suitable For 11Kv, Copper Wound Primary Type With Rated Burden 5Va And Accuracy Class 0.5 Or Better And Conforming To Is2705 (Part-I & Ii) Amended Upto Date. Isf Shall Be Upto 5The Ct Ratio Shall Be 25/5 For 400 Kva Dt , Single Phase, Single Core, Single Ratio, Epoxy Resin Cast Current Transformers Suitable For 11Kv, Copper Wound Primary Type With Rated Burden 5Va And Accuracy Class 0.5 Or Better And Conforming To Is2705 (Part-I & Ii) Amended Upto Date. Isf Shall Be Upto 5The Ct Ratio Shall Be 50/5 For 630 Kva Dt , Single Phase, Single Core, Single Ratio, Epoxy Resin Cast Current Transformers Suitable For 11Kv, Copper Wound Primary Type With Rated Burden 5Va And Accuracy Class 0.5 Or Better And Conforming To Is2705 (Part-I & Ii) Amended Upto Date. Isf Shall Be Upto 5The Ct Ratio Shall Be 75/5 For 1 Mva Dt , 11Kv/ 110 V, Three Phase Epoxy Resin Cast Pt With Rated Burden 15Va Per Phase And Accuracy Class 0.5 Or Better And Conforming To Is:3156 (Part-I&Ii) Amended Upto Date With Proper Colour Coded Identification. Pts Shall Be Of Uniform Insulating And Withstand Separate Source 23Kv providing fixing For One Minute. , 3Ph, 3 Wire Ht Ct/Pt Operated Fully Static Smart Tri-Vector Energymeters Dlms Compliantcategory C With Rs232 Port For Modem Compatibility. 11Kv/110V, Ph-Ph (3P,3W) Metersfor Measurement Of Different Electrical Parameters Including Active Energy (Kwh/ Mwh), Reactive Energy (Kvarh/Mvarh), Apparent Energy (Kvah/ Mvah) Etc. (Make L&T, Secure,Abb) , Led String Light 15 Mtr Long Of Different Colours (Saffron/White/Green) With Controller. , 4 Socket Extension Boards With Each Compatible Sockets Of 16 annual periodical maintenance And 5 Mtr Long Cable And Plug Along Surge Protector And On/Off Controller.
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 6
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Tourism #11101592 Price Bid
Tender for Civil Works , Clearing Grass And Removal Of Rubbish Upto A Distance Of 50 M Outside The Periphery Of The Area , Earthwork 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 Sq.M On Plan) Including Disposal Of Excavated Earth Lead Upto 50 M And Lift Upto 1.5M Disposed Earth To Be Leveled And Neatly Dressed Including Providing Barricading, Danger Lighting Guarding As Directed In A) All Kinds Of Soil , Earthwork In Excavation In Trenches For All Leads & Lifts In All Type Of Strata Comprising Of Any Type Of Materials Either In Full Or Part As The Case May Be Adopting Any Method/Methods As May Be Convenient As Permitted Excluding Blasting In All Conditions Such As Dry, Moist, Foul, Saturated, Submerged, Etc,. Including Dressing Of Sides, Planking & Strutting, Timbering ,Ramming Of Bottom ,Pumping And Bailing Out Water ,Barricading Danger Lighting Guarding, Getting Out Excavated Soil & Stacking As Directed By Engineer For All Leads & Lifts Etc. Complete , Refilling The Pipeline/Foundation Trenches Plinth Sides, Foundation Etc. With Available Excavated Earth In Layers Not Exceeding 20 Cm Depth Consolidating Each Layer Ramming And Watering Lead Upto 50 M And All Lifts And Disposal Of Surplus Earth As Directed By Engineer . , Rubble Packing With Hard Laterite Stone Under Floors Including Watering Ramming And Consolidating Etc. In Pipeline Trenches And Other Foundations Complete. , Laterite Masonry In Neatly Dressed Stones For 23 Cms Thick Masonry Walls In Cm. 1 : 5 (1 Cement : 5 Coarse Sand) In Foundation Upto Plinth Level , Laterite Masonry In Neatly Dressed Stones For 23 Cms Thick Masonry Walls In Cm. 1 : 5 (1 Cement : 5 Coarse Sand) In Foundation Upto Plinth Level For Laterite Masonry In All Sizes In Superstructure From Floor I Level Upto Floor V Level. , Providing & Laying Cement Concrete 1:2:4 (1 Cement: 2 Coarse Sand: 4 Graded Granitic Or Basaltic Stone Aggrt. 20 Mm. Nominal Size) Excluding Cost Of Centering, Shuttering And Finishing In:All Works Upto Plinth Level , Providing & Laying Cement Concrete 1:2:4 (1 Cement: 2 Coarse Sand: 4 Graded Granitic Or Basaltic Stone Aggrt. 20 Mm. Nominal Size) Excluding Cost Of Centering, Shuttering And Finishing In B) In Retaining Walls , Return Walls(Any Thk) Including Attached Pilasters, Columns, Piers, Abutments, Pillars, Posts, Struts, Buttresses, String Or Lacing Courses, Parapets, Coping Bed Blocks, Anchor Blocks, Plain Window Sills, Fillets Etc, Upto Floor Five Level. , Providing And Laying In Position (1:11/2:3) Reinforced Cement Conrete Excluding The Cost Of Centering, Shuttering, Finishing And Reinfrocement (1 Cement: 1½ Coarse Sand:3 Graded Stone Agg 20Mm Nominal Size) All Works Upto Plinth Level , Providing And Laying Upto Floor Five Level Cement Concrete 1:2:4 (1 Cement: 2 Coarse Sand: 4 Graded Granitic Or Basaltic Stone Aggregate 20 Mm Nominal Size) Including Smooth Finishing To Exposed Surfaces, With Cement Mortar 1:3 (1 Cement: 3 Fine Sand) Including Centering And Shuttering Etc.Moulding As In Cornices, Window Sills Etc. Exceeding 15 Cm In Girth. , Providing And Laying In Position Ready Mixed Concrete (Rmc) Manufactured In Fully Automatic Batching Plant And Transported To Site Of Work In Transit Mixer For A Lead Upto 10Kms Having Continious Agitated Mixer, Manufactured As Per Mix Design Of Specified Grade For Reinforced Cement Concrete Work Including Pumping Of R.M.C., From The Transit Mixer To The Site Of Laying, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement Including The Cost Of Admixtures In Recommended Porportions As Per Is : 9103 To Accelerate/Retard Setting Of Concrete, Improve Workability Without Imparing Strength And Durability As Per The Directions Of The Engineer-In-Charge. All Works Upto Floor V Level. M-25 Grade Of Concrete , Centering & Shuttering Including Strutting, Propping & Removal Of Forms For :Foundations, Footings, Bases For Columns , Centering & Shuttering Including Strutting, Propping & Removal Of Forms For :Vertical Surfaces Such As Retaing Walls, Return Walls, Partitions, Walls (Any Thickness) Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets And The Like , Centering & Shuttering Including Strutting, Propping & Removal Of Forms For :Columns, Piers, Pillars, Aburments, Posts And Struts (Square Rectangle Polygon In Plan) , Centering & Shuttering Including Strutting, Propping & Removal Of Forms For :Sides And Soffits Of Beams, Beam Haunchings, Cantilever, Girders, Bressumers And Lintels Plinth Beams Not Exceeding 1M In Depth , Centering & Shuttering Including Strutting, Propping & Removal Of Forms For :Suspended Floors, Roofs Landings, Shelves & Their Supports , Centering & Shuttering Including Strutting, Propping & Removal Of Forms For Sloping Or Battering Surface (Slabs, Beams, Louvers, Etc) Including Folded Plates. Cornices & Mouldings , Extra To Be Added For Additional Height In Centering, Shuttering Where Ever Required With Adequate Bracing, Propping Etc. Including Cost Of De- Shuttering And De-Centering At All Levels, Over A Height Of 3.5M, For Every Additional Height Of 1M Or Part Thereof. (Plan Area To Be Measured) Suspended Floors, Roofs, Landings, Beams And Balconies (Plan Area To Be Measured) , Providing Tmt Steel Reinforcement Bars Of (Sail, Tata. Vizag, Jsw Steel Ltd.) ) (Confirming To Is 1786 Of 1986) For Reinforced Cement Concrete Work (Conforming To I.S. 1786 Of 1986) Including Bending, Binding & Placing In Position In All The Floors Along With The Factory Made Precast Concrete Cover Blocks Of Specified Sizes Whose Compressive Strength Is Not Less Than That Of Surrounding Concrete In The Structural Member. , Steel Work In Built Up Tubular (Round, Square Or Rectangular Hollow Tubes Etc.) (Square Hollow Section (Shs) Is4923 /Rectangular Hollow Section (Rhs) Is4923/ Circular Hollow Section (Chs) Is1161 Closed Structural Steel Of (Sail, Tata. Vizag, Jsw ,Apollo Steel Ltd.) Make (Min Yeild Stress 310 Mpa)) Trusses Etc., Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer, Including Welding And Bolted With Special Shaped Washers Etc. Complete. , Providing Water Proofing Treatment Over The New Reinforced Cement Concrete Roofs Terrace Toilet By Spreading Cement Slurry Over The Reinforced Cement Concrete Slab And Laying Of 10Cms. Average Laterite Stone Ballast Coba With The Necessary Gradient For Easy Flow Of Rain Water And The Coba In Covered With Damp Proof Of Hindustan Water Proofing Co. Or Equivalent Jointless Water Proofing Plaster Of Mix 1:3 ( 1 Cement : 3 Find Sand), Finished Smooth With Wooden Trowel With False Marking Of 30 Cms Square. The Vertical Surface Of The Adjoining Walls Are To Be Treated Upto A Height Of 30Cms Including Rounding Of Junction (The Rate Includes For Complete Items Including Labour And Materials And Including Cost Of Initial Treatment Of Roof Slab As Follows. The Injunction Of Damp Proof Or Equivalent Compound With Cement Solution Will Be Given As And When Found Necessary For Filling Honey Comb, Cracks Etc. In The Reinforced Cement Concrete Slabs). Note: Cement Consumption 25 Kg/Sq.M. , Providing And Laying Flamed Finish Granite Stone Flooring In Required Design And Patterns, In Linear As Well As Curvilinear Portions Of The Building All Complete As Per The Architectural Drawings With 18 Mm Thick Stone Slab Over 20 Mm (Average) Thick Base Of Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) Laid And Jointed With Cement Slurry And Pointing With White Cement Slurry Admixed With Pigment Of Matching Shade Including Rubbing, Curing And Polishing Etc. All Complete As Specified And As Directed By The Engineer : Flamed Finish Granite Stone Slab. , Rounding Of Edges Of Marble Slab To Semi Circular Slope , Providing And Fixing 18 Mm Thick Gang Saw Cut, Mirror Polished, Premoulded And Prepolished, Machine Cut For Kitchen Platforms, Vanity Counters, Window Sills, Facias And Similar Locations Of Required Size, Approved Shade, Colour And Texture Laid Over 20 Mm Thick Base Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), Joints Treated With White Cement, Mixed With Matching Pigment, Epoxy Touch Ups, Including Rubbing, Curing, Moulding And Polishing To Edges To Give High Gloss Finish Etc. Complete At All Levels. Granite Of Any Colour And Shade, Area Of Slab Over 0.50 Sqm. Jet Black , Supplying And Fixing Of Precast Reinforced Cement Concrete Slabs(Factory Made,The Factory Should Be Iso Certified And Registered Under Dirctorate Of Industries, Govt. Of India) At Site In Concrete Grade Of M-25 With 20 Mm Nominal Size Granitic Or Basaltic Aggregate, Consolidated By Means Of Mechanical Platform, Vibration Etc. With Lifting Hooks Of M.S. 10Mm Bars And Pvc Cups Including Cost Of Reincforcement, Certificate From Manufacturer Shall Be Produced Indicating Grade Of Concret And Minimum Content Of Steel In The Product Along With 5 Year Free Replacement Warranty In Case Of Breakage Complete And As Directed By Engineer -In -Charge. Size 600 X 500 X 75 Mm With Steel Reinforcement Not Less Than 2.25 Kg Per Unit , Providing And Laying Jet Black Mirror Polish Granite Flooring And Dado Over 20Mm Thick Base Of Cement Mortar 1:4 Laid Over And Jointed With Cement Slurry Including Rubbling Complete Granitic Slab (Jet Blck With Mirror Polish) 20 Mm Thick Add Q0% Wastage 1.00 , Providing And Laying Factory Made Shot Blasted Cement Concrete Interlocking Paver Block Of Minimum M35 Grade Made By Heavy Duty Block Making Machine With Strong Vibratory Compaction And Of Aprpoved Size And Design / Shape Laid In 50 Mm Thick Compacted Bed Of Coarse Sand, Filling The Joints With Coarse Sand, Etc. All Complete As Per The Direction Of Engineer.- In I, Wave, Rectangular, Square Etc. Shapes. The Products Should Comply To Is 15658:2006 And Manfucatured By Iso9001: 2008 Certified Plant. The Shot Blasting Should Be Done Using 0.4-0.5Mm Dia Steel Shots With A Speed Of 3200 Rpm. 60 Mm Thick In All Colours Except Grey (M35 Grade) , Kotah Stone Slab Flooring Over 20 Mm (Average) Thick Base Laid Over & Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab Including Rubbing & Complete With Base Of Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) A) 20 Mm Thick. , Providing And Fixing Colour Coated Galvulium Roofing Sheets Of 0.5Mm Thickness Including All The Accessories (Tata Make) But Excluding The Cost Of Purlins, Rafters, Trusses, Flashings Etc. Complete As Per The Directions Of The Engineer In Charge. , Add For Providing & Fixing Flashings -[Corners, Ridges, Valleys, Gable End & Trims] (Girth Upto610mm) Including All The Accessories Complete As Per The Directions Of The Engineer In Charge. , Providing And Fixing Prince Or Equivalent Make Pvc Swr Half Round Eaves Gutter With Bolts, Nuts And Flat Iron Brackets 40 X 3 Mm Size Complete.140 Mm Nominal Size , Extra For Providing Flat Iron Bracket 50 X 3 Mm Size Instead Of 40 X 3 Mm Size With Necessary Bolts Nuts, Washers Etc. For Fixing A.C. Gutters To Purlins. , Extra For Providing And Fixing Prince Or Equivalent Make Pvc Swr Short Stop Ends For Socketed Half Round Eaves Gutters. 140 Mm Nominal Size , Brick Work Using Common Burnt Building Bricks In Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) With Bricks Of Class Designation 40 Kg / Cm2 (Wire Cut Bricks) In Superstructure Upto Floor Five Level. , 18Mm Cement Plaster In Two Coats Under Layer 12Mm Thick Cement Plaster 1:5 ( 1 Cement : 5 Coarse Sand) And Top Layer 6Mm Thick With Cement Plaster 1: 3 (1 Cement : 3 Coarse Sand) Finished With Sponge. , Removing White Or Colour Wash By Scrapping, Sand Papering And Preparing Surface Smooth Including Necessary Repairs To Scratches Etc. Complete. , Forming & Finishing The 20 Mm Groove In Plastered Surface & Repair The Edges As Per Specifications And Directions Of The Engineer In Charge. , Painting Three Or More Coats With Acryllic Exterior Paint Of Approved Brand And Manufacture (Such As Weather Shield,Apex) Including Applying One Coat Of Cement Primer And One Coat Of Surface Treatment Etc. Complete. , Applying One Coat Of Cement Primer Of Approved Brand And Manufacture On Wall Surface. , Painting (Two Or More Coats) With Synthetic Enamel Paint Of Approved Brand And Manufacture In All Shade Or New Work Over And Under Coat Of Suitable Shade With Ordinary Paint Of Approved Brand And Manufacture To Give An Even Shade , Demolishing Laterite Stone Masonry In Cement Mortar Including Stacking Of Serviceable Material & Disposal Of Unserviceable Material Within 50 Mts. Lead. , Dismantling Steelwork In Built Up Sections In Angles, Tees, Flats And Channels Including All Gusset Plates Bolts, Nuts, Cutting Dismembering And Staking Within 50 Mts. Lead , Dismantling Doors, Windows And Clearestory Windows (Steel Or Wood) Shutters Including Chowkhats Architrave Holdfast Etc. Complete And Staking Within 50 Mt. Lead Of Area 3 Sq.M. And Below , Demolishing Cement Concrete 1:3:6 Or Richer Mix Including Disposal Of Material Within 50 M Lead , Taking Out Existing cement concrete Interlocking Paver Blocks From Footpath/ Central Verge, Includingremoval Of Rubbish Etc., Disposal Of Unserviceable Material To The Dumping Ground,For Which Payment Shall Be Made Separately And Stacking Of Serviceable Material Within 50 Metre Lead As Per Direction Of Engineer-In-Charg , Providing And Fixing Statues (Lion Statue 3D View) Made Up Of Pop Of Size 3.45Ft X 4Ft Including All Fitting Fixtures , Finish Should Be Similar To The Photo Features References,Concepts Of Historic Eras Including All Tools, Plants, Labour And Materials, Leads, Lifts Etc Complete. As Directed By Engineer-In-Charge. , Supplying & Planting Shrubs, Creepers, Ground Covers, As Listed Below As Per The Nursery Size (0.3 - 0.45 M Tall) Including Providing, Spreading Preparing Soil Mixture , Adding Fertilizers As Per Planting Schedule,Garden Earth, Manure And Cocopeat Etc. Including Their Maintainance Upto 3 Months During Which The Contractor Is Suppose To Maintain All These In All Respects Such As Watering, Pruning, Spraying Of Pesticides, Fungicides, Insecticides, Adding Fertilisers, Removing Of Weeds As Per Specification And Direction Of The Engineer And Also Replacing With Similar Plants In Case Of Death Of Any Plants. The Plant Will Be Selected And Approved By The Engineer Before Plantation. Betel Nut Trees , Supplying & Planting Shrubs, Creepers, Ground Covers, As Listed Below As Per The Nursery Size (0.3 - 0.45 M Tall) Including Providing, Spreading Preparing Soil Mixture , Adding Fertilizers As Per Planting Schedule,Garden Earth, Manure And Cocopeat Etc. Including Their Maintainance Upto 3 Months During Which The Contractor Is Suppose To Maintain All These In All Respects Such As Watering, Pruning, Spraying Of Pesticides, Fungicides, Insecticides, Adding Fertilisers, Removing Of Weeds As Per Specification And Direction Of The Engineer And Also Replacing With Similar Plants In Case Of Death Of Any Plants. The Plant Will Be Selected And Approved By The Engineer Before Plantation. Lawn Selection One , Supplying And Stacking Of Good Earth At Site Including Royalty And Carriage Upto 1 Km. (Earth Measured In Stacks Will Be Reduced By 20% For Payment). , Spreading Of Sludge, Dung Manure Or/And Good Earth In Required Thickness (Cost Of Sludge, Dung Manure Or/And Good Earth To Be Paid Separately). , Making Lawns Including Ploughing And Breaking Of Clod, Removal Of Rubbish, Dressing And Supplying Doobs Grass Roots And Planting At 15 Cm Apart, Including Supplying And Spreading Of Farm Yard Manure At Rate Of 0.18 Cum Per 100 Sqm. As Per Morth Specification 307 , Maintenance Of Lawns Or Turfing Of Slopes(Rough Grassing) For A Period Of One Year Including Watering Etc. As Per Morth Specification 307 , Providing, Installating And Commissioning Weather Proof, Shock Proof Arihant Or Equivalent Make Double annual rate contract Swing Using Galvanized Steel, Pure Polyester, Nylon, Natural Rubber & Finished With Metal Colours/Roto Colours/Frp Colours With Following Details Product Size: 3.2M X 1.5M,Play Area: 4.2M X 2.5M, Including Concrete Foundation, Holding Down Bolts, Grouting With Plain Cement Concrete Of Ratio (1:2:4) Etc Complete With One Year Warranty As Directed By Engineer-In-Charge. , Providing, Installating And Commissioning Weather Proof, Shock Proof Arihant Or Equivalent Make Double annual rate contract Swing Using Galvanized Steel, Pure Polyester, Nylon, Natural Rubber & Finished With Metal Colours/Roto Colours/Frp Colours With Following Details Product Size: 3.2M X 1.5M,Play Area: 4.2M X 2.5M, Including Concrete Foundation, Holding Down Bolts, Grouting With Plain Cement Concrete Of Ratio (1:2:4) Etc Complete With One Year Warranty As Directed By Engineer-In-Charge. , Electrical Works , Supply Of 4 Core Armoured Pvc Insulated, Pvc Sheathed Aluminium Conductor Cable Of 1.1 Kv Grade With Isi Mark Conforming To Is:1554(Part I) ,Is:7098(Part Ii) With Latest Amendments Of Following Size. 4 Core 25 Sq.Mm , Supplying And Making Cable End Terminations With Brass Compression Gland And Copper Lugs For Following Sizes Of 4 Core Pvc Insulated Pvc Sheathed/Xlpe Aluminium Conductor Cable Of 1.1 Kv Grade Complete As Required.4 X 25 Sq. Mm. , Supply Of 4 Core Armoured Pvc/Xlpe Insulated, Pvc Sheathed Aluminium Conductor Cable Of 1.1 Kv Grade With Isi Mark Conforming To Is:1554(Part I) ,Is:7098(Part I) With Latest Amendments Of Following Size.4 Core 10 Sq.Mm , Supplying And Making Cable End Terminations With Brass Compression Gland And Copper Lugs For Folowing Sizes Of 4 Core Pvc Insulated Pvc Sheathed/Xlpe Aluminium Conductor Cable Of 1.1 Kv Grade, Complete As Required.