View Bid Results For Traffic Control Equipment Tenders

We found 262 Bid Results related to traffic control equipment tenders. You can find Contractor details who won traffic control equipment tenders along with contract details in Bid awards announcements section.

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Showing 1–6 of 262 tenders matching your filters
Uttar Pradesh View Result →
2.
Housing Urban and Rular Development #11333527 Technical Bid
Tender For Rate Contract For Tentage Work Like Safe House, Dome, Stage Etc. Construction Including Barricating And Miscellaneous Works And Electric Work While Vip Visits Under Pwd Division Dungarpur Distt Dungarpur= 1 Hire Charges Includes Transporatation At Site Within Division Boundary, Loading, Unloading, Placing And Removing Complete. For Any Place With In Division Boundary. Hire Charges For 3 Days.Chairs : Pvc Chair 2 Plastic Cane Chair Of Aluminium Pipe With Arms. Steel Pipe Pedded Chair 3 Tables :Tables : Wooden Table 6 X 3 (Babool). 4 Tables : Centre Table Glass Top 2X4 5 Floor Covering :Cotton Durry (Old). 6 Cotton Durry (New). 7 Non Woven Synthtic Carpet (Red/Green) (New) 8 Woolen Carpet (New). 9 White Cotton Chader (Sheet) (Washed) 10 Pipe Pandal With Covering Ht From To 12 To 18 Ft 11 Curtain Cloth (View Cutter ) Made Out Of Steel Pipe Frame Covering With Good Quality White Cloth To Cut View Including Making Holes And Made Necessary Strengthening Support Against Wind Pressure Complete . 12 Kanat Fixed With Tent. (15X6) 13 Kanat Fixed Without Tent. (15X6) 14 5Mm Galvanised Iron (G.I) Pipe 6 Mtr. Long With New Silk Flag. 15 Water Proof Tripal. 16 Wooden Stage Height 60Cm.With Steps Complete 17 Wooden Stage Height 120 To 180 Cm.With Steps Made Of 50 Mm Dia Iron Pipe Frame With Adjustable Height System And Having Smooth Top Wooden Board Complete . 18 Cotton Mattress With White Sheet (Chader). 19 Dunlop Mattress With White Chadar Size 6X3. 20 Massand With White Cover. 21 Speech Stand Having Sunmica Top. 22 White Cotton Cloth Cover For Padded Chair Inculding Ribbon 23 Barricading With Sal Ballies As Per Design Including Tying With Vertical Post By Coconut Strings Including Digging Out Holes In All Types Of Soil Complete In All Respect With Two Horizontal Members Height 1.2 M Upto 1.5M Above Ground Level And Vertical Supports Upto 2.5 Centre And Upto 3 Days Period Including Removal And Cleaning The Site Complete In All Respect & Including Dressing Of Sides And Providing Retro Reflective Tapes For Traffic Safety As Per Direction Of Engineer-In Charge In All Types Of Soil. 24 Barricading With M.S. Pipe As Per Design Including Tying With Vertical Post Including Digging Out Holes In All Types Of Soil Complete In All Respect With Two Horizontal Members Height 1.2 M Upto 1.5M Above Ground Level And Vertical Supports Upto 2.5 Centre And Upto 3 Days Period Including Removal And Cleaning The Site Complete In All Respect & Including Dressing Of Sides And Providing Retro Reflective Tapes For Traffic Safety As Per Direction Of Engineer-In Charge In All Types Of Soil. 25 Making Of Holes In Cement Concrete/ Bitumenous Road By Power Driven Hammer For Barricating Work As Per Direction Of Engineer In Charge 26 Hire Charges For Folded Type Two Seater Sofa Set (Cum Bed) With Good Quality White Cloth Cover 27 Vip Chair With Cushion 28 Add Extra For Hire Charge For Providing Welded Mesh Size 25X25 Mm (16Swg) Over Barricating (Excluding Hire Charge Of Barricating) 29 Water Proof Tent With Pipe Pandal Supported With Bamboo/Balli /Ms Pipe Frame. 