(4) 4 X 10 Sq. Mm. , Laying Of One Number Pvc Insulated And Pvc Sheathed/Xlpe Power Cable Of 1.1 Kv Grade Of Size Not Exceeding 25 Sq.Mm Direct In Ground Including Excavation In The Form Of A Trench As Per Cable Trench Drawing Provided By The Engineer-Incharge,Sand Cushioning With Screened Sand Bed Of 20Mm Thick , Protective Covering With Bricks Placed Lenghtwise On Top Of Cable All Over The Run And Backfilling The Excavated Earth Without Stones Or Hard Material And Making The Surface Proper With 15 Cm Crown On The Top Complete As Required. (B) In Rocky Strata , Supplying And Laying 25 Mm X 5 Mm Gi Strip In 40 Mm Dia Gi Pipe From Earth Electrode As Required , Supply Of 3 Core Armoured Pvc/Xlpe Insulated, Pvc Sheathed Aluminium Conductor Cable Of 1.1 Kv Grade With Isi Mark Conforming To Is:1554(Part I) ,Is:7098(Part I) With Latest Amendments Of Following Size.3 Core 2.5 Sq.Mm , Earthing With Gi Earth Pipe 2 Mts Long 40 Mm Dia Medium Class With Isi Mark,Of Approved Brands, Including Accessories And Providing Masonry Enclosure With Ci/Rcc Cover Having Locking /Lifting Arrangement And Watering Pipe Etc. With Charcoal Or Coke And Salt) As Required As Per The Earthing Drawing Provided By The Engineer-Incharge.The Scope Of Work Includes The Following: A) Excavation Of Pit Of Size 1.0X1.0X 2.0 Mtrs(Min) And Disposal Of Excavated Soil. B) Class B Gi Pipe, 40Mm Diameter As Per Specifications. C) Charcoal/Salt As Per Specs. D) Refilling The Pit Of Size 1.0X1.0X 2.0 Mtrs(Min) With Soft Black Soil Of Minimum Resistivity I/C Transportation. E)Masonary Chamber With Proper Foundation, Cover Plate And Locking Arrangement. F) Testing Of Earth Value With Earth Megger And Certifications Of Its Value. Aluminium Tag With Embossed Earthing Value To Be Attached To The Pipe. G)Watering Arrangement.(A) In Rocky Strata , Extra For Using Salt And Charcoal For Pipe Earth Electrode As Required( 65 Kgs Of Charcoal And 5 Kgs Of Salt). , Supply Installation Testing and Commissioning of Outdoor Stand Mounted Feeder Pillar Made Up Of 16 Swg Crca Sheet With 32A Tpn Mcb Incomer, Single Dial Timer, 25A Cotactor For Automatic Switching Of Luminaries , Power Tool Control With 2 No. 9A Contactors And Raise Lower Push Button, Incoming 35 Sq.Mm And Outgoing 16 & 2.5Sq.Mm Terminals With Outgoing Mcbs 6 Nos. , Supply, Installation, Testing And Commissioning Of Architectural Designed Pole Of 3Mtr Height Post Top Pole Made Of Galvanised Iron Sections Of 114Mm & 60Mm Dia. This Architecturally Designed Pole Is Structurally Sound. Windspeed Considered In Design 50M/S, Is875:Part 3:1987•Material For Tubes Steel Of Grade Yst210.•Material For Base Plate Steel Of Grade E250 To Is2062; 2011. The Pole Will Be Provided With An Inbuilt Junction Box To Fix 32Amp Connectors & 6Amp Mcb Inside The Cut Window Of The Bottom Pipe The Inbuilt Box Should Have A Flush Door Of Suitable Size With Allenkey Locking On Bothside. The Decorative Pole Will Be Mounted On A Square Base Plate Of Size 200X200mm Having 10Mm Thickness. The Base Plate Shall Have 4 Hole Suitable For M16/450 Foundation Bolts Ensuring Firm Grouting In The Specially Designed Reinforced Cement Concrete Foundation. The Galvanized Zinc Coat Should Not Be Less Than 65+/ 10Microns. The Galvanised Pole Should Be Painted In 3Layer Coating (Coating Thickness Should Not Be Than 80Microns Minimum) In Which 1St Layer With Etch Primer, 2Nd Layer With Epoxy Zinc Primer & 3Rd Final Layer With Pu Paint With Overall 100 +/- 10 Microns. Including Foundation Bolts, Frp Connectors And Mcb Preferred Make:- Suncity,Reytek, Havells, Leksa, La Luminite, Dwarka Casting , K-Lite As Directed By The Engineer Incharge , Supply Installation Testing And Commissioning Of 40W Decorative Luminaire Made Of Spun Aluminium Body Withpressure Die-Cast Heat Management (Pdchm) And The Ip65 Opticalcompartment With High Power Led/S Is Comprised Of A Deep Drawnchemically Polished And Co-Extruded, Thermoformed Polycarbonate Protectorstabilized Agent Uv Rays Suitable For 50W Led. Fitting Shall Be Post Topmounting Type Fixture. System Wattage: 50W Led, Protection Class:Ip65,Driver Integral: Constant Current, Input Voltage: 230-240 Vac, Frequency:50-60Hz, Operating Voltage:1200- 277Vac, Operating Temperature: 0Deg To+50Deg C, Single Phase Ac Supply.● Light Source : Bridegelux, Ledlumens:6000Lm, Cri(Ra):80, Led Colour Temperature: 4000K, Lifespan:59,000 Hours,, ● Physical Body: Die Cast Aluminium Base, Bodyspun Aluminium, Diffuser: Convex Type Translucent / V Translucentpolycarbonate Glass, Mounting: Suitable For 48Mm Od Pipe, Finish: Powdercoated Black, ●Driver Power Factor:0.95, Thd:7.8%,Surge Protection:4Kv, Efficiency:87%. Fitting Should Have Inbuilt Driver With Efficiency 0.9And Having Surge Protection Device Of 4Kva And External Surge Protectiondevice Of 10Kva Make Philips. Leds Of Osram & Driver To Be Of Makephilips. Lm79-2019 Report To Be Provided.(Preferred Make:-:- Suncity,Reytek, Havells, Leksa, La Luminite, Dwarka Casting , K-Lite As Directed By The Engineer Incharge
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 4
49.
Defence #11097521 AOC
Tender For Provision Of One Mega Watt Solar Power Project Under Ge (I) (P) No 2.; 1 Supply and fixing of MS fabricated office container of size 15x8x8.5 feet with toilet cabin of size 5x4 feet for SCADA panel and local monitoring for accomodating portable shelter , office, or living space in high alttitude cold region with including PCC flooring work for installation of container including fixing arrangement completeall as specified and directed.Location conditionTemparature range -30 °C to +25°CAltitude -3500m above sea levelwind speed upto 120 km/hSnow load high (snow accumulation on roof)Readymade container shall include the following(a) Attached toilet with EWC/IWC pressure jet gun, water tap, exhaust fan, corner wash basin, tiles flooring, water tank stand , gyser provision, wall mixer and other accessories required for said locations conditions. 2 (b) Container shall include bottom frame 100mmx50mm C channel ISI marked, Top frame of size 50mmx50mm MS square pipe ISI marked , stiffener bottom 100mm x50mm, 50mmx25mm, 25mmx25mm MS square pipeISI marked stiffener top 50mmx25mm, 25mmx25m MS square pipe ISI marked, side post 50mmx50mm, 50mmx25mm MS square pipe ISI marked, Side wall stiffness specially formed CR sheets of thicknes 1.2mm internal wall panelling 8mm thick MDF and all vertically and horizontal corner will be nealty and smoothly finished with aluminium section and L angle, Roof outside 1.2mm thick sheet of make properly sloped and water tight, false ceiling 9mm thick and smoothly finished with aluminium section and L angle, flooring 18mm thick cemented board of make visaka industries will be fixed by means of self taping screw and 1.5mm thick PVC vinyl carpet will be fixed on the panel (100% water termite and dimensional proof with veyl carpet) Aluminium windows double shutter sliding aluminium powder coated windows of thickness of 1.2mm with 4mm thick glass of make saint Gobin for all windows safety grill from outside and canopy above the floor frame work by tubular pipe of 25x25, Door with lock and handles with hydraulic door closer. Insulation 25mm thick glass wool insulation of density 65kg/m3 on side wall and 50mm on ceiling , all wiring will be PVC insulated copper wires of ISI quality, suitable for 240 volts 50 bukhead, switches and socket of 6Amp of ISI make. Split air conditioner point 16Amp alongwith seperate MCB earthing point will be provided for safety. Outside painting with 1 coat of Epoxy primer with 2 coats of epoxy paint and specially formed hooks for easy lifting and shifting. 3 Material and Labour for Plain fillets 2nd class softwood . square, rectangular or triangular in section, clean sawn, secured with screws of size exc 13 and not exc 25 Sqcm complete all as specified and directed. 4 Material and Labour for for prepration of wooden surfaces and applying a coat of pink primer for filletsof surface of any description not otherwise described over 10cm in width or girth complete all as specified and directed. 5 Material and Labour for50mm thick bonded mineral wool blanket slab made from rock, density 48kg/Cum and fixed as per manufactures instruction complete all as specified and directed. 6 Material and Labour for 9mm thick Prelaminated particle board, interior grade, prelaminated one side with decorative choice lamination & other side balancing white lamination,fixed with nails on walls complete all as specified and directed. 7 Material and Labour for 9mm thick Prelaminated particle board, interior grade, prelaminated one side with decorative choice lamination & other side balancing white lamination,fixed with nails on ceiling complete all as specified and directed. 8 Material and Labour for cement concrete type D2 1:4:8 (40mm graded agg)as in foundations filling mass concrete and all as specified and directed. 9 Material and Labour for Pre-cast cement concrete block masonry with solid blocks in 1:3:6 type C-1 using20mm graded crushed stone aggregates, exc. 10 cm in width or girthand setting in mortar 1:6, complete all as specified and directed. 10 Material and Labour for 100mm thick cement concrete 1:2:4 type B-2 using 40mm graded crushed stone aggregates as in flooring finished even and smooth without using extra cement complete all as specified and directed. 11 Material and Labour for renderring 15mm thick in CM 1:4 on fair faces of concrete surfaces finished even and smooth without using extra cement complete all as specified and directed. 12 Material and Labour for renderring 15mm thick in CM 1:4 on stone masonry surfaces finished even and smooth without using extra cement complete all as specified and directed. 13 Material and Labour for Walling of random rubble masonry, uncoursed well bonded bedded and solidly hearted built in CM 1:4 and flush pointing the surface in contact with earth in same mortar as the work proceeds complete all as specified and directed. 14 Supply and fixing of50mm thick PUF insulated water tank of capacity 5000 litres complete all as specified and directed. 15 Supply and fixing of50mm thick PUF insulated water tank of capacity 1000 litres complete all as specified and directed. 16 Supply, installation, errecting ,testing and commissioning of On grid connecting on ground Mono Perc half Cut Bifacial Solar photo voltaic (SPV) generation plant of capacity 825KWp DC capacity at standard test condition and750 KW AC capacity (Net capcity after derating), at CHUMATHANG for fixed on module mounting structure without tracking component including solar grade copper cable of suitable sizes upto Invertor,UPS for auxilliary supply to SCADA, string array combiner/ array junction boxes comprising of following sub components/sub systems including all necessary protection, control switches and relays as required for smooth functioning of the system and meeting the specifications as given and directed by Engineer-In-Charge, the quoted rates includes all components/accessories as given below and required from Solar panel to upto step up transformer 1000 KVA incomer termination complete all as specified and directed. 17 (A) Solar photo voltaic plant- : To obtain cumulative 825KWp, three tables of nearly equal size table (varaiation of 5% between table size is permissible) ofthe input of mono perc Half Cut Bifacial silicon solar PV modules of minimum or more than 540/545 Wp with minimum or more than 144 Nos solar cells preferably per module of standard size and weight as per NISE standard , frame anodised aluminium frame (double walled) with junction box IP 65 rated , each having efficiency more than 21% at standard test condition, fill factor more than 0.79 performance ratio equal to and greater than 78 % & made of high transmittivity glass as per NISE standard tempered and glass front surface shall give high encapsulation gain. (transmittance above 90% and bending less than 0.3%) Electrical parameters of 540/545 Wp solar PV module under STC of irradiance 1000 W/m2 , AM 1.5 Spectrum at temperature 25° C will be as under or higher :-Min Peak power Pmax : 540/545 Wp or higher, Current at Pmax Ipm : 12.97A Voltage at Pmax Vpm : 41.65 Volt Short circuit current Isc : 13.85 A Open circuit voltage Voc : 49.50Volts , Maximum series fuse rating : 30A (i) Rated output of modules shall have positive tolerance of minimum 3% & no negative tolerance is allowed. (ii) It shall perform satisfactorily in relative humidity 100% with temperature -35° C to +35° C (Cell) and should withstand wind 198 Km/Hr on the surface of the panel. (iii) PV modules must be warranted for their output peak watt capacity, which shall not be less than 90% of the initial value at the end of 10 years and 80% of the initial value at the end of 25 years. (iv) The temperature co-efficient for the module shall be suitable for CHUMATHANG (UT Of Ladakh) climatic conditions. Variation of higher capacity Solar PV panel is permissible subjected to that performance parameter of the panel shall be equal or better than given above.v) PV module must confirm to latest edition of IEC 61215/IS14286 and as specified here-in- after in particular specification In addition, the modules must confirm to IEC 61730 Part-I & II for construction and testing & safety qualification. (vi) It shall also in conformity of latest technical specifications issued by MNRE from time to time (vii) Provision of earthing & earth strip/cables etc. for earth for solar PV module/Array etc. as per latest IS/MNRE norms to be provided and the cost of the same is to be included in this item and no extra amount will be paid to the contractor on this account.Notes: On SPV (i) The specifications and capacities of plant equipments shall be designed to confirm and achieve the minimum of efficiency and performance guarantees as laid down in this bid documents. These design details and other technical details shall be submitted by contractor on commencement of contract as early as possible but not later than one month(ii) The installed system should be such that during the day, the power needs should be first met by Solar energy. In case the solar energy production is less than the required, the deficit power should be pulled from the exsiting DG set supply .(iii)The contractor shall obtain the approval of make for the proposed SPV module from accepting officer complete system of 825 KWp Solar photo voltaic (SPV) (iv) Any necessary item required for functioning of SPV but not catered in the contract will be deemed to be included in the quoted rate and nothing extra will be admissible on this account 18 .(v) Site clearance incl removal of boulders to a distance 250 m to 500m to be carried out before execution of work. Amount required for site clearance is deemed to be inclulded in the amount quoted by Contractor against this item. Contractor is advised to visit the site before quoting the rate. (vi) Country of origin for solar cell & PV module must confirm to ALMM APPROVED LIST OF MNRE.(B) String array combiner/Junction Boxes: Supply & fix suitable Numbers of dust, vermin and waterproof Array string array combiner/Junction Boxes and main junction boxes made of FRP/Thermo Plast with IP65 protection in compliance with IEC62208 and shall be sunlight /UV resistant a well of fire retardant including over voltage protection, surge protection and maintenance free earthing as per relavant standard. The string array combiner/Junction boxes shall have suitable arrangement of followings:(i) Strings are required to be connected to the busbar through individual fuses. Provide arrangement fordisconnection for each of the groups (ii) Provide a test point for each subgroup for quick faultlocation & to provide group array isolation. (iii) Each array junction box will have suitable by pass &reverse blocking diodes for maximum DC blocking voltage of 1500V with suitable arrangement for its connection. Reverse blocking & by-pass diodes shall work for temperative extreames & shall have efficiency of 99.98% conformed by appropriate IEC standard. Note:- String array combiner/ junction box shall be carried out as per approved SLD.(C) Cabling : (i) Supply and fixing suitable size of XLPO insulated copper cable as per load of solar grade, 1800 V DC/1100 V AC or higher DC voltage rating, confirming to TUV 2 pfg 1169/08.2007 PV1F and latest IEC codes & IS codes for Solar Cables. (ii) All cables and connectors for use of installations shall be of solar grade which can withstand harsh environment conditions including high temperature, UV radians, rain. humidity, dirt, burial and attack by moss and microbes for 25 years and voltage as per latest IEC/IS in standards. (iii) All cables/wires shall be provided with UV resistance printed copper ferrules for DC side. (iv) Size of cable from PV module to invertor shall be minimum 6 sqmm 1 core multistranded copper UV protected solar cable to be provided. (v) Cable Batch No./Drum No., IS code & size make should be printed/embossed at every one metre. (vi) The wiring of modules interconnection shall be in suitable size GI/HD pipe. (vii) Size of wire - 3.70mm dia with tolerance limit (+/ -) 0.08mm. (viii) Size of aperture - 80mm x 100mm (ix) Woven double twisted, hexagonal shaped Zn + PVC coated wire mesh type 80 x 100mm of wire 3.70mm dia wire as per IS 16014. The wire used for the manufacture of wire mesh shall have minimum tensile strength of 350N/mm2 and elongation shall not be less than 10% in accordance with IS 16014.To be laid in DWC pipe of suitable size. (xi) Solar inverter to ACB Panel, connection aluminium XLPE conductor cable of size 185 sqmm x 3C 1.9/3.3 KV rating Note : Cost of interconnecting copper cable (AC & DC), Al XLPE cable from Solar Invertor to ACB panel and cable tray above upto inverter and LT panels and upto LT side of transformer as per site requirement at the location as directed deemed to include in the item quotated rates and no extra payment will be made to contractor on this account. LT Panel shall be paid seperately. 19 (D) Module Mounting Structure (MMS) : Supply, design & fixing support structure MS hot dipped galvanised (80Micrones) including PCC 1:2:4 type B-1 for each support / foundation for civil works (excavation and earth work cutting, grouting, PCC etc.) and fixing the mouting arrangement suitable for PV solar modules & to withstand minimum horizontal wind speed of 198km/hr. The mounting structure is of mild steel hot dipped galvanised. The array structure shall be so designed that it will occupy minimum space without sacrificing the output from Solar PV panels. Nut bolts, supporting structures including module mounting structures shall have to be adequately protected from atmosphere and weather prevailing in the area. All fastners shall be of stainless steel of grade SS316. Two numbers of anti-theft fasteners of stainless steel on two diagonally opposite corner of each module shall be provided.Note: (i) Cost of interconnecting copper cables along with cable trays ( floor/ wall mounted ) suitable to accommodate solar grade cables & cables upto inverter is included in the item and no extra payment will be made to contractor. (ii) The module mounting structure shall be carried out as per approved drawing of foundation MMS. MMS foundation shall be designed as per IS 456:2000 and IS 13920:2016 and drawings shall be approved by GE before execution. (iii) The MMS stub/column,rafter,purlin ,ties and bracing members shall conform to following indian standard :IS 2062 -Hot rolled medium and high tensile structural steel ,IS 811-Cold formed light gauged structural steel section ,IS 1161-steel tube for structural purposes, IS4923- Hollow steel section for structural use. Minimum grade of steel sections for conforming to IS 811 and IS 4923 shall be E350 conforming to IS 2062 and Yst 310 conforming to IS 1608 respectively.(E) Lightning Protection for PV Array :- Supply & fix Lightning Arrestor of the required number of suitable Early Streamer Emission (ESE) lightning arrestors installed in the array field. Lightning arrestors/surge arrestors shall conform to IEC 60099-4 or IS:3070 except to the extent modified in the specifications. Arrestors shall be of hermetically sealed units, self-supporting construction, suitable for mounting on lattice type support with the following :-(i) The air terminal should be capable of racking the lightning stroke 60 micro seconds earlier as compare to passive lightning rod. (ii) The air terminal is Early Streamer Emission (E.S.E.) type which shall be fixed at the top of a GI elevation pole with base so as be at least 2 meters above the structure to be protected. Its height above roof level would be dependent on the level of protection and the protection radii required (iii) The air terminal should be working on the principle of early streamer emission using non-radioactve technology, needing no external power source. (iv) The air terminal is of stainless steel and it has qualified diameter to resist high values of lightning currents. (v) Roof connecting pipe should be capable of withstand in lightning strikes having dimension 50mm ID and 60mm OD. The terminal adaptor having inner dia 60mm OD. Lightening protection shall be provided as per approved Drg. 20 (F) Earthing system for PV array field :-Earthing system shall comply with latest revision andamendment of the relevent IEC standard and IS codes. (i) All PV module ,module mounting structure (MMS) and string monitoring unit (SMU) structures in the PV erray field shall be connected to the earthing system (ii) Each PV module frame shall be earth using copper wire of sufficient cross section area. Earthing complete with copper earth plate electrode 600×600 ×3.15 mm thick electrode, buried directly in ground (earth pit not less than 2.25 metres deep below ground level) with top edge of the plate not less than 1.5 metres below normal ground level connected to 20x3 mm copper strip as earthing lead by means of bolts, nuts, check nuts and washers of galvanised iron or steel and 40mm dia GI pipe light grade for protection of earth strip and 20mm dia meduim grade for water funnel with wire mesh complete connected to earthing test point as per SSR Part-I 2009 all as specified and directed including testing on completion.NOTE:- Cost of all Copper plates earthing equipments including Copper earth strips from equipments to earth pit is deemed to be included in quoted rates.(G) Solar Inverter : Supply, fixing, testing and commissioning of minimum of suitable capacity in suitable Nos as per 250/255 KW (Total capacity of Inverters shall not be less than 750/755 KW after derating with three inverter) for CHUMTHANG 50 Hz , 3 phase 800V,185A Grid Connected Solar inverter outdoor type suitable to convert DC power of solar PV module/array to AC for further feeding to stepup transformer conforming to IEC-61683 for efficiency, IEC-62109(1&2) or equivalent for safety & IEC-62093 for reliability. The input D.C. tech specification of inverter are as under and as per approved design.(i) Operating temperature :-40ºC to + 35ºC,(ii) Relative humidity (Non condensing) upto 95%.(iii) The inverter shall consist of associated control, protection, data loging device and remote monitoring hardware. the inverter shall be suitable for operation at Chumathang .Alt 4200 mtr and min - 40ºC temperature.(iv)The inverters shall have minimum protection to IP65 and minimum European efficiency 99% load as per IEC 61683 standard.(v) The inverter shall adjust voltage and frequency levels to suit the existing DG Sets/AC power supply. (vi) The inverter shall be self-commulated with pulse width modulation (PWM) technology and shall be capable of synchronize maximum within 1 minute.vii) Maximum power point tracker (MPPT) conforming IEC- 62093 shall be integrated in the inverter to maximize energy drawn from the solar PV array. (viii) The inverter shall include appropriate self protection & self diagnostic feature to protect itself and the PV array from the damage in the event of inverter component failure or from parameters beyond the inverters safe operating due to internal or external causes. 21 (ix) Inverter shall have protective arrangement against ground leakage faults, over voltage & over current. (x) Inverter shall have arrangement for adjusting DC input current & shall trip against sustainable fault down stream and shall not restart till fault is rectified. Notes: (i) If the solar inverter as specified here-in-before is not available in the market , contractor will provide the same of higher capacity as available in the market without any extra cost. (ii) All suitable size of copper cables as per load requirement from SPV systemto inverter for interconnection purpose shall be provided by the contractor and deemed to be included in quoted rates. (iii) Cost of all Copper plates earthing equipments including Copper earth strips from equipments to earth pit is deemed to be included in quoted rates.(H) Uninterrupted power supply(UPS) : Supply, installation, testing & commissioningof 110V/40A Float Cum Boost Battery Charger unit includingbattery bank comprising 50 Nos of 2 Volts-65 AH sealed maintenance free battery.The CCCV battery charger consisting ofcopper wound,air cooled transformer, 01 Set single phase full wave bridge rectifier consisting ofdiodes andSCRs, liberally rated mounted on heat sink andcomplete with resistor/condenser network for surge supperssion .During auto float mode automatic changeover shall take place from float mode to boost mode and vice versa, 01 Set of solid state constant potential controller to stabilize the DC output voltage of the float cum boost charger, 01 No electronic controller , DCdigital ammeter,DC digitalvoltmeter, Potentiometer , DC, MCB for reverse battery protection . The charger should have alarm annunciation with visual and audible alarm with manual reset facility forfuse fail alarm. Float cum boost battery charger and DC distribution board shall be housed in powder coated sheet steel cubicle with panels of 1.6mm thickness , louvers for ventilation , gland plate will be provided for cable entry from bottom .The battery charger shall be divided into two compartments.The upper compartment shall house the battery charger & DCDB with all necessary controls. The lower compartment shall be suitable for housing the batteries. Tech specification shall be as under:-(a) Input working voltage-180 -270 Volts(b) Nominal Input Voltage - 230 V , AC , 50 Hz,1 (c) On load input power factor- > 0.8 (d) On load unit watt efficiencies-> 80%(e) No load losses of complete charge-< 10% (f)Ripple contents on the load (RMS)= 1% to 5% (g) Over load - 110% for 30 minutes and will give visual indication for over load condition. (h) Boost charging - 2.4 V/Cell . (j)Float charging -2.15 V/Cell (k)Float cum boost charging-Automatically changes from one state to another state as per battery condition and will give the visual indication for either float or boost based on charging mode. (l)Reverse polarity -No damage will caused .A visual indication for reverse polarity will appear with an audio alarm. (m)Short circuit-MCB protecton provided. Make of battery charger. Statcon/Sinetrac/Amar Raja Make of batteries. Exide/Amaron/Okaya(n) The battery bank system shall be designed to supply power to following loads :-(i) SCADA(ii) Inverter auxillairy supply 22 (iii) Capacity of battery bank shall be done considering the above mention load at power factor of 0.8 lagging inclusive of 10% design margin at 50ºC.Note:- All suitable size of copper cables as per load requirement for interconnection to above loads here-in-before shall be provided by the contractor and deemed to be included in quoted rates(J) DATA ACQUISITION SYSTEM/PLANT MONITORING & SCADA :- Supply,fixing,testing and commissioning of SCADA system Monitoring system with 65 inch Screen at site with Local LDMS and for Remote Monitoring 55 inchs screen in Engineer-in-charge office to be provided for the performance of the SPV on cloud. plant, inverter ,power, array voltages, array currents & AC parameters,energy yield, temperature,irradiance level etc. and it could provides flexible interface to facilitate PC based inverter monitoring and control via GPRS modem and internet/ethernet connection. This should have include web visualization system and data logger with integrated ethernet port. (i) Data acquisition System shall be provided for each of the solar PV plant. (ii) Data Logging Provision for plant control and monitoring, time and date stamped system data logs for analysis with the high quality, including latest version available of PC & Printer. Metering and Instrumentation for display of systems parameters and status indication to be provided (iii) Solar Irradiance: An integration Pyranometer/Solar cell based irradiation sensor (along with calibration certificate) provided, with the sensor mounted in the plane of the array. Readout integrated with data logging system. (iv) Temperature: Temperature probes for recording the Solar Panel temperature and ambient temperature to be provided complete with readouts integrated with the data logging system.(v) The parameters like AC Voltage, AC Output current, Output Power, Power factor, DC Input Voltage, DC Input Current, Time Active, Time disabled, Time Idle, Energy Produced, Protective function limits (Viz-AC Over voltage, AC Under voltage, Over frequency, Under frequency ground fault, PV starting voltage, PV stopping voltage etc are accessible via the operating interface display in real time separately for solar power plant. (vi) All major parameters available on the digital bus and logging facility for energy auditing through the internal microprocessor and read on the digital front panel at any time and logging facility (the current values, previous values for up to a month and the average values) should be made available for energy auditing through the internal microprocesor and should be read on the digital front panel. (vii) PV array energy production: Digital Energy Meters to log the actual value of AC/DC voltage, Current & Energy generated by the PV system provided. Energy meter along with CT/PT should be of 0.5 accuracy class. (viii) Computerized DC String/Array monitoring and AC output monitoring shall be provided as part of the inverter and /or string/array combiner box or separately (ix) String and array DC Voltage, Current and Power, Inverter AC output voltage and current (All 3 phases and lines), AC power (Active, Reactive and Apparent), Power Factor and AC energy (All 3 phases and cumulative) and frequency shall be monitored. (x) Computerized AC energy monitoring shall be in addition to the digital AC energy meter. 23 (xi) The data shall be recorded in a common work sheet chronologically date wise. The data file shall be MS Excel compatible. The data shall be represented in both tabular and graphical form (xii) All instantaneous data shall be shown on the computer screen. (xiii) Provision for Internet monitoring and download of data including recharging shall be also incorporated till the duration of contract. (xiv) Software shall be provided for USB download with life time license and analysis of DC and AC parametric data for individual plant (xv) Remote Server and software for centralized Internet monitoring system shall be also provided for download and analysis of cumulative data of all the plants and the data of the solar radiation and temperature monitoring system. (xvi) Ambient /Solar PV module back surface temperature shall be also monitored on continuous basis. (xvii) Simultaneous monitoring of DC and AC electrical voltage, current, power, energy and other data of the plant for correlation with solar and environment data shall be provided. (xviii) Remote Monitoring and data acquisition through Remote Monitoring System with latest software/hardware configuration and service connectivity for online/real time data monitoring/control complete to be supplied and operation and maintenance/control to be encurred by the supplier. Provision for interfacing these data on Engineer-In-Charge Computer/display device and portal.NOTE:- The cost of all equipments , internet, ethernet connections, connected cables, Server, printer etc. are included in this item All licensee of windows server, MS office or any other software required for functioning of SCADA is deemed to be included in quoted rates for life time. Recharge of GPRS/3G/4G/5G network for 5 yrs from date of completion shall be reponsibilty of contractor and rates quoted are deemed to include the same. Training: On successful commissioning of the plant, training shall be provided on Plant operations and maintenance to a team (Engineers and Technician/Operations) as nominated by GE for 07 days at the time of handing over of solar plant after completion of phase-I.K) WEATHER MONITORING SYSTEM : Complete one set for Chumathag As a part of weather monitoring system the contractor shall provide the following measuring instruments with all necessary software and hardware required to integrate with SCADA.(i) Pyranometer : The contractor shall provide minimum 04 Nos of secondary standard pyranometer (ISO 9060 classification alongwith necessary assessories for measuring incidental solar radiation at horizontal and inclined plane of array. Specificiation of the pyranometer shall be asfollows:- Spectral response : 0.31 to 2.8 micron ,Time response (95%) : Max 15 second ,Nonlinearity ± 0.5% ,Temperature response : ± 2% ,Tilt error <± 0.5% ,Zero offset thermal radiation ±7W/Sqm ,Zero offset temperature change ± 2 W/Sqm ,Operating temperature range O ºC to 80ºC ,Non stability Maximum ±0.8% ,Resolution minimum +/- 1 W/Sqm : Output Analog 4-20 mA, ,Digital RS 485 Each instruments shall be supplied with necessary length of cable calibration certificate with calibration ,traceability to world radiation reference(WRR) or world radiation centre shall be furnished alonwith the equipments.The GE reserves the right to check the calibration at the expense of the contractor. 24 The signal cable length shall not exceed 20 m .The contractor shall provide instrument manual in hard and soft form.(L) Protection switch gears: Supply, installation, testing and commissioning of factory made outdoor type, LT panel weather & vermin proofsuitable for 3 phase 415 V made out of 3.15 mm thick with internal partition of 1.6 mm thick MS sheet duly powder coatedand both sides openable with lockingarrangment and aluminium busbar of capacity not less than 2000 Amp, outdoor type , frame factory fabricated , duly powder coated painting having thickness not less than 100 microns provided suitable gasket, suitable for 3 Phase4 wire, 415 Volts, 50 Hz, AC supply system, including the following :- (a)ACB 1250 Amps capacity adjustable type , 4 pole 50 KA, 800 V, 50 HZ draw out type breaking capacity 50 KA( Icu=Ics=Icw=50KA) microprocessor protection. (b) MCCB 400 A, 4 pole, 415 volts, 50 Hz - 03 Nos (C) Bus bar chamber with and including aluminium strip (set 4 Nos) suitable for 800 V duly moounted on porcelain insulators -01 Set (d) Digital amp meter 3 ph programmeable type with suitable1600 Amps -01 Set (e)Digital volt meter 3 ph programmeable type with suitable0- 800 volts -01 Set (g) CT 1250/5A/5A, PT 100VA CL 0.5/3P (h) LED phase indicator (RYB )-01 Set. All DC & AC circuits shall be suitably protected using appropriate circuit breakers and isolators, fuses and relays annunciator & system condition displays. Protection switchgears on AC side shall have LT ACB 1250 Amps capacity adjustable type , 4 pole 50 KA, 800 V, 50 HZ draw out type breaking capacity 50 KA( Icu=Ics=Icw=50KA) microprocessor protection based with overload ,short circuit over voltage, under voltage, over frequency , under frequency , earth fault and instantaneous over current protection unit , electrically operated with manual spring charge facility , having indication for earth /over load /overvoltage/ under voltage/ over frequency/ under frequency complete with digital meter. Note:- Panelshall be provided as per approved SLD.(M) Cable Duct / Conduit DWC Pipe : Cable duct/ cable tray of appropriate size from solar panel to inverter/ transformer and cable duct made from PCC etc incl MS plates duct cover 6 mm thick (plain orchequered) channels square cut or notched ( ordinary & counter sunk) forming holes without any attachment complete all as spd and directed.Note: (a) There should be provision of vertical separation between power and control cable duct. (b) Cable ductshall be provided as per approved drg . 25 Supply, installation testing and commissioning of outdoor type step up transformer Inverter duty type low losses of 1 MVA, 0.800/11KV, 3 phase, 50 HZ, ONAN Cooled oil immersed copper wound out door type Step up Transformer delta/delta (Δ/Δ) complete with first oil filling and other standard fitting / accessories and Off load tap changer (Taping Range ± 5% in step of 2.5% each) suitable for feeding supply generated from solar power plant to existing transmission line with Including the following : 26 HV Bushing 33 KV and LV Cable Box suitable for chumathang area of Alt 4200 m along with necessary bus bars with adaptor box suitable for terminating incoming cables from inverter. Marshalling Box (having TTB Only ) all as specified and directed (i) Buchholz Relay trip contact and shut off valves. (ii) PRVRelay Trip (iii) Oil temperature indicator 150 mm dia with alarm and trip contact. (iv) Winding temperature indicator with alarm and trip contacts (v) Marshalling box 200 TB (MK) -03 Nos (6 No of terminal , 3 phase primary and 3 phase secondary, Bolted or plu in type terminal, cable entry 3X 50 sqmm (primary) and 3 X 120 sqmm (secondary) cable ties, clips or trays ) (vi) Magnetic oil level gauge. (vii) Pressure release valve (PRV) with trip contacts.(viii) Conservator with oil filling hole with cap and drain plug and wit built in diaphragm to avoid direct air contact with transformer oil. (ix) Oil level indicator with minimum level marking.(x) Thermometer pockets with thermometer. (xi) Silica gel breather (xii) Air Release plug. (xiii) Lifting Lugs (xiv) Earthing terminals (xv) Bi-directional Rollers (xvi) Anodized aluminum rating and diagram plate. (xvii) Off load Tap changer including indoor remote control panel. (xviii) Top filter valve (xix) Including transformer platform as per OEM recommendation is deemed to be included in quoted rates.Following protections shall be integrated with RMU Necessary equipments/metering devices shall be instaled in transformer.(a) Instantaneous overcurrent (b) AC time over current (c) Neutral & residual instantaneous over cuurent (d) Neutral & residual time overcurrent (e) master trip (f) anti pumping (g) trip circuit supervision (h) DC failure (i) WTI and OTI (j) pressure relief (k) Buchholz (l) Differential protectionNOTE:-The following works /items shall deemed to be included in the above quoted rates and no extra payment shall be made to the contractor on this account. (i) The erection /installation of transformer with suitable size of foundation as per OEM recommendation is deemed to be included in quoted rates (ii) Rates quoted is inclusive of all control cables of suitable size and core(as per manufacturer recommendations) from buchholz relay, PRV, OTI & WTI of power transformer to various controls ie CTS/PTs & HT panel and control panels. (iii) LT single core cable /LT bus bar of suitable size and capacity from LT panel to step up transforemers LT side including appropriate size of cable lugs as required at site for connection complete all as specified and directed. (iv) The step up transformer shall be suitable for inverter input to avoid/reduce/capable for odd harmonics and heat losses. 27 Supply, installation testing and commissioning of outdoor type distribution low losses as per Level II part I (IS:1180) of 1.25 MVA, 0.415/11KV, 3 phase, 50 HZ, ONAN Cooled oil immersed copper wound out door type Step up Transformer delta/star (Δ/Υ) (complete with first oil filling and other standard fitting / accessories and Off load tap changer (Taping Range ± 5 % in step of 2.5% each) suitable for feeding supply generated from solar power plant to existing transmission line with Including the following : 28 HV bushing and LV Cable Box along with necessary bus bars with adaptor box suitable for terminating incoming cables frominverter. Marshalling Box (having TTB Only ) all as specified and directed (i) Buchholz Relay with alarm and trip contact and shut off valves. (ii) Oil temperature indicator 150 mm dia with alarm and trip contact. (iii) Winding temperature indicator with alarm and trip contacts (iv) Marshalling box 200 TB (MK) -03 Nos (v) Magnetic oil level gauge. (vi) Pressure release valve (PRV) with trip contacts. (vii) Conservator with oil filling hole with cap and drain plug and wit built in diaphragm to avoid direct air contact with transformer oil. (viii) Oil level indicator with minimum level marking. (ix) Thermometer pockets with thermometer. (x) Silica gel breather (xi) Air Release plug. (xii) Lifting Lugs (xiii) Earthing terminals (xiv) Bi-directional Rollers (xv) Anodized aluminum rating and diagram plate. (xvi) Off load Tap changer. (xvii) Top filter valve (xviii) Differential relay protection for power transformer Following protections shall be integrated with RMU Necessary equipments/metering devices shall be instaled in transformer.