30 Water Proofing Canopy With Ornamental Frill, Inner Ceiling & Curtains Above Size 20X20 31 Three Seater 32 Chemical Toilet With House Keeping Arrangement And Providing Liquid Soap, Tissues, Comb, Freshener Etc. 33 Water Proof Dome With Truss Steel Strcture, Inner Ceiling & Curtains 90 Span 34 Aluminium German Hanger Tent Roof Made Up Of Waterproof, Fire Resistant Synthetic Rubber Fabric Of 885 Gsm. 35 Hire Charges For Led Flood Light Luminaire ( White Or Warm White As Required )For 90- 150 Watt With The Standard Housing ,Pole & Mounting Accessories With Wiring, Connection With Skilled Operator To Operate System Etc. As And When Required. With Suitable Pole For 1St Day 36 For 2Nd / 3Rd Day 37 Without Suitable Polefor 1St Day 38 For 2Nd / 3Rd Day 39 Hire Charges For Led Screen Day Light Type (P3.9) Of Suitable Size For Display Complete With Mounting Arrangement/Scaffolding, Masking Of Mounting Stand, Signal Booster, Network Switch /Splitter, Data And Power Cables And Sound System Arrangement Etc. With Skilled Operator To Operate System Etc. As And When Required. For 1St Day 40 For 2Nd / 3Rd Day 41 Hire Charges For Hd Video Camera Suitable For Sdi/Hdmi Output, Recording In Dvd/Hard Disk Fuction Complete With Two Operator As And When Etc As Required. For 1St Day 42 For 2Nd / 3Rd Day 43 Hire Charges For Video Projection Arrangement (Excluding Screens) With 3 Nos. Video Camera (Pwm 120 Sony Nx 5Z7/Equivalent) Including Mixer (Pansonix Mx70/Data Video Mx500/ Equivalent) Complete With Required Hdmi/Sdi Etc. Wiring Vtr, Switchers, With Skilled Operator To Operate System Etc As And When Required. For 1St Day 44 For 2Nd / 3Rd Day 45 Hire Charges Of Crane With Operators For Video Camera For 360° Movement Complete Arrangement With Skilled Operator To Operate System As And When Etc As Required. For 1St Day 46 For 2Nd / 3Rd Day 47 Hire Charges For 42\ Hd Led/Plazma Tv Complete With Mounting Arrangement , Connections, Testing Etc. With Skilled Operator To Operate System Etc As And When Required. For 1St Day 48 For 2Nd / 3Rd Day 49 Hire Charges For 50/52\/Higher Sizes Hd Led/Plazma Tv Complete With Mounting Arrangement , Connections, Testing Etc.With Skilled Operator To Operate System Etc As And When Required. For 1St Day 50 For 2Nd / 3Rd Day 51 Hire Charges For Equipments Required For Public Address & Sound System For A Very Important Public Function/ Vvip Visits Including Transportation,T&P,Scafolding, Testing And Connections With Trial Etc. With Skilled Operator To Operate System Etc As And When Required. 15 Inch 3 Way Line Array Speaker Adamson E15/L Acoustics -K1/D&B Gsl Or Equivalent Reputed Make/Model As Approved By Engineer In Charge.For 1St Day 52 For 2Nd / 3Rd Day 53 12 Inch 3 Way Line Array Speaker Adamson E12/L Acoustics -K2/D&B Gsl/Jbl A-12 Or Equivalent Reputed Make/Model As Approved By Engineer In Charge.For 1St Day 54 For 2Nd / 3Rd Day 55 Pentium -Iv Laptop With Hdmi Cable & Stereo Sound Output Make-Hp/Dell/Lenovo Or Equivalent As Approved By Engineer In Charge.For 1St Day 56 For 2Nd / 3Rd Day 57 Cross Overs For The Speakers Distributions Make- Dbx Or Equivalent As Approved By Engineer In Charge.For 1St Day 58 For 2Nd / 3Rd Day 59 Amplifier Suitable For The Installed Speakers/Sound System As Required.For 1St Day 60 