(a) Instantaneous overcurrent (b) AC time over current (c) Neutral & residual instantaneous over cuurent (d) Neutral & residual time overcurrent (e) master trip (f) anti pumping (g) trip circuit supervision (h) DC failure (i) WTI and OTI (j) pressure relief (k) Buchholz (l) Differential protectionNOTE:-The following works /items shall deemed to be included in the above quoted rates and no extra payment shall be made to the contractor on this account. (i) The erection /installation of transformer with suitable size of foundation as per OEM design is deemed to be included in quoted rates .(ii) Rates quoted is inclusive of all control cables of suitablesize (as per manufacturer recommendations) from different relays buchholz relay of power transformer to various controls ie CTS/PTs & HT panel and control panels. (iii) LT single core cable /LT bus bar of suitable size and capacity from LT panel to step up transforemers LT side including appropriate size of cable lugs as required at site for connection complete all as specified and directed. (iv) The transformer shall be suitable for inverter input to avoid/reduce/capable for odd harmonics and heat losses. 29 Supply, installatioon , testing and commissiooning of factory made outdoor type 4 Way 2x630 Amp SF6 + 2x630Amp LBS out door type 11 KV Ringmain Unit with Space Heater at Altitude 4200m, 630 Amps IAC 20 KA for 3 sec suitable for solar power system confirming to relevant IS/IEC, LSC 2B having following specification and comprising of following:- (i) Electrolytic copper bus bars, droppers and bus bar should be insulated with full system voltage sleeves. Each SF6 breaker shall comprise of following 30 (ii) Trolly mounted vaccum circuit breaker as per IEC-62271-100 SF6 circuit breaker should have three Nos resin encapsulated vaccum bottles.(iii) Motorized spring charging mechanism 230V AC 50 Hz with integral spring charging handle for manual spring charging. (iv) Cast resin current transformer 11KV, 200/1-1A, Core-I: class 1.0, 5VA, core2:5P10,5VA.Bushing shall be of 11 KV (v) Cast resin potential transformer 11KV/√3/110V, 50VA, class 0.5Cl 3P, bushing shall be 11KV KV and HT fuse at the primary end and 4P MCB at secondary end of PT. (vi) Accessoories like local/remote switch, breaker control switch (T-N-C) space heater with thermostat, DC and AC control circuit through MCB, indicating lamps for RYB, spring charge, DC supply healthy, breaker ON/OFF , breaker in SERVICE/TEST. (vii) Multifunction meter with RS 485 port , on MODBUS Protocol. (viii) Digital ammeter and digital voltmeter. (ix) Master trip relay-01 No and Aux relay TCS, DC Fail, OC & E/F (x) Comprehensive numarical protection relay on MODBUS protocol compatiable for directional and non directional O/C, E/F, U/V, O/V protection, Pressure switch or gas density monito, Frequency relay, Breaker failure protectionTransfomer protection Bucholz protection, PRV,Differential protection, OTI, WTI Relay and panel should have following additional facilities:- (xi) Trip Ckt supervision, AC fail, DC fail (xii) Disturbance recorder. (xiii) Event log with date and time (xiv) Measurment and control feature (xv) Fully internal arc type tested. (xvi) SF6 bottles should be epoxy encapsulated. (xvii) Racking in/out, manual closing/tripping of CB with compartment door closed. (xviii) Breaker shall be provided with following contacts:- (xix) Auxilary switch with 6 No + 6 NC mounted on the draw out portion of the switchgear. (xx) Position switch with 3 NO + 1NC contacts for eachposition in SERVICE and TEST.(xxi) 16 window annunciater with hooter/alarm for OC,SC,OV,UV,TCS,DC Fail, AC Fail OTI,WTI,PRV,Bucholz, Differential, OF, UF, Gas density low, Breaker failure protection 31 Material and Labour for Earthing complete with GI earthplate electrode 600mm x 600mm and not less than 6 mm thick buried directly in ground (earth pit not less than 2.25m deep below normal ground level) with top edge of earth plate not less than 1.5m below normal ground level connected to GI strip of size 32x6mm by means of bolts, nuts, check nuts and washers of GI/steel all as shown in electric plate No 3 connected to equipmentscomplete and including char coal dust & salt filling in alternate layers (each layer shall be 15 cm thick)and GI protection pipe, medium grade 40mm dia and GI watering pipe 20mm, medium grade with funnel and wire mesh, 40mm thick pre-cast RCC, M-15 (nominal mix) cover reinforced with XPM weight not less than 4kg/sqm with suitable handle of 6mm dia MS bar and angle iron 40 x 40 x 3mm frame for cover, PCC M-15 (nominal mix) pit, excavation and earth work in any type of soil and connectedcomplete all as specified and directed. 32 Material and Labour for earthing complete with and including copper earth plate electrode 600 mm x 600 mm x 3.15 mm surrounded by a mixture of charcoal and salt in alternate layers burried directly in ground vertically in a pit of depth not less than 2.25 m deep below ground level with top edge of earth plate at a depth of not less than 1.5 m below ground level, connected to copper trip earth lead wire 25x6 mm dia by means of nuts, bolts, checknuts and washers made out of galvanised iron, 15 mm bore (light grade) GI pipe for protection of earthing lead, 20 mm bore (light grade) GI pipe for watering with funnel, wire mesh and including necessary excavation and earth work, PCC 1:2:4 type B-1 pit and 50 mm thick RCC M-25(Design mix) reinforced with XPM (weight not less than 3 kg/sq m) pit cover, C.I frame, charcoal and comman salt filling in alternate layers, complete all as shown and specified in electrical plate No. 3 of SI Part-I. 33 Material and Labour for Earthing complete with galvanised steel earth plate electrode 60cmx60cmx6 mm thick buried directly in ground (earth pit not less than 2.25 mtr deep below normal ground level) with top edge of plate not less than 1.5 mtr belowground level connecting to galvanisedearth lead wire 4mm dia by means of bolts,check nuts and washers and earth lead protected by provision of GI pipe light grade 15mm bore including provn of concrete pit in PCC (1:2:4) type B-1 using 20mm graded crushed stone aggregates with 40mm thick cover of RCC (1:2:4) reinforced with XPM (weight not less than 4 KG/Sqm) and frame of angle iron 25 X 25 X 3mm with lugs 2 Nos and with 6mm dia MS bar handle made to shape, GI medium grade 20mm bore pipe for watering perforated at bottom 1.75 mtr long placed on top edge plate, common salt and charcoal filling, connecting to test pointwith fixing arrangement, funnel, wire mesh and earth work in hard/dense soil,returning filling in and removal of surplus soil to a distance not exeeding 50 mtr, all as per electrical plate No 3all as specified and testing on completion. Note :- Cost of earth lead upto 7.5 mtr and GI 15mm bore pipe is deemed to be included in unit rate. 34 Supply, installation, testing and commissioning of factory made, DG disribution cum DG syncronization panel of suitable size, outdoor type made out of CRCA sheet 3.15 mm thick with partition of 1.6 mm, frame factory fabricated with front and back openable double door with locking arrangement, with MS angle section 50x50x6 mm support, duly powder coated painting having thickness not less than 100 microns provided suitable gasket to make it dust and vermin proof, suitable for 3 Phase4 wire, 415 Volts, 50 Hz, AC supply system,comprising of following :- (a)Distribution panel with ACB 2500Amp microprocessor release operation type, 415 Volt 50 KA 1 Nos 2500 Amp ACB (b) DG Synchronizing panel- DG Sync Panel with double busbars required for sync 3 nos 400 KVA DG set after Sync Power fed to 2500 Amp Distribution Panel (c)Control Ckt require for DG Sync With PV System, Logic of this control ckt : DG 1, 400 KVA on all time with minimum 30% load and when load increase 80% DG2 400 KVAstart and so on for all 3rd Nos 400 KVA DG) Note: DG syncronization panel shall be provided as per approved SLDcomplete all as specified and directed.. 35 Supply, laying, testing and commissioning of XLPE insulated, armoured heavy duty electric cable with aluminium conductor, 1.9/3.3 KVgrade, cross-sectional area 400 Sqmm 3 core for solar ACB panel to inverter duty transformercomplete all as specified and directed. 36 Supply and fixing of cable jointing kit for 11 KV (Earthed) grade cable for outdoor termination cold shrinkable type joint complete with jointing meterial and accessories suitable for 3 core XLPE armoured aluminium conductor cable of size400 Sqmmcomplete all as specified and directed. 37 Supply, laying, testing and commissioning of XLPE insulated, armoured heavy duty electric cable with aluminium conductor, 1100 volts grade, cross-sectional area 400 Sqmm 3.5 corecomplete all as specified and directed. 38 Material and Labourfor Sand cushing to under ground cable, provided with 8 cms thick layer before laying the cable and 15 cm thick after laying and streching the calbe complete all as specified and directed. 39 Supply and laying unreinforced precast concrete cable cover on the cable in the trench,classl LV, Type-I, flat size 250mm X150mmX50mm(1100 volts LT cable)complete all as specified and directed. 40 Supply and laying Unreinforced precastconcrete cable coveron the cable in the trench , class HV, Type-I, flat size 300mm X180mmX50mm (for 11KV HT cable)complete all as specified and directed. 41 Material and Labour for Solar HT Generation meter AC three phase, multifunction net meter of accuracy class 0.5s, rated voltage 110 V Ph-Ph or 3 X 63.5 V Ph-N, voltage range + 15% to - 30% of rated voltage, basic current 1 Amps or 5 Amps, maximum continuous current 2 times (200%) of basic current , starting current 0.1% of basic current, frequency 50 Hz and operating frequency range 47.5 to 50.5 Hz , IP 65 protection, Protection: over voltage, over current, over/ under grid frequency, over temperature, short circuit. with optical & RS232 port, backlit LCD display, (measures import kWh, kVAh, Export kWh, kVAh , Net kWh, kVAh, V,I, kW, 6 month history of energy, load survey, tamper detection & logging, power On/Off events, instantaneous parameters of rating -/5A with display in absence of powercomplete all as specified and directed. 42 Shifting of DG set of capacity 3 x 400 KVA from location Upper and lower chumathang (Upto 2 Km) near to SPV plant location with all connected items including installation, connection with cable, making of suitable size as per existing 3 Nos PCC plateform of 400 KVA DG set all as per specified and directed 43 Supply, laying, testing and commissioning of XLPE insulated, armoured heavy duty electric cable with aluminium conductor, 1100 volts grade, cross-sectional area 630 Sqmm 3.5 corecomplete all as specified and directed. 44 Material and Labour for Rolling and consolidation formation surface in cuttingto required camber and gradient with 8 to 12 tonne power roller complete all as specified and directed. 45 Material and Labour for soiling (or Sub Base) 200mm thick (Spread thickness) with broken boulders or quarred stone interstices filled, surface formed and surface formed and rolled and consolidated torequired gradient and camber with 8 to 12 tonne power roller, complete all as specified and directed. 46 Material and Labour for cement concrete work in pavement/hardstanding of flexural strength 40 kg/sqcm in field using 400 kg of cement per Cum for thickness of concrete 20 cm including brooming the surface complete all as specified and directed. 47 Material and Labour for forming contraction (Dummy) joints 80mm deepx 10mm wide filled with sealing compound grade B complete all as specified and directed. 48 Material and Labour for forming 20mm thick expansiion joints filled with preformed bituminous filler and top 30mm primed and sealed with sealing compound grade B for 200mm thickness of concrete slab complete all as specified and directed. 49 Material and Labour for 150mm thick (compacted thickness) WMM in two equal layers 75mm thick each layer with coarse aggregates of lime stone, sand stone flint or quartizite of grading 2 (63 to 40mm size) spread, rolled and consolidated to required gradient and camber with 8 to 12 tonne power roller complete all as specified and directed. 50 Material and Labour for Cement concrete 1:3:6 type C-2 using 40 mm graded crushed stone aggregate as in foundation filling and mass concretecomplete all as specified and directed. 51 Material and Labour for Cement concrete 1:2:4 type B-1 using 20 mm graded crushed stone aggregate as in benching, coping around poles (aove GL) etc including weathering slightly rounded or chamfered angles and fair finshing the exposed surfaces or concrete using extra cement cmplete including necessary form workcomplete all as specified and directed. 52 Supplying, installation, commissioning and testing of transformer step down 11/0.415KV capacity750 KVA, Level II, IS 1180 Part I, out door type copper wound 3 phase, 4 wire, 50 cycles per second, oil immersed naturally cooled external cooling tube core type delta connection on primary side (HV side) and star connection on secondary side (LV side) having tapping 0,± 2.5%, ±5%, ±7.5% to be charged by means of hand operated, off load/tap changing gear including first filling of new transformer oil of dielectric strength not less than 60 KV with standard fittings such as two earting terminals for body and one additional for neutral brought out inbushing, oil level gauge indicator for level minimum and maximum, lifting lugs, rating and termina plate, plain breather device to prevent ingress of rain water and inserts, drain cum sampling valve 20mm bore steel with plug,dial type thermo meter, oil filling hole 32mm threaded with plug. The transformer shall be powder coated for water/dust and vermin proof. Note :- (1) Transformer oil shall be conforming to requirements of IS-335-1983 specification for newinsulating oil for transformers.(2) Equipment shall be suitable to operate at 4200 mtr above MSL at temperature variation between -35˚C to (+)35˚ C including platform as per OEM recommendation is deemed to be included in quoted rates (For lower Chumathang) 53 Supplying, installation, commissioning and testing of transformer step down 11/0.415KV capacity400 KVA,Level II, IS 1180 Part I, out door type copper wound 3 phase, 4 wire, 50 cycles per second, oil immersed naturally cooled external cooling tube core type delta connection on primary side (HV side) and star connection on secondary side (LV side) having tapping 0,± 2.5%, ±5%, ±7.5% to be charged by means of hand operated, off load/tap changing gear including first filling of new transformer oil of dielectric strength not less than 60 KV with standard fittings such as two earting terminals for body and one additional for neutral brought out inbushing, oil level gauge indicator for level minimum and maximum, lifting lugs, rating and termina plate, plain breather device to prevent ingress of rain water and inserts, drain cum sampling valve 20mm bore steel with plug,dial type thermo meter, oil filling hole 32mm threaded with plug. The transformer shall be powder coated for water/dust and vermin proof. Note :- (1) Transformer oil shall be conforming to requirements of IS-335-1983 specification for newinsulating oil for transformers.(2) Equipment shall be suitable to operate at 4200 mtr above MSL at temperature variation between -35˚C to (+)35˚ Cincluding platform as per OEM recommendationis deemed to be included in quoted rates (For additional pocket & Upper chumathang)complete all as specified and directed. 54 Material and Labour for Steel tublar swaged poles erected truly vertical or planted as strut complete with 6 mm thick mild steel base plate, welded to pole, B-118 final taper cap,bolts,nuts & screws, poles made out of ERW MS tubing conforming to IS 2713 Part-II. Type 410-SP-55 (11 m long) including drilling of holes of required size for fixing of cross arms, paintin g the exposed surfacs of pole with two coats of aluminium paint over a coat of two coats of zinc chrome3 primer and two coats of black bitumenous paint internally & portion embadded in concrete, making five black & white bands at lower portion of pole each 300 mm wide alternatley, and marking pole No. with black paint at suitable height complete all as specified and directed.(For two/ four pole structure) Note :- Excavation and earth work, PCC in foundation shall be measured and paid for separetely.complete all as specified and directed. 55 Material and Labour for Switch air break gang opertated tripple pole mechanically operated from ground level mounted, outdoor type suitable for vertical instatllation single break provided with locking arrangement for operating handle with lock consisting of mild steel channelHT post top insulator copper alloy high pressure assembly 33 KV grade complete with all accessoriescomplete all as specified and directed. 56 Supply & fixing lightning arrestor, high tension, polymer type gapless complete with all fitting transmission class, of capacity 33 kilo voltscomplete all as specified and directed. 57 Material and Labour forCross arms, bracing , supports, clamps and aback plates ,fabricated out of structural steel sections incuding nuts, bolts,washers,welding,bending cold or hot, drilling holes for bolts in any shape or size as indicated or coat of red oxide zinx chrome primer, one under coat and one finshing coat of aluminium paint complete all as specified. 58 Supply, laying, testing and commissioning of aluminium conductor, XLPE insulated, PVC inner sheathed, GI strip or wire armoured & overall PVC sheathed cable of 11 KV (Earthed) grade in trenchesl/ in GI pipe including dressing and clamping the cable with MS clamps of cross section area 185 Sqmm 3 corecomplete all as specified and directed. 59 Supply, laying, testing and commissioning of aluminium conductor, XLPE insulated, PVC inner sheathed, GI strip or wire armoured & overall PVC sheathed cable of 11 KV (Earthed) grade in trenchesl/ in GI pipe including dressing and clamping the cable with MS clamps of cross section area 120 Sqmm 3 corecomplete all as specified and directed. 60 Supply and fixing of cable jointing kit for 11 KV (Earthed) grade cable for outdoor termination cold shrinkable type joint complete with jointing meterial and accessories suitable for 3 core XLPE armoured aluminium conductor cable of size120 sqmm to 185 sqmmcompleted all as specified and directed. 61 Material and Labour for ACSR conductor for the provision of HT OH lineof sizes,3 of 6/1X3.0 (Ferret), 3 of 6/ 1x2.59 ( weasel) completed all as specified and directed. 62 Material and Labour for galvanised steel wire of4 mm dia with hooks stretching kinks and bends completed all as specified and directed. 63 Anticlimbing devices spikes type fabricated out of MS bars (round square and flat) including nuts, bolts, washers and welding in two halves made to shape to suit the cross section of the pole complete all as specified and shown on drawings. 64 Supply and fixing pin type 10 KN polymer type, porcelain, viterous white, brown or green insulator including one mild steel spindle,for 33000 volts grade incl all accessories for fixing of pin insulator completed all as specified and directed. 65 Supply and fixing disc type 90 KN polymer type, porcelain, viterous white, brown or green insulator including one mild steel spindle,for 33000 volts grade incl all accessories for fixing of disc insulator completed all as specified and directed. 66 Supply and fixing of Danger notice plate of 1.6 mm thick mild steel sheet, vitreous enamelled white, with letter, figures and conventional skull and bones in signal red colour and fixed with M.S clamps, bolts and nuts of approved size, for HT,25x20cm sizecomplete all as specified and directed. 67 Material and Labour for Galvanised steel tubing light grade 80 mm bore laid in trenches orfix to wall/hole with fitting as required for cable protectioncomplete all as specified and directed. 68 Material and Labour for Galvanised steel tubing light grade 100 mm bore laid in trenches orfix to wall/hole with fitting as required for cable protectioncomplete all as specified and directed. 69 Material and Labour for stay assembly complete using stay rod of 20 mm dia complete with accessories as shown in electric plate no 1 of SSR-2009 Part -I complete all as specified and directed by Engr-in-Charge Note: (Unit rate quoted by contractor herein before also includes earth work and PCC work ,Loop type insulator ,stay clamps ,nuts ,bolts ,washers and concretecomplete all as specified and directed. 70 Material and Labour for galvanised stay strand, size 7/4 mmcomplete all as specified and directed. 71 Supply and fixing of loop type porcelain vitreous white ,brown or green insulator large size with overall dimensions 90x140 mm,clearance of hole 25.5 mm complete all as specified and directed 72 Supply and install LT panel outdoor type weather & vermin proofsuitable for 3 phase 415 V made out of 3.15 mm thick MS sheet duly powder coatedand both sides openable with lockingarrangment and aluminium busbar of capacity not less than 2200 Amp insulated with PVC sleeves and coloured with (R,Y,B and Black) with angle iron frame for stand made out of40 x 40 x 6mmincludingfour legs grouted by using PCC (1:2:4) type B 1 with 20mm graded stone aggregate thimbling andcable entry box incl connection and necessary fixing arrangement complete all as specified anddirected by Engineer in Charge. 73 Under composion of following.(LT panel No-01 Lower Chumathag)(i)ACB 415 V, 4 pole, 1600 Amp, 50 KA -01 No (Incoming)(ii) ACB 415 V, 4 pole, 800 Amp, 50 KA -01 No (Outgoing)For existing DG panel (iii) ACB 415 V, 4 pole, 800 Amp, 50 KA -01 No (Outgoing)For existing DG panel(iv) Bus bar chamber with and including aluminium strip (set 4 Nos) suitable for 2500 Amps duly moounted on porcelain insulators -01 Set (v) Digital amp meter 3 ph programmeable type with suitable2500 Amps -01 Set (vi)Digital volt meter 3 ph programmeable type with suitable0- 500 volts -01 Set (vii) LED phase indicator (RYB )-01 Set 74 Supply and install LT panel outdoor type weather & vermin proofsuitable for 3 phase 415 V made out of 3.15 mm thick MS sheet duly powder coatedand both sides openable with lockingarrangment and copper busbar of capacity not less than 1250 Amp insulated with PVC sleeves and coloured with (R,Y,B and Black) with angle iron frame for stand made out of40 x 40 x 6mmincludingfour legs grouted by using PCC (1:2:4) type B 1 with 20mm graded stone aggregate thimbling andcable entry box incl connection and necessary fixing arrangement complete all as specified anddirected by Engineer in Charge. 75 Under composion of following. (LT Panel No-2 upper chumathang)(i)ACB 415 V, 4 pole, 800 Amp, 50 KA -01 No (Incoming cum outgoing) (ii) Bus bar chamber with and including aluminium strip (set 4 Nos) suitable for 1200 Amps duly moounted on porcelain insulators -01 Set(iv) Digital amp meter 3 ph programmeable type with suitable 800 Amps -01 Set(v)Digital volt meter 3 ph programmeable type with suitable 0-500 volts -01 Set (vi) LED phase indicator (RYB )-01 Set 76 Supply and install LT panel outdoor type weather & vermin proofsuitable for 3 phase 415 V made out of 3.15 mm thick MS sheet duly powder coatedand both sides openable with lockingarrangment and copper busbar of capacity not less than 1250 Amp insulated with PVC sleeves and coloured with (R,Y,B and Black) with angle iron frame for stand made out of40 x 40 x 6mmincludingfour legs grouted by using PCC (1:2:4) type B 1 with 20mm graded stone aggregate thimbling andcable entry box incl connection and necessary fixing arrangement complete all as specified anddirected by Engineer in Charge. Under composion of following. (LT Panel No-3 upper chumathang additional pocket) 77 (i)ACB 415 V, 4 pole, 800 Amp, 50 KA -01 No (Incoming)(ii) MCCB 415 V, 4 pole, 200 Amp, 25 KA -1 No (Out Going), MCCB 415 V, 4 pole, 400 Amp, 36 KA -1 No (Out Going) MCCB 415 V, 4 pole, 100 Amp, 25 KA -1 No (Out Going)(iii) Bus bar chamber with and including aluminium strip (set 4 Nos) suitable for 1250 Amps duly moounted on porcelain insulators -01 Set (iv) Digital amp meter 3 ph programmeable type with suitable 800 Amps -01 Set (v)Digital volt meter 3 ph programmeable type with suitable 0-500 volts -01 Set (vi) LED phase indicator (RYB )-01 Set 78 Supply, laying, testing and commissioning of XLPE insulated, armoured heavy duty electric cable with aluminium conductor, 1100 volts grade, cross-sectional area 300 Sqmm 3.5 core complete all as specified anddirected 79 Supply, laying, testing and commissioning of XLPE insulated, armoured heavy duty electric cable with aluminium conductor, 1100 volts grade, cross-sectional area 240 Sqmm 3.5 core complete all as specified anddirected 80 Supply, laying, testing and commissioning of XLPE insulated, armoured heavy duty electric cable with aluminium conductor, 1100 volts grade, cross-sectional area 185 Sqmm 3.5 core complete all as specified anddirected 81 Supply, laying, testing and commissioning of XLPE insulated, armoured heavy duty electric cable with aluminium conductor, 1100 volts grade, cross-sectional area 10 Sqmm 2 core complete all as specified anddirected 82 Supply and fixing of LED Street light of 70 Watt , IP66 power coated pressure die cast aluminium housing with high efficiency LED as lighting source and toughened glass complete all as specified anddirected 83 Supply and install LT panel box outdoor type weather & vermin proofsuitable for single phase 230 V made out of 3.15 mm thick MS sheet duly powder coatedand both sides openable with lockingarrangment and aluminium busbar of capacity not less than 100 Amp insulated with phase indicator incl angle iron frame for stand made out of40 x 40 x 6mmincludingfour legs grouted by using PCC (1:2:4) type B 1 with 20mm graded stone aggregate thimbling andcable entry box incl connection and necessary fixing arrangement complete all as specified anddirected by Engineer in Charge. Under composion of following.(For Street light)(i) MCB SPN 6-32 Amps, 230V, 10 KA -01 No (Incoming)(ii) MCB SP 6-10 Amps, 230V, 10 KA -02 No (outcoming)(iii) Bus bar chamber with and including aluminium strip ( 2 Nos) suitable for 100 Amps duly moounted on porcelain insulators -01 Set (iv) LED phase indicator (RYB )-01 Set 84 Supply and fixing GI bracket 1.2 m long made out of GI pipe 40mm dia mediam grade with necessary clamp for fixing nut and bolts and connection complete all as specified anddirected 85 Material and Labour for Steel tublar swaged poles erected truly vertical or planted as strut complete with 6 mm thick mild steel base plate, welded to pole, B-118 final taper cap,bolts,nuts & screws, poles made out of ERW MS tubing conforming to IS 2713 Part-II. Type 410-SP-31 (09 m long) including drilling of holes of required size for fixing of cross arms, paintin g the exposed surfacs of pole with two coats of aluminium paint over a coat of two coats of zinc chrome3 primer and two coats of black bitumenous paint internally & portion embadded in concrete, making five black & white bands at lower portion of pole each 300 mm wide alternatley, and marking pole No. with black paint at suitable height complete all as specified and directed.Note :- Excavation and earth work, PCC in foundation shall be measured and paid for separetely. 86 Supply and fixing of 2.5 sqmm copper conductor cable for street light connection from junction box to street light at pole all as specified and directed by Engr-in-charge 87 Supply and fixing of junction box made out of PVC box with necessary clamps for fixing busbar with MCB SP 6 Amps and necessary connection from street light to junction box with 2.5 sqmm x 3C copper conductor cable complete all as specified anddirected 88 Material and Labour for Plain cement concrete 1:3:6 type C-2 (using 40mm graded crushed stone aggregate) as in bed to drain pipes including packing under and haunching completely surrounding pipes with concrete after they laid and tested for 150 mm bore NP 2 pipe, complete all as specified and directed. 89 Material and Labour forM&L for Reinforced concrete pipes,class NP2,dia 150 mmlaid and jointed complete with collars complete all as specified and directed. 90 Material and Labour for PCC 1:2:4 Type B1 using 20 mm garded stone agg as in coping including weathering slightly rounded or chamfered angles and throating complete all as specified and directed. 91 Supply onlyliquid water proofing compoundcomplete all as specified and directed. 92 Material and Labour forTMT bars 10mm dia and over , cut to length, bent to shape required including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed not less than 0.9mm dia, or securing with clips, rungs, handles completeall as specified and directed. 93 Material and Labour forprecast cement concrete 1:2:4 type B-1 using 20mm graded crushed stone aggregates as in manhole coverslabsincluding necessary formworks set in cement mortar 1:4 complete all as specified and directed. 94 Material and Labour for cement concrete 1:3:6 type C-1 using 20mm graded crushed stone aggregate as in surface channel and inside drains of manhole complete all as specified and directed. 95 Material and Labour for Mild steel rungs and handle made to shape out of 16mm dia round barsconforming to Fe-290grade E-165including fixing/embedding in concrete /masonrypainted with two coats of bituminous paint complete all as specified and directed. 96 Extra forming fair finished drain or channel 30cm inner girth in cement concrete using extra cement including forms moulds mitred/stopped ends etc complete all as specified and directed. 97 Use and waste of formwork to soffits of suspended slabs such as roof slabs, floor slabs, landing and similar work not exc 200mm thick (horizontal or sloping) for flat fair finished surfaces complete all as specified and directed. 98 Material and Labour for construction of septic tank for 10 users designed to carry sewage and sewage water, excavation in any type of soil, PCC 1:2:4 type B-2 using 40mm graded crushed stone aggregates in foundation, precast cement concrete block masonry wall, RCC cover slab complete all as specified and directed and shown on drawing. 99 Material and Labour for construction of soakage well with excavation in any type of soil complete all as specifiedand directed and shown on drawing. 100 Material and Labour for MS work as in posts and struts posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed. 101 Supply only chain link MS galvanised fencing any size or type complete all as specified anddirectedNote : weight of chain link fencing shall be checked by BOO detailed by GE. 102 Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards rails straining bolts etc including provision of binding wire complete all as specified and directed. 103 Material and Labour for prepration of new or previously untreated steel surface & priming with red oxide primer and applying two coats of synthetic enamel paint of any description over 10cm width or girth not otherwise described complete all as specified and directed. 104 Material and Labour for PCC 1:2:4 type B-1 using 20mm graded crushed stone aggregate Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed. 105 Material and Labour for Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, n exc 22.5cm longand diameter of neck 11 to 15mm complete all as specified and directed. 106 Material and Labour for construction of steel gate 5.5m wide and 3m high with RCC pillars including excavation and earth work and all other relevant works complete all as specified and directed. 107 Excavation over area not exc 1.5m deep and getting out in hard/dense soil complete all as specified and directed. 108 Excavation in trenches, n exc 1.5 mtr wide and n exc 1.5 mtr in depth for foundation etc. or for shafts, wells, cesspits, manholes, pier holes etc. n exc 10 Sqm on plan and n exc 1.5 mtr in depth and getting out inhard/dense soil. Complete all specifed and directed. 109 All as per Srl No. 94. above but exc 1.5 m or part there ofin depth beyond the first 1.5m complete all as specified anddirected 110 Excavation in post holes (or similar holes) each not exc 0.5 Cum getting out returning filling and ramming earth or broken rubble mixed with earth around in layers not exc 25cm watering and removing surplus soil to a distance not exc 50 and making good surface in hard/dense soil complete all as specified and directed. 111 Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed . 112 Removing excavated material (soil) to a distance not exc 50m and depositing where directed at a level not exc 1.5m above the starting point complete all as specified and directed. 113 Removing excavated rocks material from site n exc. 50 m and depositing where directed at a level n exc. 1.5m above the starting point complete all as specified anddirected
Contract Date: Jun 20, 2026 Contract Value : 6.14 Crore
Statutory Bodies & Commissions/Committees No of Bidders 9
50.
Tourism #11085444 Technical Bid
Tender For Civil Works , Clearing Grass And Removal Of Rubbish Upto A Distance Of 50 M Outside The Periphery Of The Area , Earthwork 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 Sq.M On Plan) Including Disposal Of Excavated Earth Lead Upto 50 M And Lift Upto 1.5M Disposed Earth To Be Leveled And Neatly Dressed Including Providing Barricading, Danger Lighting Guarding As Directed In : , Earthwork In Excavation By Mechanical Means (Hydraulic Excavator)/Manual Means In Foundation Pipeline Trenches Drain (Not Exceeding 1.5 M In Width Or 10 Sq.M. On Plan) Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed Within A Lead Of 50 M. , Refilling The Pipeline/Foundation Trenches Plinth Sides, Foundation Etc. With Available Excavated Earth In Layers Not Exceeding 20 Cm Depth Consolidating Each Layer Ramming And Watering Lead Upto 50 M And All Lifts And Disposal Of Surplus Earth As Directed By Engineer. , Supplying And Filling Moorum In Plinth Under Floors, Trenches Including Watering Ramming Consolidating, Dressing, Complete. , Rubble Packing With Hard Laterite Stone Under Floors Including Watering Ramming And Consolidating Etc. In Pipeline Trenches And Other Foundations Complete. , Laterite Masonry In Neatly Dressed Stones Of Size As Specified In Cement Mortar 1: 4 (1 Cement : 4 Coarse Sand) In Foundation And Basement. , Laterite Masonry In Neatly Dressed Stones For 23 Cms Thick Masonry Walls In C.M. 1 : 4 (1 Cement : 4 Coarse Sand In Foundation Upto Plinth Level Extra For Laterite Masonry In All Sizes In Superstructure From Floor I Level Upto Floor V Level. , Half Brick Masonry In Cement Mortar 1:3 (1Cement : 3 Coarse Sand) With Bricks Of Class Designation 75 Kg /Cm2. B. Upto Floor V Level. , Providing & Laying Cement Concrete 1:2:4 (1 Cement: 2 Coarse Sand: 4 Graded Granitic Or Basaltic Stone Aggregate 20 Mm. Nominal Size) Excluding Cost Of Centering, Shuttering And Finishing In: All Work Up To Plinth Level , Providing & Laying Cement Concrete 1:2:4 (1 Cement: 2 Coarse Sand: 4 Graded Granitic Or Basaltic Stone Aggregate 20 Mm. Nominal Size) Excluding Cost Of Centering, Shuttering And Finishing In: In Retaining Walls , Return Walls(Any Thk) Including Attached Pilasters, Columns, Piers, Abutments, Pillars, Posts, Struts, Buttresses, String Or Lacing Courses, Parapets, Coping Bed Blocks, Anchor Blocks, Plain Window Sills, Fillets Etc, Upto Floor Five Level. , Providing And Laying In Position Ready Mixed Concrete (Rmc) Manufactured In Fully Automatic Batching Plant And Transported To Site Of Work In Transit Mixer For A Lead Upto 10Kms Having Continious Agitated Mixer, Manufactured As Per Mix Design Of Specified Grade For Reinforced Cement Concrete Work Including Pumping Of R.M.C., From The Transit Mixer To The Site Of Laying, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement Including The Cost Of Admixtures In Recommended Porportions As Per Is : 9103 To Accelerate/Retard Setting Of Concrete, Improve Workability Without Imparing Strength And Durability As Per The Directions Of The Engineer-In-Charge. All Works Upto Floor V Level M-30Grade Of Concrete , Centering And Shuttering Including Strutting, Propping, & Removal Of Form For Foundation, Footings, Bases Of Columns , Vertical Surfaces Such As Retaing Walls, Return Walls, Partitions, Walls (Any Thickness) Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets And The Like , Columns, Piers, Pillars, Aburments, Posts And Struts (Square Rectangle Polygon In Plan) , Sides And Soffits Of Beams, Beam Haunchings, Cantilever, Girders, Bressumers And Lintels Plinth Beams Not Exceeding 1M In Depth , Suspended Floors, Roofs, Landings, Shelves & Their Supports , Centering & Shuttering Including Strutting, Propping & Removal Of Forms For Sloping Or Battering Surface (Slabs, Beams, Louvers, Etc) Including Folded Plates. Where Inclination To The Horizontal Does Not Exceed 30° Requiring Shuttering On The Underside Only , Extra To Be Added For Additional Height In Centering, Shuttering Where Ever Required With Adequate Bracing, Propping Etc. Including Cost Of De- Shuttering And De-Centering At All Levels, Over A Height Of 3.5M, For Every Additional Height Of 1M Or Part Thereof. (Plan Area To Be Measured) Suspended Floors, Roofs, Landings, Beams And Balconies (Plan Area To Be Measured) , Providing Tmt Steel Reinforcement Bars Of Sail, Tata, Vizag Made Only (Confirming To Is 1786 Of 1986) For Reinforced Cement Concrete Work (Conforming To I.S. 1786 Of 1986) Including Bending, Binding & Placing In Position In All The Floors Along With The Factory Made Precast Concrete Cover Blocks Of Specified Sizes Whose Compressive Strength Is Not Less Than That Of Surrounding Concrete In The Structural Member. Minimum Grade Of Steel - Fe 500 , Steel Work Welded (Sail, Tata. Vizag & Using Electrodes Of Ador Or Es4B Or Deh Secheron Make Only)In Built Up Sections Trusses And Framed Work Including Cutting, Hoisting, Fixing In Position And Applying Priming Coat Of Red Lead Paint.In Tees, Angles, Flats And Channels , Steel Work In Built Up Tubular (Round, Square Or Rectangular Hollow Tubes Etc.) (Square Hollow Section (Shs) Is4923 /Rectangular Hollow Section (Rhs) Is4923/ Circular Hollow Section (Chs) Is1161 Closed Structural Steel Of Approved Make (Min Yeild Stress 310 Mpa)) Trusses Etc., Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer, Including Welding And Bolted With Special Shaped Washers Etc. Complete. , Providing And Fixing Colour Coated Galvulium Roofing Sheets Of 0.5Mm Thickness Including All The Accessories (Tata Make) But Excluding The Cost Of Purlins, Rafters, Trusses, Flashings Etc. Complete As Per The Directions Of The Engineer In Charge. , Providing & Fixing In Position Galvalume/Zincalume Flashings, Cappings, Ridges, Gutters Upto 600Mm/610Mm Girth And Min 3.00M In Length (Cold Rolled Steel 550 Mpa Yeild Stress Astm A 446 Grade E) With Hot-Dip Metallic Coating Of Aluminium-Zinc Alloy(Az 150 Galvalume) (150 Gms/Sqm Total Of Both Sides With Al-Zn Composition= 55% & 43.5% Resp. & 1.5% Si Conforming To Astm 792/ As 1397) 0.45 Mm Base Metal Thickness And 0.50Mm Total Coated Thickness, Factory Cut At All Heights For Roof, Side & Gable Cladding Complete In All Respects With Az 150 Gsm Smp Color Coated (20Mic Exterior Coat Of Silicon Modified Polyester Paint System Over 5 Mic Primer And 5 Mic Polyester Back Coat Over 5 Mic Primer) Incl. Fixing To Purlins With No 12X14X55Mm Mechanically Galvanised Hex Head Self Drilling Screws Of The Best Quality As Per As-3566 Class 3-4 Approved, Which Should Be Compatible To Be Used With Sheets. With Integral Washers And Epdm Seals Etc. Silicon Sealant Non-Hardening Neutral Cure Type Shall Be Applied At All End Laps, Complete As Directed. , Providing And Fixing M.S. Grill Of Required Pattern In Wooden Frames Of Windows Etc. With M.S. Flats Square Or Round Bars With Round Headed Bolts And Nuts Or By By Screws. Plain Grill , Providing And Fixing Stainless Steel (Grade 304) Railing Made Of Hollow Tubes, Channels, Plates Etc.With Hairline Finish, 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, ( For Payment Purpose Only Weight Of Stainless Steel Members Shall Be Considered Excludingfixingaccessoriessuchasnuts,Bolts, Fasteners Etc.). , Providing And And Laying Antiskid Floor Tiles 12 X 12 Upto 16 X 16 In Of Johnson, Somany, Kajaria (Thickness To Be Specified By The Manufacturer) Of 1St Quality Conforming To Is:15622 Of Approved Make In Shades As Specified Laid On 20 Mm Thick Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) Including Pointing The Joints With White Cement And Matching Pigment Etc., Complete. Light Shades , Providing And Fixing 1St Quality Ceramic Glazed Wall Tiles (Johnson, Somany, Kajaria )Conforming To Is:15622 (Thickness To Be Specified By The Manufacture Of Approved Make In All Colours, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineer-In-Charge In Skirting, Risers Of Steps And Dados Over 12 Mm Thick Bed Of Cement Mortar 1:3 (1 Cement : 3 Coarse Sand ) And Jointing With Grey Cement Slurry @3.3Kg Per Sq.M Including Pointing In White Cement Mixed With Pigment Of Matching Shade Complete. Wall Ceramic Glazed Tiles : 300 X 600 , Providing And Laying Flamed Finish Granite Stone Flooring In Required Design And Patterns, In Linear As Well As Curvilinear Portions Of The Building All Complete As Per The Architectural Drawings With 18 Mm Thick Stone Slab Over 20 Mm (Average) Thick Base Of Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) Laid And Jointed With Cement Slurry And Pointing With White Cement Slurry Admixed With Pigment Of Matching Shade Including Rubbing, Curing And Polishing Etc. All Complete As Specified And As Directed By The Engineer : Flamed Finish Granite Stone Slab. Jet Black , Providing & Fixing 18 Mm Thk Flame Finish Granite Tread Tiles In Single Piece In Jet Black With Rounded Off Nosing, Antiskid Groove Laid On 20 Mm (Average) Thick Bed Of Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) With Neat Cement Slurry Including Pointing With Pigmented Cement Slurry To Match The Shade Of Slab, Cleaning Etc. Complete. ( Price Range 2000 To 2100 Rs Per Sq Mtr.) , Providing And Fixing Granite Stone Slabs (Mirror Polished) 18Mm Thick In Risers Of Steps, Skirting, Dado And Pillars Laid On Cement Paste And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slabs, Including Rubbing And Polishing Complete. Jet Black , Providing And Laying Polished Granite Stone Flooring, Coping In Required Design And Patterns, In Linear As Well As Curvilinear Portions Of The Building, All Complete As Per The Architectural Drawings, With 18 Mm Thick Stone Slab Over 20 Mm (Average) Thick Base Of Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), Laid And Jointed With Cement Slurry And Pointing With White Cement Slurry Admixed With Pigment Of Matching Shade, Including Rubbing, Curing And Polishing Etc. All Complete As Specified And As Directed By The Engineer-In-Charge. Polished Granite Stone Slab Jet Black, Cherry Red, Elite Brown, Cat Eye Or Equivalent. ( Price Range 1550 To 1600 Rs Per Sq Mtr.) , Providing And Laying Factory Made Shot Blasted Cement Concrete Interlocking Paver Block Of Minimum M35/M40 Grade Made By Heavy Duty Block Making Machine With Strong Vibratory Compaction And Of Aprpoved Size And Design / Shape Laid In 50 Mm Thick Compacted Bed Of Coarse Sand, Filling The Joints With Coarse Sand, Etc. All Complete As Per The Direction Of Engineer.