For 2Nd / 3Rd Day 61 Suspension Kits With Suitable Stand For The 3-Way Speakers As Required.For 1St Day 62 For 2Nd / 3Rd Day 63 Required Necessary Snake Cables,Audio Connection Cables, Speakers Cables,Electrical Wiring, Boards, Connector Etc For Speakers/Horns Etc. As Required For 1St Day 64 For 2Nd / 3Rd Day 65 Top Speakers Jbl/Rcf Or Equivalent. As Approved By Engineer In Charge.For 1St Day 66 For 2Nd / 3Rd Day 67 Monitor Speakers Jbl/Rcf Or Equivalent. (For Stage) As Approved By Engineer In Charge.For 1St Day 68 For 2Nd / 3Rd Day 69 Cordless Mike Hi -End(For Vvip Visit)With Antenna Combiner Etc.Make:-Shure .Ad4D/Sennheiser 6000 Or Equivalent.Reputed Make/Model As Approved By Engineer In Charge..For 1St Day 70 For 2Nd / 3Rd Day 71 Digital Mixer (128+48) Digico Sd10/Avid S6L 24C/Dlive 7000 Or Equivalent..Reputed Make/Model As Approved By Engineer In Charge.For 1St Day 72 For 2Nd / 3Rd Day 73 Channel Mixer Digital (32+16) Midas M32/Sq7/ Sound Craft S1 Or Equivalent.Reputed Make/Model As Approved By Engineer In Charge.For 1St Day 74 For 2Nd / 3Rd Day 75 Effect Processors. Make:-Lss/Behringer Or Equivalent As Approved By Engineer In Charge.For 1St Day 76 For 2Nd / 3Rd Day 77 Compressors. Make:-Lss/Behringer Or Equivalent As Approved By Engineer In Charge.For 1St Day 78 For 2Nd / 3Rd Day 79 Amplifiers 700 Watt Rms At 100 Ohm.For Horns Make:-Ahuja/Qsc Or Equivalent As Approved By Engineer In Charge.For 1St Day 80 For 2Nd / 3Rd Day 81 Mikes With Big Stand. Make:-Shure/Akg/Sennheiser Or Equivalent As Approved By Engineer In Charge.For 1St Day 82 For 2Nd / 3Rd Day 83 32 Band Equalizer. Make:-Lss/Behringer Or Equivalent As Approved By Engineer In Charge.For 1St Day 84 For 2Nd / 3Rd Day 85 Snake Cable/Audio Cable/ Bnc Cable /Cat 6 Cable (100 Mtr) Including Accessories, Connection, Testing Etc. As Required.For 2Nd / 3Rd Day 86 For 2Nd / 3Rd Day 87 Hire Charges For Light Point Complete With Lamp,Holder,Wiring In Casing Or In Pvc Conduit , Controlling Switch And Circuit Protection McbS With Skilled Operator To Operate System As And When Etc As Required. For Shops/ Stalls Etc. For 1St Day 88 For 2Nd / 3Rd Day 89 Hire Charges For Power/Light Plug On Board Including Wiring In Pvc Casing Or In Pvc Conduit , Controlling Switch And Circuit Protection McbS With Skilled Operator To Operate System As And When Etc As Required. For Shops/ Stalls Etc. For 1St Day 90 For 2Nd / 3Rd Day 91 Hire Charges For Led Tube Light Fixture With 18/20 Watt With Skilled Operator To Operate System As And When Etc As Required.For 1St Day 92 For 2Nd / 3Rd Day 93 Hire Charges For Silent Type D.G. Set, Including Change Over Switch. Control Panel, 2 No. Pipe Earthing Etc. And Excluding Pol With Skilled Operator To Operate System As And When Etc As Required. Of Following Capacity:62.5 Kva 94 From 2Nd Day Onwards 95 125 Kvafor 1St Day 96 From 2Nd Day Onwards 97 Hire Charges Of Main Service Line For 3 Phase Connection Upto 50 Mtr. Length (Without Any Joint) Including Meter Board, Panel/Distribution Board And Supports With Skilled Operator To Operate System As And When Etc As Required. Upto 25.0 Sq.Mm Size Pvc Insulated And Sheathed Cable( Aluminium Armoured Or Un-Armoured As Required.) For 1St Week 98 For 2Nd / 3Rd Day 99 Above 25.0 Sq.Mm & Upto 95 Sq.Mm Pvc Insulated And Sheathed Cable Aluminium Armoured Or Un-Armoured As Required.)For 1St Week 100 For 2Nd / 3Rd Day 101 Above95.0 Sq.Mm Pvc