- In I, Wave, Rectangular, Square Etc. Shapes. The Products Should Comply To Is 15658:2006 And Manfucatured By Iso9001: 2008 Certified Plant. The Shot Blasting Should Be Done Using 0.4-0.5Mm Dia Steel Shots With A Speed Of 3200 Rpm .80 Mm Thick In All Colours Except Grey (M40 Grade) , Providing And Laying Factory Made Shot Blasted Cement Concrete Interlocking Paver Block Of Minimum M35/M40 Grade Made By Heavy Duty Block Making Machine With Strong Vibratory Compaction And Of Aprpoved Size And Design / Shape Laid In 50 Mm Thick Compacted Bed Of Coarse Sand, Filling The Joints With Coarse Sand, Etc. All Complete As Per The Direction Of Engineer.- In I, Wave, Rectangular, Square Etc. Shapes. The Products Should Comply To Is 15658:2006 And Manfucatured By Iso9001: 2008 Certified Plant. The Shot Blasting Should Be Done Using 0.4-0.5Mm Dia Steel Shots With A Speed Of 3200 Rpm. 80 Mm Thick In Grey Colour (M40 Grade) , Providing And Fixing 18Mm Thick Polished Black Granite Machine Cut For Kitchen Platforms, Counters, Window Sills, Door Frame, Urinal Partitions , Fascia And Similar Locations Of Required Size Of Approved Shade, Colour And Texture Laid Over 20Mm Thick Base Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) With Joints Treated With White Cement, Mixed With Matching Pigment, Epoxy Touch Ups, Including Rubbing, Curing,Moulding And Polishing To Edge To Give High Gloss Finish, Etc. Complete At All Levels.( Price Range Rs.1500 To Rs.1700 Per. Sq.M ) , Providing 25Mm Thick Cuddapah Slabs Machine Cut And Polished On Either Side In Partitions Including Making Necessary Grooves In The Wall And Fixing With Cement Mortar, Complete As Directed By The Engineer. , Supplying And Fixing Pre-Cast Cement Concrete Kerb-Stones(Factory Made,The Factory Should Be Iso Certified And Registered Under Dirctorate Of Industries, Govt. Of India) Of M-20 With 20 Mm Nominal Size Granitic/Basaltic Aggregate Properly Consolidated By Mechanical Plat-Form And Vibrators With Smooth Finish Including Fixing At Site Complete As Per Specification. Size 60 Cm L X45 Cm H X 15 Cm T , Kotah Stone Slab Flooring Over 20 Mm (Average) Thick Base Laid Over & Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab Including Rubbing & Complete With Base Of Cement Mortar 1:4 (1 Cement : 4 Coarse Sand). 20 Mm Thick. , Providing Water Proofing Treatment Over The New Reinforced Cement Concrete Roofs Terrace By Spreading Cement Slurry Over The Reinforced Cement Concrete Slab And Laying Of 10Cms. Average Laterite Stone Ballast Coba With The Necessary Gradient For Easy Flow Of Rain Water And The Coba In Covered With Damp Proof Of Hindustan Water Proofing Co. Or Equivalent Jointless Water Proofing Plaster Of Mix 1:3 (1 Cement: 3 Find Sand), Finished Smooth With Wooden Trowel With False Marking Of 30 Cms Square. The Vertical Surface Of The Adjoining Walls Are To Be Treated Upto A Height Of 30Cms Including Rounding Of Junction (The Rate Includes For Complete Items Including Labour And Materials And Including Cost Of Initial Treatment Of Roof Slab As Follows. The Injunction Of Damp Proof Or Equivalent Compound With Cement Solution Will Be Given As And When Found Necessary For Filling Honey Comb, Cracks Etc. In The Reinforced Cement Concrete Slabs). Note: Cement Consumption 25 Kg/Sq.M. , Providing And Fixing Waterproofing Treatment To Sanitary Blocks Consisting Of Layers Of Laterite Stone Coba Of 75 Mm Thick In Cement Mortar 1:2 Sand Witched Between Two Layers Of Cement Mortar 1:4 (20 Mm Thick ) Mixed With Water Proofing Compound, Top Finishing Coat Of Cement Slurry 6 To 12 Mm Thick With Water Proofing Compound Etc. Complete With 32 Mm Dia Pvc Pressure Relief Pipe Of Adequate Length Including Waterproofing Treatment To 750 Mm Height (Maximum) Of Side Wall, And Bottom Surface In Cement Mortar 1:4 With Waterproofing Compound And Covering 10 Years Guarantee On Court Fee Stamp Of Rs. 100 With Ponding Test Including All Lead, Lift Etc. Complete As Directed By Engineer. , 12 Mm Thick Cement Plaster 1:4 (1 Cement:4 Fine Sand) , 6Mm Thick Cement Plaster To Ceiling With 1:3 (1 Cement : 3 Fine Sand) , 18Mm Cement Plaster In Two Coats Under Layer , Extra For Plastering Done On Moldings, Cornices, Or Arch It Raves Including Neat Finish To Line And Level. In One Coat , Extra For Providing And Mixing Water Proofing Material Proportion Recommended By The Manufacturers. (A)12Mm Cement Plaster 1: 3 (1 Cement : 3 Sand) , Forming & Finishing The 20 Mm Groove In Plastered Surface & Repair The Edges As Per Specifications And Directions Of The Engineer In Charge. , Providing And Applying White Cement Based Putty Of Average Thickness 1.00Mm Of Approved Brand And Manufacturer, Over The Plastered Wall Surface To Prepare The Surface Even And Smooth Complete. , Wall Painting (Two Or More Coats) With Plastic Emulsion Paint Of Approved Brand And Manufacture On New Work To Give An Even Shade. , Painting Three Or More Coats With Acryllic Exterior Paint Of Approved Brand And Manufacture (Such As Weather Shield,Apex) Including Applying One Coat Of Cement Primer And One Coat Of Surface Treatment Etc. Complete. , Painting (Two Or More Coats) With Synthetic Enamel Paint Of Approved Brand And Manufacture In All Shade Or New Work Over And Under Coat Of Suitable Shade With Ordinary Paint Of Approved Brand And Manufacture To Give An Even Shade , Providing & Fixing 19Mm Thk Plywood Work In Frames Of Doors Using 19Mm Marine Ply (Waterproof) With All Hardware,And Other Frames And Fixed In Position With 50 Mm Fastners Etc. Complete As Specified As Shown In The Drawings. , Providing And Fixing First Class Indian Teak Wood Moulded Beading To Door And Window Frames With Iron Screws , Plugs And Priming Coat On Unexposed Surfaces Etc. 50X12Mm Size. , Providing And Fixing Block Board Flush Door Shutters 35Mm Thick ( 1St Class Teak Ply On Both Faces), Laminated On Both Sides With 1Mm Thick Laminate Of Approved Brand And Colour Including Cost Of Adhesive, Nails, Screws During Fixing Etc. Complete. , Providing & Fixing Bright Finished Stainless Steel Mortise Latch & Lock With 60 Mm Cylinder And A Pair Of Levers, Handles With Necessary Screws Etc.Complete , Providing And Fixing Bright Finished Brass Door Latch With Necessary Screws Etc Complete. 300X 16 X 5 Mm , Providing And Fixing Chromium Plated Brass Butt Hinges With Necessary Screws Etc. Complete Size 125 X 70 X 4.0Mm , Provided And Fixing 150 Mm Chromium Plated Brass Floor Door Stopper With Rubber Cushion Screws Etc. To Suit Shutters Thickness Complete. , Providing And Fixing Bright Finished Brass Tower Bolts (Barrel Type) With Screws Etc. Complete. 200 X 10 Mm , Providing Frp Door Shutters 35Mm Thick With Frame Size In Clear Opening Of 0.75X2.10M Hinges And Screws Complete., , Dismantling The Tile Work In Floors And Roofs Laid In Cement Including Stacking Of Materials Within 50 Meters Lead For Thickness Of Tiles 10Mm To 25Mm. , Disposal Of Unserviceable Materials Such As Laterite Stones, Bricks, Cement Concrete, Scrap Materials, Excess Earth By Tipper Truck Or As Directed By Engineer In Charge Including Loading, Transportation, Unloading, Levelling Etc At The Risk And Cost Of Agency / Contractor Including Selection Of Site For Disposal With All Lifts And Leads Etc. All Complete. , Providing And Fixing Anodized Aluminum Ventilators (Including Frame And Shutter ) With Three Partitions With 5 Mm Thick Approved Clear Float Glass In One Partition, Exhaust Opening In One Partition & 6 Mm Thk Glass Louvers In One Partition With Using Weight And Size Of Section Not Less Then As Specified Or As Shown In Drawing ,Locking Arrangement,Silicon Sealant ,Epdm Gaskets, Including All Aluminum Fixture And Fittings Etc. Complete . All Gaps Between Civil Work And Aluminium Frames Shall Be Sealed And Made Watertight By Applying Silicone Sealant.Rectangular Tube @0.478Kg/M , Providing And Fixing Of Aluminium Window With 3 Tracks And 2 Shutters Sliding Window With Tobular Frame Ployster Powder If Thicness 75-80 Microns With Approved Standard Accessaries Such As Ball Beaing Rollers, Concealed Lock, 6Mm Thick Plain Clear Glass With Epdm Beading Etc. , Drilling 150 Mm Deep Hole In R C C And Grouting The Rebar With Lockfix Etc Complete. 10 Mm Dia , Drilling 150 Mm Deep Hole In R C C And Grouting The Rebar With Lockfix Etc Complete.12 Mm Dia , Constructing Soak Pit 1.20M X 1.20M X1.20M Filled With Laterite Stone Aggregate 125 To 180 Mm Including S.W. Drain Pipe 100 Mm Diameter And 1.2M. Long Complete As Per Standard Design , Dismantling Steelwork In Built Up Sections In Angles, Tees, Flats And Channels Including All Gusset Plates Bolts, Nuts, Cutting Dismembering And Staking Within 50 Mts. Lead Extra For Dismantling Trusses, Rafters, Purlins Etc. Of Steel Work, For Every Additional Span Of One Meter Or Part Thereof Beyond 10 Mts. , Demolishing Laterite Stone Masonry In Cement Mortar Including Stacking Of Serviceable Material & Disposal Of Unserviceable Material Within 50 Mts. Lead. , Dismantling Doors, Windows And Clearestory Windows (Steel Or Wood) Shutters Including Chowkhats Architrave Holdfast Etc. Complete And Staking Within 50 Mt. Lead. Of Area 3 Sq.M. And Below , Dismantling Wood Work Of Area Below 40 Sq.Cm. Wrought Framed And Fixed In Frames, Other Frames And Trusses Including Stacking Of Material Within 50 Mts. Lead , Dismantling G.I. Sheets Roofing Including Ridges, Hips Valleys And Gutters Etc. And Stacking The Material Within 50 Meters Lead. , Providing & Fixing Below Mentioned Items Made In Fiber (Frp/Grp/ Any Other Material Specified By Vendor) Alongwith Fabricating A Rigid Skeletal Frame Work By Welding Steel Bars/Weld Mesh As Per The Desired Size, Shape And Profile Of The Finished Structure .Finish Should Be Simillar To The Photofeatures Approved By The Architect. Rate Should Be Inclusive Of Scaffolding , Reinforcement Welding, Framework As Per Structural Design. Work Should Be As Per Detail Design & Drawing And Satisfactory Of The Architects. Theming Work For Main Entrance Gate In Frp As Per Tender Drawing , Providing & Fixing Below Mentioned Items Made In Fiber (Frp/Grp/ Any Other Material Specified By Vendor) Alongwith Fabricating A Rigid Skeletal Frame Work By Welding Steel Bars/Weld Mesh As Per The Desired Size, Shape And Profile Of The Finished Structure .Finish Should Be Simillar To The Photofeatures Approved By The Architect. Rate Should Be Inclusive Of Scaffolding , Reinforcement Welding, Framework As Per Structural Design. Work Should Be As Per Detail Design & Drawing And Satisfactory Of The Architects. Theming Work For Mahadev Big Mural In Frp As Per Tender Drawing , Providing & Fixing Below Mentioned Items Made In Fiber (Frp/Grp/ Any Other Material Specified By Vendor) Alongwith Fabricating A Rigid Skeletal Frame Work By Welding Steel Bars/Weld Mesh As Per The Desired Size, Shape And Profile Of The Finished Structure .Finish Should Be Simillar To The Photofeatures Approved By The Architect. Rate Should Be Inclusive Of Scaffolding , Reinforcement Welding, Framework As Per Structural Design. Work Should Be As Per Detail Design & Drawing And Satisfactory Of The Architects. Theming Work For Nandi In Frp As Per Tender Drawing , Providing And Fixing Weepholes With Rigid Pvc Make Laid In Position With A Required Slope And Level While Layingpipes Of Approved The Concrete Of Retaining Wall,Wing Wall And Earth Retainig Structure Complete As Directed By The Engineer In Charge , Providing And Fixing Concrete Roof Tiles Of Monier Brand Elabana Series Over Fabrication Structure As Per Manufacture Guidelines, Including Fixing Tiles In Standard Patterns Or As Specified By The Architect. Colour - Orange , Providing And Fixing Monier Concrete Ridges As Required Over Layer Of Topflex Including All Necessary Fixtures Etc. , Providing And Fixing Monier Barge Tiles As Required Over Layer Of Topflex Including All Necessary Fixtures Etc. , Providing And Laying 300X350X160 Mm Thick Decorative Laterite Stone Flooring (Patradevi Stone) Laid On 20 Mm Thick Base Of Cement Mortar 1:4 ( 1Cement :4 Coarse Sand ) Including Maintaining 75 Mm Gap Between Two Stone For Grassing.Gaps To Be Filled With Good Earth For Grassing. All Work Completed As Per Directed By Engineer-In-Charge.(Price Including Stone,Gardening Soil,Fertilizers And Grass Etc Complete) , Supplying And Stacking Of Good Earth ( Garden Soil) At Site Including Royalty And Carriage Upto 1 Km. (Earth Measured In Stacks Will Be Reduced By 20% For Payment). , Spreading Of Sludge, Dung Manure Or/And Good Earth (Garden Soil) In Required Thickness (Cost Of Sludge, Dung Manure Or/And Good Earth To Be Paid Separately). , Supply At Site Of Work/Store Deoiled Neem Cake Duly Packed In Used Gunny Bags As Per Mort & H Specification 308.2 , Supplying Of Sludge Duly Stacked At Site/Store As Per Mort & H Specification 308.2 , Filling Mixture Of Earth & Sludge Or Manure In The Desired Proportion In Trenches Flooding With Water And Leveling (Cost Of Supplying Earth And Sludge Or Manure And Mixing Excluded). , Providing, Laying And Planting Various Trees & Palms As Listed Below As Per The Mentioned Size Including Adding Fertilizers As Per Planting Schedule, Manure And Neem Cake Etc. Including Their Maintainance Upto 3 Months During Which The Contractor Is Suppose To Maintain All These In All Respects Such As Watering, Pruning, Spraying Of Pesticides, Fungicides, Insecticides, Adding Fertilisers, Removing Of Weeds As Per Specification And Direction Of The Engineer And Also Replacing With Similar Plants In Case Of Death Of Any Plants. The Plant Will Be Selected And Approved By The Engineer Before Plantation. Plumeria Rubra , Providing, Laying And Planting Various Trees & Palms As Listed Below As Per The Mentioned Size Including Adding Fertilizers As Per Planting Schedule, Manure And Neem Cake Etc. Including Their Maintainance Upto 3 Months During Which The Contractor Is Suppose To Maintain All These In All Respects Such As Watering, Pruning, Spraying Of Pesticides, Fungicides, Insecticides, Adding Fertilisers, Removing Of Weeds As Per Specification And Direction Of The Engineer And Also Replacing With Similar Plants In Case Of Death Of Any Plants. The Plant Will Be Selected And Approved By The Engineer Before Plantation. Saraca Ashoka , Providing, Laying And Planting Various Trees & Palms As Listed Below As Per The Mentioned Size Including Adding Fertilizers As Per Planting Schedule, Manure And Neem Cake Etc. Including Their Maintainance Upto 3 Months During Which The Contractor Is Suppose To Maintain All These In All Respects Such As Watering, Pruning, Spraying Of Pesticides, Fungicides, Insecticides, Adding Fertilisers, Removing Of Weeds As Per Specification And Direction Of The Engineer And Also Replacing With Similar Plants In Case Of Death Of Any Plants. The Plant Will Be Selected And Approved By The Engineer Before Plantation. Neem , Providing, Laying And Planting Various Trees & Palms As Listed Below As Per The Mentioned Size Including Adding Fertilizers As Per Planting Schedule, Manure And Neem Cake Etc. Including Their Maintainance Upto 3 Months During Which The Contractor Is Suppose To Maintain All These In All Respects Such As Watering, Pruning, Spraying Of Pesticides, Fungicides, Insecticides, Adding Fertilisers, Removing Of Weeds As Per Specification And Direction Of The Engineer And Also Replacing With Similar Plants In Case Of Death Of Any Plants. The Plant Will Be Selected And Approved By The Engineer Before Plantation. Nyctanthes , Providing, Laying And Planting Various Trees & Palms As Listed Below As Per The Mentioned Size Including Adding Fertilizers As Per Planting Schedule, Manure And Neem Cake Etc. Including Their Maintainance Upto 3 Months During Which The Contractor Is Suppose To Maintain All These In All Respects Such As Watering, Pruning, Spraying Of Pesticides, Fungicides, Insecticides, Adding Fertilisers, Removing Of Weeds As Per Specification And Direction Of The Engineer And Also Replacing With Similar Plants In Case Of Death Of Any Plants. The Plant Will Be Selected And Approved By The Engineer Before Plantation. Peltophorum Pterocarpum , Providing, Laying And Planting Various Trees & Palms As Listed Below As Per The Mentioned Size Including Adding Fertilizers As Per Planting Schedule, Manure And Neem Cake Etc. Including Their Maintainance Upto 3 Months During Which The Contractor Is Suppose To Maintain All These In All Respects Such As Watering, Pruning, Spraying Of Pesticides, Fungicides, Insecticides, Adding Fertilisers, Removing Of Weeds As Per Specification And Direction Of The Engineer And Also Replacing With Similar Plants In Case Of Death Of Any Plants. The Plant Will Be Selected And Approved By The Engineer Before Plantation. Bauhinia Purpurea , Providing, Laying And Planting Various Trees & Palms As Listed Below As Per The Mentioned Size Including Adding Fertilizers As Per Planting Schedule, Manure And Neem Cake Etc. Including Their Maintainance Upto 3 Months During Which The Contractor Is Suppose To Maintain All These In All Respects Such As Watering, Pruning, Spraying Of Pesticides, Fungicides, Insecticides, Adding Fertilisers, Removing Of Weeds As Per Specification And Direction Of The Engineer And Also Replacing With Similar Plants In Case Of Death Of Any Plants. The Plant Will Be Selected And Approved By The Engineer Before