Insulated And Sheathed Cable Aluminium Armoured Or Un-Armoured As Required.)For 1St Week 102 For 2Nd / 3Rd Day 103 Supply And Filling Of Pol For Dg Sets 104 Hire Charges Of Sub Service Line For Single/ Three Phase Connection Upto 30 Mtr. Length Including Dist. Board And Supports With Skilled Operator To Operate System As And When Etc As Required. Single Phase Upto 6 Sqmm Pvc Insulated And Sheathed Aluminium Cablefor 1St Week 105 For 2Nd / 3Rd Day 106 Three Phase & Neutral Upto 10 Sqmmpvc Insulated And Sheathed Aluminium Cablefor 1St Week 107 For 2Nd / 3Rd Day 108 Hire Charges For Jumbo Polycarbonate/Fiber Body Moveable Desert Cooler Complete With Water Filling And Operator With Skilled Operator To Operate System As And When Etc As Required. For 1St Day 109 For 2Nd / 3Rd Day 110 Hire Charges For Following Type Of Airconditioners Including Copper Piping , Drain Piping And Electrical Connections With Skilled Operator To Operate System As And When Etc As Required. 3.0 /4.0 Tr Tower Type Split Acfor 1St Day 111 2Nd Day Onwards 112 Hire Charges Of 1 Kva Online Ups With Battery (Backup Of 1 Hour At Full Load) With Wiring,Connection With Skilled Operator To Operate System As And When Required.. For 1St Day 113 For 2Nd / 3Rd Day 114 Hire Charges Of Public Address System For A Important Public Function With 5/ 6 No. Of Microphones With Following Nos Of Stand Hi Fi Box, Speakers/ Horns, Stand By Amplifiers , Battery Backup Complete Including Transportation Etc. With Skilled Operator To Operate System As And When Etc As Required. : 4 Nos 3 Way Big Box Speakers And Upto 20 Horn(5000 Audiences)For 1St Day 115 For 2Nd / 3Rd Day 116 Pipe Earthing As Per Is:3043- 1987 With 3.0 Mtr. Long, 40 Mm Dia. B Class G.I. Pipe Is: 1239 (Part-1) 2004, Equivalent To Bs : 1387 With Perforated Holes Of 12 Mm Dia ,Including All Accessories Like Nut, Bolts, Reducer, Nipple, Wire Meshed Funnel, Heavy Duty Weather Proof Poly-Propylene Earth Inspection Chamber As Per Requirement Of Is/Iec 62305 And Tested As Per Iec 62561-5 With Lockable Jam Free Lid Suitable For Safe Working Load 60 Kn Of Round / Square Size 250 Mm, And Height 250 To 300 Mm And Embodying The Pipe Complete With Alternate Layers Salt And Coke/ Charcoal, Testing Of Earth Resistance For Value Of 5 Ohms Or Less As Required. 117 Hire Charges For Following Type Of Airconditioners Including Copper Piping , Drain Piping And Electrical Connections With Skilled Operator To Operate System As And When Etc As Required. 8.5 Tr Ductable Type Split Acfor 1St Day
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 5
Rajasthan View Result →
3.
Drinking Water Supply and Sanitation #11313974 Price Bid
Tender for Desilting Of Sewer Line/Storm Line With Super Sucker Machines Having High Pressure Jetting Pump Of 400 Lpm And Suction Capacity Of 4200 M3/Hour. Including Tracing Of Buried Manholes, Taking Out Silt/Debris And Disposal Of Silt, Installation Of Pumps For Flow Diversion, Roka/Plugging Stand By Generator For Pumping, Gas Detector, Blowers For Air Ventilation, Provision Of Safety Equipment, Traffic Control, Barricading, Insurance Of Workmen Plaster Of Manholes, Conditional Assessment Of Sewer Line With Cctv Pre And Post Desilting Through Cctv Survey By Leser Profiler And Submitting 3 Sets Of Cctv In Cd As Per Satisfaction Of Engineer In Charge (600 Mm I/D)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 6
Haryana View Result →
4.
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
Kerala View Result →
5.
Defence #11306511 AOC
Tender For Site Clearance Including Grass And Bushes Cutting, Digging Out Roots Of Bushes If Any, Vegetation Clearance From Road Complete All As Specified And As Specified And Directed By Engr-In-Charge. , Surface Excavation N.Exc (Not Exceeding) 30 Cm Deep And Averaging 15 Cm Deep And Getting Out In Soft/Loose Soil Complete All As Specified And As Specified And Directed By Engr-In-Charge. , Repair To Potholes Any Depth, Not Exc 1 Sq M Each Including Sweeping Free From Dust And Mud, Or Water, Scoring Sunken Surfaces In Roads, Paths, Etc. Cutting Around Edges To At Least 25 Mm In Depth, Making Good By Filling In Screened & Graded Road Metal, Watering And Well Ramming (Including Supply Of Road Metal) Complete All As Specified And As Specified And Directed By Engr-In-Charge. , Scarifying Or Picking Gravelled N Exc. 50Mm Deep, Macadam Or Bituminous Macadam Surfaces In Area Exc 400 Sqm By Means Of Mechanical Equipment, Complete All As Specified And As Specified And Directed By Engr-In-Charge. , M&L For 150Mm Thick (Spread Thickness) Soling Or Sub Base With Broken Boulders Or Quarried Stone, Interstices Filled, Surface Formed And Rolled And Consolidated With 8 To 12 Tonne Power Roller To Gradient And Camber Required Etc Complete All As Specified And As Specified And Directed By Engr-In-Charge. , M&L For 150Mm Thick (Compacted Thickness) Wbm (Water Bound Macadam) In Two Layers, Spreading In Layers Each Layer Of Wbm Does Not Exc 7.5Cm With Granite, Trap Or Basalt, With Coarse Aggregates Of Grading 2 (63 To 40Mm Size) Or Of Grading 3 (50 To 20Mm Size), Spread, Rolled And Consolidated To With 8 To 12 Tonne Power Roller To Gradient And Camber Required Etc Complete All As Specified And As Specified And Directed By Engr-In-Charge. , Preparing Surfaces Of Unsurfaced Wbm By Brushing With Wire Brushes For Removing Caked Mud Etc. Sweeping With Brooms And Finally Fanning The Cleaned Surface With Gunny Bags To Remove All Loose Dirt Etc Complete All As Specified And As Specified And Directed By Engr-In-Charge. , M&L For Applying Tack Coat @ 10.0 Kg/10 Sqm Over Wbm Surfaces Paving Bitumen Of Grade Vg-10 All As Specified. , M & L Premixed Bituminous Macadam Using Paving Bitumen Of Grade Vg-30 Penetration Laid/Rolled Compacted To Required Gradient And Camber With Vibratory Power Roller Consolidated Thickness 75Mm (Or Less) Using 4% Binders By Weight Of Mix To Make Good Depressions / Pot Holes Complete All As Specified And As Specified And Directed By Engr-In-Charge. Note: The Job Design Formula Shall Be Got Down From Approved Lab And Got Approval From Ge Before Commencement Of Work. 4% Binder Content Is For Quoting Purpose Only. If The Binder Content Is Less Than 4% In Job Mix Formula, The Rate Shall Be Adjusted At Par Ssr Rate Item 20073. However There Will Not Be Any Adjustment If Binder Content Is More Than 4% In Job Mix Formula. , Preparing The Existing Black Topped Surfaces By Brushing With Wire Brushes For Removing Caked Mud Etc. Sweeping With Brooms And Finally Fanning The Cleaned Surface With Mechanical Air Compressor To Remove All Loose Dirt Etc Complete All As Specified And As Specified And Directed By Engr-In-Charge. , M&L For Applying Evenly A Priming/Tack Coat With Paving Bitumen At 5 Kg Per 10 Sq Metre (Vg-10) Complete All As Specified And As Specified And Directed By Engr-In-Charge. , M & L For Providing Bituminous Premix Semi Dense Asphaltic Concrete 30 Mm Thick Consolidated Thickness With 5.5% Binder Content By Weight Of Total Mix Using Paving Bitumen Of