Plantation. Filliciam Decipiens , Providing, Laying And Planting Various Trees & Palms As Listed Below As Per The Mentioned Size Including Adding Fertilizers As Per Planting Schedule, Manure And Neem Cake Etc. Including Their Maintainance Upto 3 Months During Which The Contractor Is Suppose To Maintain All These In All Respects Such As Watering, Pruning, Spraying Of Pesticides, Fungicides, Insecticides, Adding Fertilisers, Removing Of Weeds As Per Specification And Direction Of The Engineer And Also Replacing With Similar Plants In Case Of Death Of Any Plants. The Plant Will Be Selected And Approved By The Engineer Before Plantation. Cordia Dichotoma , Providing, Laying And Planting Various Trees & Palms As Listed Below As Per The Mentioned Size Including Adding Fertilizers As Per Planting Schedule, Manure And Neem Cake Etc. Including Their Maintainance Upto 3 Months During Which The Contractor Is Suppose To Maintain All These In All Respects Such As Watering, Pruning, Spraying Of Pesticides, Fungicides, Insecticides, Adding Fertilisers, Removing Of Weeds As Per Specification And Direction Of The Engineer And Also Replacing With Similar Plants In Case Of Death Of Any Plants. The Plant Will Be Selected And Approved By The Engineer Before Plantation. Cassia Fistula , Providing, Laying And Planting Various Trees & Palms As Listed Below As Per The Mentioned Size Including Adding Fertilizers As Per Planting Schedule, Manure And Neem Cake Etc. Including Their Maintainance Upto 3 Months During Which The Contractor Is Suppose To Maintain All These In All Respects Such As Watering, Pruning, Spraying Of Pesticides, Fungicides, Insecticides, Adding Fertilisers, Removing Of Weeds As Per Specification And Direction Of The Engineer And Also Replacing With Similar Plants In Case Of Death Of Any Plants. The Plant Will Be Selected And Approved By The Engineer Before Plantation. Millingtonia Hortensis , Providing, Laying And Planting Various Trees & Palms As Listed Below As Per The Mentioned Size Including Adding Fertilizers As Per Planting Schedule, Manure And Neem Cake Etc. Including Their Maintainance Upto 3 Months During Which The Contractor Is Suppose To Maintain All These In All Respects Such As Watering, Pruning, Spraying Of Pesticides, Fungicides, Insecticides, Adding Fertilisers, Removing Of Weeds As Per Specification And Direction Of The Engineer And Also Replacing With Similar Plants In Case Of Death Of Any Plants. The Plant Will Be Selected And Approved By The Engineer Before Plantation. Jacaranda Mimosifolia , Providing, Laying And Planting Various Trees & Palms As Listed Below As Per The Mentioned Size Including Adding Fertilizers As Per Planting Schedule, Manure And Neem Cake Etc. Including Their Maintainance Upto 3 Months During Which The Contractor Is Suppose To Maintain All These In All Respects Such As Watering, Pruning, Spraying Of Pesticides, Fungicides, Insecticides, Adding Fertilisers, Removing Of Weeds As Per Specification And Direction Of The Engineer And Also Replacing With Similar Plants In Case Of Death Of Any Plants. The Plant Will Be Selected And Approved By The Engineer Before Plantation. Neolamarckia Cadamba , Providing, Laying And Planting Various Trees & Palms As Listed Below As Per The Mentioned Size Including Adding Fertilizers As Per Planting Schedule, Manure And Neem Cake Etc. Including Their Maintainance Upto 3 Months During Which The Contractor Is Suppose To Maintain All These In All Respects Such As Watering, Pruning, Spraying Of Pesticides, Fungicides, Insecticides, Adding Fertilisers, Removing Of Weeds As Per Specification And Direction Of The Engineer And Also Replacing With Similar Plants In Case Of Death Of Any Plants. The Plant Will Be Selected And Approved By The Engineer Before Plantation. Thevetia , Providing, Laying And Planting Various Trees & Palms As Listed Below As Per The Mentioned Size Including Adding Fertilizers As Per Planting Schedule, Manure And Neem Cake Etc. Including Their Maintainance Upto 3 Months During Which The Contractor Is Suppose To Maintain All These In All Respects Such As Watering, Pruning, Spraying Of Pesticides, Fungicides, Insecticides, Adding Fertilisers, Removing Of Weeds As Per Specification And Direction Of The Engineer And Also Replacing With Similar Plants In Case Of Death Of Any Plants. The Plant Will Be Selected And Approved By The Engineer Before Plantation. Michelia Champaca , Providing, Laying And Planting Various Trees & Palms As Listed Below As Per The Mentioned Size Including Adding Fertilizers As Per Planting Schedule, Manure And Neem Cake Etc. Including Their Maintainance Upto 3 Months During Which The Contractor Is Suppose To Maintain All These In All Respects Such As Watering, Pruning, Spraying Of Pesticides, Fungicides, Insecticides, Adding Fertilisers, Removing Of Weeds As Per Specification And Direction Of The Engineer And Also Replacing With Similar Plants In Case Of Death Of Any Plants. The Plant Will Be Selected And Approved By The Engineer Before Plantation. Plumeria Alba , Supplying & Planting Shrubs, Creepers, Ground Covers, As Listed Below As Per The Mentioned Size Including Adding Fertilizers As Per Planting Schedule, Manure And Neem Cake Etc. Including Their Maintainance Upto 3 Months During Which The Contractor Is Suppose To Maintain All These In All Respects Such As Watering, Pruning, Spraying Of Pesticides, Fungicides, Insecticides, Adding Fertilisers, Removing Of Weeds As Per Specification And Direction Of The Engineer And Also Replacing With Similar Plants In Case Of Death Of Any Plants. The Plant Will Be Selected And Approved By The Engineer Before Plantation. , Providing And Fixing White Vitreous China Type Water Closet Squatting Pan (European Type W.C. Pan) With Dual Flushing (Citren Nelson/ Similar)With Stop Cock Wall Flanges Flush Pipe Or Elbow And Vacuum Breaker Coupling Etc. Including Cutting Making Good The Walls And Floors Where Required. (Excluding Handicap Toilets) , Providing And Fixing Hand Shower (Health Faucet) With 8Mm Dia, Abs/Brass Body With Double Lock 1.00M Long Flexible Tube (Brass Plated Stainless Steel Flexible Hose) And Wall Hook Of Approved Quality Confirming To Is Standards. (All Ewc Including Handicap Toilets) , Providing And Fixing Nickel Chrome Plated Copper Alloy Fancy Long Body Bib Cock With Wall Flange Jaquar Make Or Equivalent. Confirming To Is 8931;1993 For Orissa Pan. 15Mm Nominal Bore , Providing And Fixing White Vitreous China Flat Back Or Wall Corner Type Lipped Front Urinal Basin Of 430 X 260 X 350 Mm And 340 X 430 X 265 Mm Sizes Respectively With Pvc Automatic Flushing Cistern With Fittings, R.S. Or C.I. Brackets, Standard Size Galvanized Steel Flush Pipe And Spreaders With Brass Unions & G.I. Clamps Complete, Including Painting Of Cistern And Fittings, Cutting And Making Good The Walls And Floors Where Required. (A)One Urinal Basin With 5 Liters P .V .C. Automatic Flushing Cistern. , Providing And Fixing Vitreous China Wash Basin With Rs Or C.I. Brackets Painted White, 15 Mm C.P. Brass Pillar Taps C.P. Brass Chain With Rubber Plug 32 Mm C.P. Brass Waste Of Pattern, 32 Mm Diameter M.I. Or C.P. Brass Trap And Union Complete, Including Cutting And Making Good The Walls Where Required. Flat Back Wash Basin Size 550 X 400Mm With A Single 15 Mm C.P. Brass Pillar Taps. , Providing And Fixing Nickel Chrome Plated Copper Alloy Fancy Bottle Trap Economy Type 32Mm Jaquar Make Or Equivalent. Confirming To Is 8931;1993 , Providing & Fixing Liquid Soap Container With C. P. Brass Lid And Brackets Fixed To Wooden Cleats With C. P. Brass Screws. Plastic Container , Providing And Fixing Nahani Trap Of Rigid Pvc (Approved Make) For S.W.R. Pipes Including Lubricating Etc. Complete, Without Door : 110Mm , Providing And Fixing Nahani Trap Of Rigid Pvc (Approved Make) For S.W.R. Pipes Including Lubricating Etc. Complete, Without Door : 75Mm , Providing And Fixing Nickel Chrome Plated Copper Alloy Fancy Wall Mixer With 3 In 1 System With 115Mm Long Bend Pipe For Connection To Over Head Shower Jaquar Make Or Equivalent. Confirming To Is 8931;1993 , Providing & Fixing C.P. Brass Towel Rail Complete With C.P. Brass Brackets Fixed To Wooden Cleats With C. P. Brass Screws. 750X20 , Providing & Fixing Soap Dish Chromium Plated With Brackets Fixed To Wooden Cleats With Cp Brass Screw , Providing And Fixing Rigid Pvc S.W. R. (Soil, Waste And Rain Water Drainage Pipes Of Approved Make Including Lubricant Etc. Complete (Single/Double) Socket-Ed .110Mm Dia , Providing And Fixing Rigid Pvc S.W. R. (Soil, Waste And Rain Water Drainage Pipes Of Approved Make Including Lubricant Etc. Complete (Single/Double) Socket-Ed. 75Mm Dia , Providing And Fixing Rigid Pvc Bend Of Required Degree (Of Approved Make) For S.W.R. Drainage Pipes Of Approved Including Lubricating.110Mm , Providing And Fixing Rigid Pvc Bend Of Required Degree (Of Approved Make) For S.W.R. Drainage Pipes Of Approved Including Lubricating. 75Mm , Providing And Fixing Rigid Pvc Bend (Approved Make ) For S.W.R. Pipes Including Lubricating Etc Complete Bend With Door :110Mm , Providing And Fixing Rigid Pvc Bend (Approved Make ) For S.W.R. Pipes Including Lubricating Etc Complete Bend With Door : 75 Mm , Providing And Fixing Single Tee Of Rigid Pvc (Approved Make ) For S.W.R. Pipes Including Lubricating Etc Complete, With Door :110Mm , Providing And Fixing Single Tee Of Rigid Pvc (Approved Make ) For S.W.R. Pipes Including Lubricating Etc Complete, With Door : 75Mm , Providing And Fixing Single Y Of Rigid Pvc (Approved Make ) For S.W.R. Pipes Including Lubricating Etc Complete, Without Door 110Mm , Providing And Fixing Single Y Of Rigid Pvc (Approved Make ) For S.W.R. Pipes Including Lubricating Etc Complete, Without Door . 75Mm , Providing And Fixing R.P.V.C. Vent Cowl: 110Mm , Providing And Fixing R.P.V.C. Vent Cowl: 75Mm , Construction Of Manhole Rectangular In Shape Including Cement Concrete 1:3:6 (1 Cement:3 Coarse Sand:6 Graded Stone Aggregate 20Mm Nominal Size) Foundation Thickness Of Concrete 20Cms And Offset 10Cms On Both Sides And First Class Brick Work With Bricks Class Designation 100Kg/Cm2 In Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) 23Cms Thick Including Providing & Fixing Ci Footrests Confirming To Is 5445/69 Or Revised And Whose Weight Shall Not Be Less Than 5.30Kgs Including Fixing In Man-Hole At 30Cm C / C In 20X 20X10Cm Cement Concrete Block 1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20Mm Nominal Size) And 12Mm Thick Plaster Inside And Outside With Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) Including Adding Waterproofing Compound Of Approved Brand In Cement Mortar With A Floating Coat Of Neat Cement And Making Channel In Cement Concrete 1:2:4 (1 Cement :2 Coarse Sand : 4 Graded Stone Aggregate 20M Nominal Size) Neatly Finished Complete As Per Standard Design. Inside Size 0.60X0.60M And 0.60M Deep (With Medium Duty Di Manhole Cover & Frame Of Size 0.60X 0.60M Weighing 90Kgs ) Including Fixing With Cement Concrete 1:2:4 ( 1 Cement :2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size And Applying The Frame & Cover With Coal Tar. , Providing And Fixing Square Mouth S.W. Gully Trap Grade A Complete With C.I. Grating Brick Masonry Chamber And Water Tight C.I. Cover With Frame Of 300 X 300 Mm Size (Inside The Weight Of The Cover To Be Not Less Than 4.53 Kg.) And Frame To Be Not Less Than 2.72 Kg As Per Standard Design:.B) 150 X 100 Mm Size P Or S Type , Providing And Fixing Astm Upvc Pipe, Conforming To Astm 2467 With Iso 14001, Including All Upvc Plain & Brass Threaded Fittings, Including Jointing Of Pipes & Fittings With One Step Upvc Solvent Cement, Trenching ,Refilling & Testing Of Joints Complete As Per Direction Of Engineer. External Work. 25Mm Outer Dia. , Providing And Fixing Astm Upvc Pipe, Conforming To Astm 2467 With Iso 14001, Including All Upvc Plain & Brass Threaded Fittings, Including Jointing Of Pipes & Fittings With One Step Upvc Solvent Cement, Trenching ,Refilling & Testing Of Joints Complete As Per Direction Of Engineer. External Work. 32Mm Outer Dia. , Providing And Fixing Brass Full Way Valve (Heavy) Duty With Wheel Of Approved Quality : (Toilet Internal Ball Valve, 15Mm Nominal Bore , Providing And Fixing Brass Full Way Valve (Heavy) Duty With Wheel Of Approved Quality : (Toilet Internal Ball Valve, 40 Mm Nominal Bore . , Providing And Fixing Non-Return Valve Of Approved Quality :40 Mm Nominal Bore , Providing And Fixing Ball Valve ( Brass ) Of Approved Quality .25 Mm Nominal Bore , Providing And Fixing Chlorinated Ployvinyl Chloride (Cpvc) Pipes Confirming To Is:15778, Having Thermal Stability For Hot And Cold Water Supply Including All Cpvc Plain And Brass Threaded Fittings Including Fixing The Pipes With Clamps At 1 Mt. Spacing. This Includes Jointing Of Pipes And Fittings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of The Engineer-In-Charge. Internal Work Exposed On Wall (Medium Duty Sdr 13.5. 15 Mm , Providing And Fixing Chlorinated Ployvinyl Chloride (Cpvc) Pipes Confirming To Is:15778, Having Thermal Stability For Hot And Cold Water Supply Including All Cpvc Plain And Brass Threaded Fittings Including Fixing The Pipes With Clamps At 1 Mt. Spacing. This Includes Jointing Of Pipes And Fittings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of The Engineer-In-Charge. Internal Work Exposed On Wall (Medium Duty Sdr 13.5. 20 Mm , Providing And Fixing Chlorinated Ployvinyl Chloride (Cpvc) Pipes Confirming To Is:15778, Having Thermal Stability For Hot And Cold Water Supply Including All Cpvc Plain And Brass Threaded Fittings Including Fixing The Pipes With Clamps At 1 Mt. Spacing. This Includes Jointing Of Pipes And Fittings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of The Engineer-In-Charge. Internal Work Exposed On Wall (Medium Duty Sdr 13.5. 25 Mm , Providing And Fixing Chlorinated Ployvinyl Chloride (Cpvc) Pipes Confirming To Is:15778, Having Thermal Stability For Hot And Cold Water Supply Including All Cpvc Plain And Brass Threaded Fittings Including Fixing The Pipes With Clamps At 1 Mt. Spacing. This Includes Jointing Of Pipes And Fittings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of The Engineer-In-Charge. Internal Work Exposed On Wall (Medium Duty Sdr 13.5. 32 Mm , Providing And Fixing Chlorinated Ployvinyl Chloride (Cpvc) Pipes Confirming To Is:15778, Having Thermal Stability For Hot And Cold Water Supply Including All Cpvc Plain And Brass Threaded Fittings Including Fixing The Pipes With Clamps At 1 Mt. Spacing. This Includes Jointing Of Pipes And Fittings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of The Engineer-In-Charge. Internal Work Exposed On Wall (Medium Duty Sdr 13.5. 40 Mm , Providing And Fixing Chlorinated Ployvinyl Chloride (Cpvc) Pipes Confirming To Is:15778, Having Thermal Stability For Hot And Cold Water Supply Including All Cpvc Plain And Brass Threaded Fittings Including Fixing The Pipes With Clamps At 1 Mt. Spacing. This Includes Jointing Of Pipes And Fittings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of The Engineer-In-Charge. Internal Work Exposed On Wall (Medium Duty Sdr 13.5. 50 Mm , Providing And Placing On Terrace Roof Of Floor Two (1St Flor Roof Single Piece Rotational Moulded Polythene Water Storage Tank Having I S I Mark And Conforming To I S 12701;1996. 1000 Lit. Capacity , Electrical Works , Supply ,Installation,Testing & Commisioning Of 3 M High Galvanised Decorative Conical Step Pole With Decorative Light Single Bracket Made From 40 Mm. Dia ‘B Class G.I. Pipe, 0.6 To 1M. In Length Along With Pole Cap Of 300Mm / Suitable Length And 80 Mm /Suitable Dia.(Suitable To Pole Top) Duly Welded With Provided Leads, And With Foundation Bolts Having Bottom Dia. From 105 To 141 Mm, Top Dia. From 65 To 77 Mm Complete With All Required Accessories Like Junction Box With 15A Input Output Connectors , 0.5 - 6 A C Curve Sp Mcb For Suitable For Each Light Fittings 3 Core 2.5 Sq. Mm Cu Flex. Cable For Light Fitting From Junction Box To Light Fittings And Its Termination Of Cables Should Be Made Using With Proper Lugs ,Pole Will Be Painted With P U Paint As Per Gtdc Color Choice .Etc.Make-Havells, Reytek, Suncity, La Luminie As Required As Directed By The Engineer In-Charge. , Supply,Installation,Testing,Commisioning Of 40W Decorative Luminaire Made Of Spun Aluminium Body With Pressure Die-Cast Heat Management (Pdchm) And The Ip65 Optical Compartment With High Power Led/S Is Comprised Of A Deep Drawn Chemically Polished And Co-Extruded, Thermoformed Polycarbonate Protector Stabilized Agent Uv Rays Suitable For 40W Led. Fitting Should Be Suspended Mounting Type Fixture. System Wattage:40W Led, Protection Class:Ip65, Driver Integral: Constant Current, Input Voltage: 230-240 Vac, Frequency: 50-60Hz, Operating Voltage:120- 277Vac, Operating Temperature: 0Deg To +50Deg C, Single Phase Ac Supply. Led Lumens: @120Lm/W 4800Lm, Cri(Ra):80, Led Colour Temperature: 3000 To 5700K, Life Span:59,000 Hours,, Physical Body: Die Cast Aluminium Base, Body Spun Aluminium, Diffuser: Convex Type Translucent / V Translucent Polycarbonate Glass, Mounting: Suitable For 48Mm Od Pipe, Finish: Powder Coated Black, Driver Power Factor:0.95, Thd:7.8%,Surge Protection: 4Kv, Efficiency:87%. Fitting Should Have Inbuilt Driver With Efficiency 0.9 And Having Surge Protection Device Of 4Kv And External Surge Protection Device Of 10Kv. Ip65 And Lm79-2019 Report To Be Provided. Make: Havells, Reytek, Suncity, La Luminie As Required As Directed By The Engineer In-Charge. , Supply,Installation,Testing,Commisioning Of Architectural Pole Of 6Mtr Height Single Arm Made Of Galvanised Iron Sections Of 140Mm & 76Mm Dia. Wind Speed Considered In Design 50M/S, Is 875: Part - 3 :1987 .Material For Tubes Steel Of Grade Yst 210. Material For Base Plate Steel Of Grade E250 To Is 2062 ; 2011. The Bracket Will Be Provided With Reducer/Expander For Holding The Suspended Type Fixture On To The Main Pole With All Arrangements Having Position Perpendicular To The Ground. The Bracket Shall Be Single Arm On 6Mtr With A Span Of 1000Mm. The Bracket Top Shall Be Covered With Frp Cap To Enclose The Pipe. The Pole Will Be Placed With A Aluminium Embellishments On The Bottom & Middle Section For Aesthetic & Decorative Purpose. The Pole Will Be Provided With An Inbuilt Ip 65/66 Junction Box To Fix 32Amp Connectors & 6Amp Mcb Inside The Cut Window Of The Bottom Pipe The In Built Box Should Have A Flush Door Of Suitable Size. The Decorative Pole Will Be Mounted On A Square Base Plate Of Size 250 X 250Mm Having 12Mm Thickness. The Mounting Steel Plate Along With Hot Dip Galvanised Foundation Bolts Of Size M16 X 600Mm To Be Used For Ensuring Firm Grouting In The Specially Designed /Provided Reinforced Cement Concrete Foundation. The Galvanised Pole Should Be Painted In 3 Layer Coating (Coating Thickness Should Be More Than 50 Microns Minimum) In Which 1St Layer With Etch Primer, 2Nd Layer With Epoxy Zinc Primer & 3Rd Final Layer With Pu Paint Of Matt Black On Pole And Golden On Aluminium Embellishment Or As Per Gtdc .Make-Havells, Reytek, Suncity, La Luminie As Required As Directed By The Engineer In-Charge. , Supply,Installation,Testing,Commisioning Of 70W Decorative Luminaire Made Of Spun Aluminium Body With Pressure Die-Cast Heat Management (Pdchm) And The Ip65 Optical Compartment With High Power Led/S Is Comprised Of A Deep Drawn Chemically Polished And Co-Extruded, Thermoformed Polycarbonate Protector Stabilized Agent Uv Rays Suitable For 70W Led. Fitting Should Be Suspended Mounting Type Fixture. System Wattage:70W Led, Protection Class:Ip65, Driver Integral: Constant Current, Input Voltage: 230-240 Vac, Frequency: 50-60Hz, Operating Voltage:120- 277Vac, Operating Temperature: 0Deg To +50Deg C, Single Phase Ac Supply. Led Lumens: @120Lm/W 8400Lm, Cri(Ra):80, Led Colour Temperature: 3000K, Life Span:59,000 Hours,, Physical Body: Die Cast Aluminium Base, Body Spun Aluminium, Diffuser: Convex Type Translucent / V Translucent Polycarbonate Glass, Mounting: Suitable For 48Mm Od Pipe, Finish: Powder Coated Black, Driver Power Factor:0.95, Thd:7.8%,Surge Protection: 4Kv, Efficiency:87%. Fitting Should Have Inbuilt Driver With Efficiency 0.9 And Having Surge Protection Device Of 4Kv And External Surge