Grade Vg-30 Penetration (Using Computerised Hot Mix Plant And Mechanical Paver Machine) And Compacted To Required Camber And Gradient Using Vibratory Power Roller Complete All As Specified And As Specified And Directed By Engr-In-Charge. Note: (I) The Job Design Formula Shall Be Got Down From Approved Lab And Got Approval From Ge Before Commencement Of Work. (Ii) The Rates Are Worked Out On The Basis Of Binder Content @ 5.5% Of The Total Mix By Weight. No Extra Payment Will Be Made For Extra Binder Content But The Deduction Will Be Done If The Binder Content Used Is Less Than 5.5%, The Rate Shall Be Adjusted As Per Ssr Item 20073. , M & L For Providing Bituminous Premix Semi Dense Asphaltic Concrete 40 Mm Thick Consolidated Thickness With 5.5% Binder Content By Weight Of Total Mix Using Paving Bitumen Of Grade Vg-30 Penetration (Using Computerised Hot Mix Plant And Mechanical Paver Machine) And Compacted To Required Camber And Gradient Using Vibratory Power Roller Complete All As Specified And As Specified And Directed By Engr-In-Charge. Note: (I) The Job Design Formula Shall Be Got Down From Approved Lab And Got Approval From Ge Before Commencement Of Work. (Ii) The Rates Are Worked Out On The Basis Of Binder Content Of 5.5% Of The Total Mix By Weight. No Extra Payment Will Be Made For Extra Binder Content But The Deduction Will Be Done If The Binder Content Used Is Less Than 5.5%, The Rate Shall Be Adjusted As Per Ssr Item 20073. , M & L For Applying Average 2Mm Thick Thermoplastic Road Marking Compound Of White/Yellow Of Approved Make, Shade, For Road Marking Of Any Width & Girth & Painting Lines, Dashes, Arrows Etc On Bitumen Road/Pavement & On Concrete Surfaces Using Hot Processor Plant Including Removing Old Paint By Paint Remover Or Burning Of Blow Lamps & Cleaning With Scrapers For Removing All Dirt/Dust & Other Foreign Matters At Site & Managing Traffic Control Etc Complete All As Specified And Directed. Make: Apcotrack Of Asian Or Equivalent In Shalimar/Berger Lewis/Nerolac/Johnson & Nicholson. , Supply And Fixing Cat Eye Of Reflective Type Of Size 100Mm × 100Mm × 20Mm With Pama Strip Lens Reflector Of Model No. Da 52.0 Of Dark Eye Or Equivalent Model Of 3M- Raised Pavement Marker Rpm (With Double Shanks) Fixed With And Incl Ms Stud Of Suitable Size As Per Manufacturers Instructions Complete All As Specified And As Specified And Directed By Engr-In-Charge. , Supply And Fix Solar Cat Eye Aluminium Alloy Shell (100% Water Proofing Design According To Ip 65) Of Size 125Mm × 125Mm × 25Mm (Shank 65Mm) Of High Efficiency Mono Crystal Solar Panel 2.4V 0.3 Watt One Ni-Red Rechargeable Battery (1.2V/1600Mah) Consisting Of Super Bright Led With 10,000 To 18,000 Mcd Completed As Per Manufacturers Instructions Etc Complete All As Specified And As Specified And Directed By Engr-In-Charge. , 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 Be More Than 5 Mm), Including Making Drainage Opening Wherever Required Complete Including Necessary Excavation, Earthwork Removal Of Spoil And Temping Around All As Specified And As Directed By Engr-In-Charge. , M & L For Refixing Of Kerb Stone Jointed In Cement Mortar 1:6 And Struck Flush Including Necessary Excavation, Earthwork Removal Of Spoil And Temping Around Complete All As Specified And As Specified And Directed By Engr-In-Charge. , S&F Delineator 70 Cm Long Made Of 50 Mm Dia Powder Coated Ms Tube With 16 Swg Wall Thickness, With Two Numbers Reflectors 110 Mm Dia Of Abs Body Including Earth Work In Excavation And Cement Concrete 1:2:4 Type B1 (Using 20 Mm Graded Stone Aggregate) Size 30 Cm × 30 Cm Including Necessary Depth Complete All As Specified And As Specified And Directed By Engr-In-Charge. , S&F Convex Mirror Of 800 Mm Dia Size Including Earth Work In Excavation And Cement Concrete 1:2:4 Type B1 (Using 20 Mm Graded Stone Aggregate) Size 30 Cm × 30 Cm Including Necessary Depth Complete All As Specified And As Specified And Directed By Engr-In-Charged. , S&F Of Reflective Type Sign Boards Made Up Of Powder Coated Aluminium Including Excavation And Earthwork In Any Type Of Soil And Cement Concrete 1:2:4 Type B1 (Using 20 Mm Graded Stone Aggregate) Size 30 Cm × 30 Cm Including Necessary Depth Of Required Shape And Size Complete All As Specified And As Specified And Directed By Engr-In-Charge. , S&F Of Black And Yellow Rubber Speed Hump Made Up Of High Quality Industrial Rubber, For Road, 500 × 400 × 75 Mm, Bearing Capacity Of Minimum 20 Ton Complete All As Specified And As Specified And Directed By Engr-In-Charge. , Taking Down Eaves Gutters And Rainwater Pipes (Any Size Or Pattern), Including All Fittings, Heads, Shoes, Bends, Swan-Necks, Etc., Including Cleaning Or Refixing Or Removal To Store (Measured Overall As Fixed Along The Centre Line Over Fittings And Accessories) Complete All As Specified And As Specified And Directed By Engr-In-Charge. , M&L For Reinforced Cement Concrete Drain Pipes Of 200 Mm Dia Bore With Collars, Class Np-2, Laid And Jointed Complete Etc Complete All As Specified And As Specified And Directed By Engr-In-Charge. , M&L For Concrete Bed To Drain Pipes 200 Mm Bore Including Packing Under And Haunching Against The Sides Of Pipe, After They Are Laid And Tested In Cement Concrete 1:3:6 Type C-2 (Using 40 Mm Graded Crushed Stone Aggregate) Etc Complete All As Specified And As Specified And Directed By Engr-In-Charge. , Demolition Of Stone Slabs And Tiles Laid, Bedded And Pointed In Any Mortar Of Any Description Or Thickness In Floors, Aprons Etc Complete All As Specified And As Specified And Directed By Engr-In-Charge. , Demolition Of Cement Concrete In Ground Floors And Paving Not Exceeding 15 Cm Thickness (Below Or Above Ground Level) And Disposing The Rubbish To A Distance Exceeding 50 Mtr But Not Exceeding 100 Mtr Away To Low Lying Areas Complete All As Specified And As Specified And Directed By Engr-In-Charge. , M&L For 75 Mm Thick Plain Cement Concrete 1:3:6 Type C-2 (Using 40 Mm Graded Stone Aggregate) In Sub Base Of Floor Complete All As Specified And As Specified And Directed By Engr-In-Charge. , M&L Cement Mortar (1:4) For Screed Bed Or Bedding Layer Of Mortar 15 Mm Thick For Laying Floor Finishes Complete All As Specified And As Specified And Directed By Engr-In-Charge. , M&L For Exterior Grade Coloured, Glossy Finished, Rubber Pressed Precast Chequered Cement Concrete Tiles 30 Cm × 30 Cm × (22 To 25) Mm Thick, Set, Jointed And Pointed In Neat Cement Slurry In Floors With Grey Cement And Pigments Complete All As Specified And As Specified And Directed By Engr-In-Charge. , Supplying And Fixing Frp (Fiber Reinforced Plastic) Drain Cover Slab (Size = 1000 Mm × 450 Mm × 75 Mm) Of Approved Make, Designed For A Minimum Load Capacity Of 2.5 Tons, Manufactured From High-Strength Fiberglass Reinforced Resin, Complete With Anti-Skid Surface, Corrosion And Uv Resistance, Lightweight, Non-Conductive, And Maintenance-Free, Including All Fittings, Seating On Drain/Concrete Ledge, Testing, And Installation Complete All As Specified And As Specified And Directed By Engr-In-Charge. , M&L For Excavating Over Areas In Soft/Loose Soil, Not Exceeding 1.5 M Deep And Getting Out Complete All As Specified And As Specified And