Protection Device Of 10Kv. Ip65 And Lm79-2019 Report To Be Provided. Make: Havells, Reytek, Suncity, La Luminie As Required As Directed By The Engineer In-Charge. , Supplying And Erecting Of Concealed Type Step Light With 6W Led Lamp Die-Cast Aluminium Housing Having System Lumens Output Of Min. 500 Lumens, Min. Efficacy Of 100 Lumen/W, Cri80, Cct Upto 5000K, Beam Angle Of 110 Deg., Thd10%, Sdcm5, P.F. 0.95, Operating Range Of 230-270V, Surge Protection Of 2.5 Kv, Life Class Of 25,000 Hrs. At L70B50, Including Driver By Making Necessary Arrangement/Recess In Wall To Make It Flush With Surface ,Ip Rating : Ip 67 ,Ik10 Rated , Connecting Wire, Including Gear Box And Junction Box For Cable Connection Complete And Coated With Epoxy Zinc Phosphate Primer And Finished Using Environmentally Stable Polyurethane Based Paint .Make:- Havells,Reytek,Philips,Crompton,Leksa, La Luminaire, Wipro, Atilite, Nice. As Required As Directed By The Engineer In-Charge. , Supply ,Installation Of Tree Uplighter With Spike,9W Led Lamp Complete With Ip66, 24Vdc, Suitable Watts Driver / Power Supply (If Any), Connecting Wire,.Complete With All Accessories And Coated With Epoxy Zinc Phosphate Primer And Finished Using Environmentally Stable Polyurethane Based Paint .Make:- Havells,Reytek,Philips,Crompton,Leksa, La Luminaire, Wipro, Atilite, Nice. As Required As Directed By The Engineer In-Charge. , Supplying And Erecting Wall Mounted Street Light Bracket Made From 40 Mm. Dia ‘B Class G.I. Pipe, 0.6M. In Length Complete. , Supplying And Erecting Bulk Head Led Fitting Max. 10-12W With High Transitivity Diffuser With System Lumens Output Of Min. 1100 Lumens, Min. Efficacy Of 110 Lumen/W, Cri80, Cct Upto 6500K, Beam Angle Of 120 Deg., Thd0.95, Operating Range Of 140-260V, In Built Surge Protection Of 2.5 Kv, Life Class Of 50,000 Hrs At L70B50, Ip66, Ik09 Rated Including Driver Ip66, Ik09 Rated On Provided Pvc Block / Wooden Board With Accessories Complete. , Supply Of 3 Core Unarmoured Pvc/Xlpe Insulated, Pvc Sheathed Copper Conductor Cable Of 1.1 Kv Grade With Isi Mark Conforming To Is:1554(Part I) ,Is:7098(Part I) With Latest Amendments Of Following Size. 3 Core 2.5 Sq.Mm , Supply Of 3 Core Armoured Pvc/Xlpe Insulated, Pvc Sheathed Copper Conductor Cable Of 1.1 Kv Grade With Isi Mark Conforming To Is:1554(Part I) ,Is:7098(Part I) With Latest Amendments Of Following Size. 3 Core 4 Sq.Mm , Supply Of 4 Core Armoured Pvc/Xlpe Insulated, Pvc Sheathed Copper Conductor Cable Of 1.1 Kv Grade With Isi Mark Conforming To Is:1554(Part I) ,Is:7098(Part I) With Latest Amendments Of Following Size. 4 Core 4 Sq.Mm , Supply Of 3 1/2 Core Armoured Pvc/Xlpe Insulated, Pvc Sheathed Aluminium Conductor Cable Of 1.1 Kv Grade With Isi Mark Conforming To Is:1554(Part I) ,Is:7098(Part I) With Latest Amendments Of Following Size. 3 1/2 Core 35 Sq.Mm , Supply Of 3 Core Armoured Pvc/Xlpe Insulated, Pvc Sheathed Aluminium Conductor Cable Of 1.1 Kv Grade With Isi Mark Conforming To Is:1554(Part I) ,Is:7098(Part I) With Latest Amendments Of Following Size. 3 Core 16 Sq.Mm , Supply Of 4 Core Armoured Pvc/Xlpe Insulated, Pvc Sheathed Aluminium Conductor Cable Of 1.1 Kv Grade With Isi Mark Conforming To Is:1554(Part I) ,Is:7098(Part I) With Latest Amendments Of Following Size. 4 Core 16 Sq.Mm , Laying Of One Number Pvc Insulated And Pvc Sheathed/Xlpe Power Cable Of 1.1 Kv Grade Of Size Not Exceeding 25 Sq.Mm In The Existing Rcc/Hume/Stoneware Metal Pipe, Etc. Complete As Required , Laying Of One Number Pvc Insulated And Pvc Sheathed/Xlpe Power Cable Of 1.1 Kv Grade Of Size Not Exceeding 25 Sq.Mm Direct In Ground Including Excavation In The Form Of A Trench As Per Cable Trench Drawing Provided By The Engineer-Incharge,Sand Cushioning With Screened Sand Bed Of 20Mm Thick , Protective Covering With Bricks Placed Breadth-Wise On Top Of Cable All Over The Run( The Brick Protection Shall Cover The Cable And Project Atleast 5 Cms Over The Sides Of The Cable) And Backfilling The Excavated Earth Without Stones Or Hard Material And Making The Surface Proper With 15 Cm Crown On The Top Complete As Required. A) In Soily Strata , Laying Of One Number Pvc Insulated And Pvc Sheathed/Xlpe Power Cable Of 1.1 Kv Grade Of Size Exceeding 25 Sq.Mm But Not Exceeding 120 Sq.Mm Direct In Ground Including Excavation In The Form Of A Trench As Per Cable Trench Drawing Provided By The Engineer-Incharge,Sand Cushioning With Screened Sand Bed Of 20Mm Thick , Protective Covering With Bricks Placed Breadth-Wise On Top Of Cable All Over The Run( The Brick Protection Shall Cover The Cable And Project Atleast 5 Cms Over The Sides Of The Cable) And Backfilling The Excavated Earth Without Stones Or Hard Material And Making The Surface Proper With 15 Cm Crown On The Top Complete As Required. (A) In Soily Strata , Laying Of One Number Additional Pvc Insulated And Pvc Sheathed/Xlpe Power Cable Of 1.1 Kv Grade Of Size Not Exceeding 25 Sq.Mm Direct In Ground In The Same Trench In One Tier Horizontal Formation Including Excavation In The Form Of A Trench As Per Cable Trench Drawing Provided By The Engineer-Incharge,Sand Cushioning With Screened Sand Bed Of 20Mm Thick , Protective Covering With Bricks Placed Breadth-Wise On Top Of Cable All Over The Run( The Brick Protection Shall Cover The Cable And Project Atleast 5 Cms Over The Sides Of The Cable) And Backfilling The Excavated Earth Without Stones Or Hard Material And Making The Surface Proper With 15 Cm Crown On The Top Complete As Required. A) In Soily Strata , Laying Of One Number Pvc Insulated And Pvc Sheathed/Xlpe Power Cable Of 1.1 Kv Grade Of Size Not Exceeding 25 Sq.Mm On Surface, Etc. Complete As Required , Construction Of Manhole Rectangular In Shape Including Cement Concrete 1:3:6 (1 Cement:3 Coarse Sand:6 Graded Stone Aggregate 20Mm Nominal Size) Foundation Thickness Of Concrete 20Cms And Offset 10Cms On Both Sides And First Class Brick Work With Bricks Class Designation 100Kg/Sq.Cm (Wire Cut Bricks) Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) 23Cms Thick Including Providing & Fixing Ci Footrests Confirming To Is 5445/69 Or Revised And Whose Weight Shall Not Be Less Than 5.30Kgs Including Fixing In Man-Hole At 30Cm C / C In 20X 20X10Cm Cement Concrete Block 1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20Mm Nominal Size) And 12Mm Thick Plaster Inside And Outside With Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) Including Adding Waterproofing Compound Of Approved Brand In Cement Mortar With A Floating Coat Of Neat Cement And Making Channel In Cement Concrete 1:2:4 (1 Cement :2 Coarse Sand : 4 Graded Stone Aggregate 20M Nominal Size) Neatly Finished Complete As Per Standard Design. Iii) Inside Size 0.60X0.60M And 0.60M Deep (With Medium Duty Di Manhole Cover & Frame Of Size 0.60X 0.60M Weighing 90Kgs ) Including Fixing With Cement Concrete 1:2:4 ( 1 Cement :2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size And Applying The Frame & Cover With Coal Tar.(Refer Quantity In Drawings) , Providing At Store Or Site Work Non-Pressure Reinforced Cement Concrete Pipes Of With Collar Joints Conforming To Is:458-2003 Revised As Per Amendment No.11 , Including Freight, Carting, Loading, Unloading, Stacking Etc. Complete. C) 150 Mm Dia.Np2 Class , Supplying And Making Cable End Terminations With Brass Compression Gland And Copper Lugs For Folowing Sizes Of 3 Core Pvc Insulated Pvc Sheathed/Xlpe Aluminium Conductor Cable Of 1.1 Kv Grade, Complete As Required. 3 X 1.5/2.5 Sq. Mm. , Supplying And Making Cable End Terminations With Brass Compression Gland And Copper Lugs For Folowing Sizes Of 3 Core Pvc Insulated Pvc Sheathed/Xlpe Aluminium Conductor Cable Of 1.1 Kv Grade, Complete As Required. 3 X 4 Sq. Mm. , Supplying And Making Cable End Terminations With Brass Compression Gland And Copper Lugs For Folowing Sizes Of 4 Core Pvc Insulated Pvc Sheathed/Xlpe Aluminium Conductor Cable Of 1.1 Kv Grade, Complete As Required. 4 X 4 Sq. Mm. , Supplying And Making Cable End Terminations With Brass Compression Gland And Aluminium Lugs For Folowing Sizes Of 3 1/2 Core Pvc Insulated Pvc Sheathed/Xlpe Aluminium Conductor Cable Of 1.1 Kv Grade, Complete As Required. 3 1/2 X 35 Sq. Mm. , Supplying And Making Cable End Terminations With Brass Compression Gland And Aluminium Lugs For Folowing Sizes Of 3 Core Pvc Insulated Pvc Sheathed/Xlpe Aluminium Conductor Cable Of 1.1 Kv Grade, Complete As Required. 3 X 16 Sq. Mm. , Supplying And Making Cable End Terminations With Brass Compression Gland And Aluminium Lugs For Folowing Sizes Of 4 Core Pvc Insulated Pvc Sheathed/Xlpe Aluminium Conductor Cable Of 1.1 Kv Grade, Complete As Required. 4 X 16 Sq. Mm. , Supply Installation, Testing And Commissioning Of Following All Outdoor Feeder Pillar-1/Panels Comprising Below Points. 1)-Panels Shall Be Fabricated Out Of 16/14 Swg Crca Sheet Steel, With Necessory Structural Supports In Form Of Structural Steel Sections. 2)-Floor Mounted (Include Stand), Ip-55 Degree Protection, Bottom Or Top Bus Duct Or Cable Entry As Per The Case & Bottom Cable Exit Steel, 2Mm Frame, 1.6 Mm Compartments & Tank Process Treated & 2- Times Epoxy Painted. 3)-Proper Gland Size Holes To Be Provided By The Manufacturer With Proper Sticker And Danger Sign On All Sides Of Panel. 4)-Current Density- 1.2 Ampere/1 Sq.Mm (Is-8623 For Factory Built Assembly). 5)- Earthing Terminal At Both End. 6)-Paint-- Exterior Enclosure Tank Process Treated & 1 Coat Of Epoxy Painted And 2 Coat Of Siemens Grey As Per Shade Ral7032 With Pu Paint For Exterior And Black For Base Frame , Everywhere Maintaining Micron Upto 75. 7)All Starters Are According To Type-Ii Cordination .8)Any Other Related Details As Per Engineer Incharge. Refer Single Line Diagram. Note : Excluding Stabiliser & Energy Meter Cost.Main Incomer - 25 To 100 A Tpn Mccb,Thermal Magnetic ,25Ka -2 Nos.4 Pole Power Contactor 16A To 25 A ,415V -2 Nos.Programmable Digital Almanac Astro Timer Switch With 10 Hrs Battery Backup -2 Nos. Outgoing - 6 A To 32 A, C Series Sp Mcb , 10 Ka-15 Nos. 6 A To 32 A, C Series Tp Mcb , 10 Ka -6 Nos.And Miscellaneous Items, Wire,Selector Switch , Cable Terminal Blocks Etc. Space Provision Only For 3 Phase Meter(300 X 400 ,Lxh) And 3 Phase Stabiliser . , Supply, Installation, Testing And Commissioning Of Electronic Type Three Phase Energy Meter (Kwh), 4 Wire, Isi Marked, In Polycarbonate Or Sgheet Steel Body ( Base Mounting Type) With Counter Display/Lcd Display, With Elt, In Class 1.0, 50 Hz, 240 V. Ac Duly Tested By Mrt Along With Test Certificates, Complete As Required Of Following Capacity Of Make L & T Only. (B) 10 To 40 A , Supply, Installation, Testing And Commissioning Of 3 Kva 1 Nos. Voltage Stabilizer ,Input Voltage Range (V ) =90-300 V ,Output Voltage (V ) =240 V ,Output Voltage Regulation = 1% Of Nominal Output Voltage,Automatics High & Low Voltage Cut Off Input And Out Put Voltage Circuit Protections, Single Phasing Preventer/Phase Reversal Protection,Over Load & Short Circuit Protection(Use Mcb),Independent Phase Control,Lcd /Led Display For Regulations Mode ,Bypass Mode & Fault Conditions,Automatic Bypass: A Fault Conditions,Protection Class : Ip 20 ,Ambient Temperature : 0 To 45 Degree Celsius ,Wave Form Distortion: Pure Sine Wave. , Supplying And Fixing 6 A To 32 A, C Series Mcb Suitable For Lighting And Other Loads Of Following Poles In The Existing Mcb Db Complete With Connections Testing And Commissioning Etc As Required. A) Sp, Cat A , Supplying And Fixing Following Way Tpn Sheet Steel, Double Door, Horizontal Type Mcb Distribution Board 415 V On Surface/ Recess Complete With Tinned Copper Busbar Neutral Busbar Earth Bar Dinnbar Detachable Gland Plate Interconnections Phosphotized And Powder Painted Including Earthing Etc. As Required ( But Without Mcb/Rccb/Isolator) (C) 6 Way (8+18), Double Door, Horizontal Type Cat A , Supplying And Fixing 6 A To 32 A, C Series Mcb Suitable For Lighting And Other Loads Of Following Poles In The Existing Mcb Db Complete With Connections Testing And Commissioning Etc As Required. (E) Tpn, Cat A , Supplying And Fixing Following Rating Four Pole (Triple Pole And Neutral) 415 V Rccb Having A Sensitivity Current Upto 300Ma In The Existing Mcb Db Complete With Connections Testing And Commissioning Etc As Required.(A) 25 A, Cat A , Supplying And Fixing Sp Blanking Plate In The Existing Mcb Db Complete As Required. , Supply , Installation , Testing And Commissioning Of Cable Junction Boxes Ip 66/67 Weather Proof(Size -155 X 210 X 92 (Lxbxh)Mm + Cable Termination Upto 16 Sqmm Size.), For Outdoor Installation(With Knockouts For Cable Entry) With All Accessories. Make: Hensel ,Neptune As Required As Directed By The Engineer In-Charge , Earthing With Gi Earth Pipe 2 Mts Long 40 Mm Dia Medium Class With Isi Mark, Of Approved Brands Including Accessories And Providing Masonry Enclosure With Ci/Rcc Cover Having Locking /Lifting Arrangement And Watering Pipe Etc. (But Without Charcoal Or Coke And Salt) As Required As Per The Earthing Drawing Provided By The Engineer-Incharge.The Scope Of Work Includes The Following: A) Excavation Of Pit Of Size Not Less Than 1.0X1.0X 2.0 Mtrs(Min) And Disposal Of Excavated Soil. B) Class B Gi Pipe, 40Mm Diameter As Per Specifications. C) Charcoal/Salt As Per Specs ( Paid Seperately). D) Refilling The Pit Of Size Not Less Than 1.0X1.0X 2.0 Mtrs(Min) With Soft Black Soil Of Minimum Resistivity I/C Transportation. E)Masonary Chamber With Proper Foundation, Cover Plate And Locking Arrangement. F) Testing Of Earth Value With Earth Megger And Certifications Of Its Value. Aluminium Tag With Embossed Earthing Value To Be Attached To The Pipe . G)Watering Arrangement(Plumbing Will Be Paid Seperately). (B) In Rocky Strata , Earthing With Gi Earth Plate 600 Mm X 600 Mm X 6 Mm Thick Including Accessories And Providing Masonry Enclosure With Ci/Rcc Cover Having Locking/Lifting Arrangement And Watering Pipe Etc. (But Without Charcoal Or Coke And Salt) As Required As Per The Earthing Drawing Provided By The Engineer-Incharge.The Scope Of Work Includes The Following: A) Excavation Of Pit Of Size 1.0X1.0X 3.0 Mtrs(Min) And Disposal Of Excavated Soil. C)Watering Gi Pipe, 20Mm, Class B, With Funnel As Per Specs. D) Charcoal/Salt As Per Specs ( Paid Seperately). E) Refilling The Pit Of Size 1.0X1.0X 3.0 Mtrs(Min) With Soft Black Agriculture Soil Of Minimum Resistivity I/C Transportation. E)Masonary Chamber With Proper Foundation, Cover Plate And Locking Arrangement. F) Testing Of Earth Value With Earth Megger And Certifications Of Its Value. Aluminium Tag With Embossed Earthing Value To Be Attached To The Pipe.G)Watering Arrangement(Plumbing Will Be Paid Seperately). B)In Rocky Strata , Extra For Using Salt And Charcoal For Pipe Earth Electrode As Required( 65 Kgs Of Charcoal And 5 Kgs Of Salt). , Extra For Using Salt And Charcoal For Gi Or Copper Plate Earth Electrode As Required( 96 Kgs Of Charcoal And 5 Kgs Of Salt) , Supplying And Laying 25 Mm X 6 Mm Gi Strip At 0.5 M Below Ground As Strip Earth Electrode Including Soldering Etc. As Required , Providing And Fixing 25 Mm X 5 Mm Gi Strip On Surface Or In Recess For Coneections Etc. As Required , Supplying And Laying 6 Swg Gi Wire At 0.5 M Below Ground Level For Conductor Earth Electrode Including Soldering Etc. As Required , Wiring For Light Point/ Fan Point/ Exhaust Fan Point/ Call Bell Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Recessed Pvc Conduit(Heavy) With Modular Switch, Modular Plates, Suitable Size Modular Gi Box Of Specified Category And Earthing The Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable Etc. As Required. A) Group B -- With Cat A Modular Accessories , Wiring For Group Controlled Light Point/ Fan Point/ Exhaust Fan Point/ Call Bell Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable (With)In Recessed Pvc Conduit(Heavy) And Earthing The Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable Etc. As Required. , Wiring For Circuit/ Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor Single Core Cable In The (With) Independent Recessed Pvc Conduit(Heavy) Of Appropriate Size As Required. B) 2 X 2.5 Sq.Mm + 1 X 2.5 Sq.Mm Earthwire (20Mm Conduit) , Wiring For Circuit/ Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor Single Core Cable In The (With) Independent Recessed Pvc Conduit(Heavy) Of Appropriate Size As Required. (C) 2 X 4 Sq.Mm + 1 X 4 Sq.Mm Earthwire (20Mm Conduit) , Supplying And Fixing Of Following Sizes Of Rigid Pvc Conduit Alongwith Accessories In Surface(Medium)/Recess(Heavy) Including Cutting The Wall And Making Good The Same In Case Of Recessed Conduit As Required. B) 25 Mm , Supplying And Fixing Of Following Sizes Of Rigid Pvc Conduit Alongwith Accessories In Surface(Medium)/Recess(Heavy) Including Cutting The Wall And Making Good The Same In Case Of Recessed Conduit As Required. (C) 32 Mm(Ground To Db) , Supplying And Fixing Following Modular Switch/ Socket On The Existing Modular Plate And Switch Box Including Connections But Excluding Modular Plate Etc. As Required (A) 5/6 A Switch Cat A , Supplying And Fixing Following Modular Switch/ Socket On The Existing Modular Plate And Switch Box Including Connections But Excluding Modular Plate Etc. As Required (D) 3 Pin 5/6 A Socket Outlet Cat A , Supplying And Fixing Following Modular Switch/ Socket On The Existing Modular Plate And Switch Box Including Connections But Excluding Modular Plate Etc. As Required B) 15/16 A Switch Cat A , Supplying And Fixing Following Modular Switch/ Socket On The Existing Modular Plate And Switch Box Including Connections But Excluding Modular Plate Etc. As Required D) 6 Pin 15/16 A Socket Outlet Cat A , Supplying And Fixing Modular Blanking Plate On The Existing Modular Plate Switch Box Excluding Modular Plate Etc. As Required A) Cat A , Supplying And Fixing Following Size Modular Gi Box Alongwith Modular Base And Cover Plate For Modulator Switches In Recess Etc. As Required (A) 1 Or 2 Module ( 75 Mm X 75 Mm) Cat A , Supplying And Fixing Following Size Modular Gi Box Alongwith Modular Base And Cover Plate For Modulator Switches In Recess Etc. As Required B) 4 Module ( 125 Mm X 7 Mm) Cat A , Supplying And Fixing Following Size Modular Gi Box Alongwith Modular Base And Cover Plate For Modulator Switches In Recess Etc. As Required (C) 6 Module (200Mm X 75 Mm) Cat A , Supplying & Erecting Of Led 9 To 10W Tube Light Fitting (2 Feet) With Pc Housing, Heat Sink, Integrated Hf Electronic Driver Complete. Make: Philips, Reytek, Leska, Crompton, Wipro, Havells As Required As Directed By The Engineer In-Charge , Supplying & Erecting Of Led 20W Tube Light Fitting (4 Feet) With Aluminium Housing, Heat Sink, Integrated Hf Electronic Driver Complete.(Includes Suspension Accessories). Make: Philips, Reytek, Leska, Crompton, Wipro, Havells As Required As Directed By The Engineer In-Charge , Supplying And Erecting Outdoor Square / Circular Max. 20 W Pendent Light With Having Pressure Die-Cast Aluminium Housing, Polystyrene Diffuser Having System Lumens Output Of Min. 2000 Lumens, Min. Efficacy Of 100 Lumen/W, Cri80, Cct Upto 6500K, Beam Angle Of 120 Deg., Max. Ripple Of 5%, Thd10%, P.F. 0.95, Operating Range Of 120-270V, Surge Protection Of 2.5 Kv, Life Class Of 50,000 Hrs At L70B50 Including Driver, Having Mounting Arrangement With Board For Surface Type Or Suspended Accessories Complete. , Supply And Erecting Of 12 Inch (300 Mm Sweep) Exhaust Fan With Double Ball Bearings, 1400 Rpm, Complete With All Accessories. (A) Cat A , Supply And Erecting Of 48 Inch ( 1200Mm Sweep) Ceiling Fan, Double Ball Bearing Type, , Complete With All Accessories. (B) Cat B , Supply And Erecting Fan Hook Box ( 100 Mm Diameter Or Equivalent Square Size, 75Mm Deep) Fabricated Out Of 16 Swg Sheet Steel With 10 M Round Bar Hook Bounded To Reinforced Cement Concrete Steel Upto 50 Mm Length Protruding On Each Side Of The Box, Including Painting With 2 Coats Of Red Oxide, Complete As Required. , Supplying And Fixing Stepped Type Electronic Fan Regulator On The Existing Modular Plate Switch Box Including Connections But Excluding Modular Plate Etc. As Required (A) Cat A , Gi Pipe Medium Class 25 Mm (Civil Gsr 1034 (F)(Iii))
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 1
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