Directed By Engr-In-Charge. , M&L For 100 Mm Thick Plain Cement Concrete 1:4:8 Type D-2 (Using 40 Mm Graded Stone Aggregate) In Sub Base Of Floor Complete All As Specified And As Specified And Directed By Engr-In-Charge. , M&L For Tmt Bars Upto 10 Mm Dia And Above As In Reinforcement For Concrete, Cut To Length, Bent To Shape Required Including Cranking, Bending Spirally For Hooping For Columns, Hooking And Including Mild Steel Wire (Annealed) Not Less Than 0.9 Mm Dia Or Securing With Clips Complete All As Specified And As Specified And Directed By Engr-In-Charge. , M&L For Formwork To Faces Of Walls, Retaining Walls, Abutments, Parapets And Staircase Railings And Similar Work Including Attached Pilasters, Buttresses, Etc.; Vertical Or To Batten Complete All As Specified And As Specified And Directed By Engr-In-Charge. , M&L For Formwork To Soffits Of Suspended Slabs Such As Roof Slabs, Floor Slabs, Landings And Similar Work Not Exceeding 200 Mm Thick (Horizontal Or Sloping) Complete All As Specified And As Specified And Directed By Engr-In-Charge. , M&L For Reinforced Cement Concrete Work (Design Mix) M-30 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 Specified And Directed By Engr-In-Charge. , M&L For Reinforced Cement Concrete Work (Design Mix) M-30 As In Drain Or Culvert Or Walls, Retaining Walls, Basement Walls, Ballast Walls And The Like; Any Thickness; Above Top Of Footings; Including Pilasters And Buttresses Complete All As Specified And As Specified And Directed By Engr-In-Charge. , M&L For Reinforced Cement Concrete Work (Design Mix) M-30 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 Specified And Directed By Engr-In-Charge. , Removing Excavated Soil/Building Material/Debris To A Distance Exceeding 250 M But Not Exceeding 500 M And Depositing Where Directed Etc Complete All As Specified And As Specified And Directed By Engr-In-Charge.
Contract Date: Jun 17, 2026 Contract Value : ₹ 4.18 Crore
Statutory Bodies & Commissions/Committees No of Bidders 4
Haryana View Result →
6.
Educational and Research Institute #11299551 Price Bid
Tender For Supply Of Library Books , Library Books (Refer Nit) , Industrial Safety And Human Behaviour Kaila 9788174734532 , Engineering Mechanics Vela Murali Bks456005 , Earthquake Resist Design Structural Shashikant Dugg Bks643652 , Surveying And Levelling Subramanian 9780198085423 , Practical Railway Engineering, 2Nd Ed Clifford Bonnett 9780000990136 , Geographic Information Systems Gis For Disaster Management 2Ed Brain 9781032552460 , Design Of Structural Elements Chanakya 9781138046436 , Wind Loading Of Structures 3Rd Edition John D. Holmes 9780367241803 , Structural Analysis 3/Ed Menon 9788184877342 , Concrete Pipes And Pipelines Joshi Bks426990 , Strength Of Materials Basavarajaiah 9788173714580 , Geotechnical Engineering Debashis Moitra 9788173719905 , Textbook Of Environmental Studies For Undergraduate Courses 3 Ed Bharucha 9789389211788 , Intelligent Transportation Systems Srinivasa Kumar 9788195400928 , Transportation Engineering Srinivasa Kumar 9789389211160 , Structural Analysis With Finite Elements Hartmann 9788132208945 , Strength Of Materials Vol 1 Binu Sukumar 9789388005029 , Geospatial Technology Dwivedi 9789380381480 , Heavy Metal And Metalloid Contamination Of Surface And Underground Water Gupta A. 9781032728582 , Fundamentals Of Environmental Engineering Danny D Reible 9781566700474 , Computer-Aided Highway Engineering S Goswami 9781032728483 , Fundamentals Of Hydrology Davie 9781032251936 , Highwall Mining : Applicability, Design & Safety Porathur J. L. 9781032728919 , Environmemtal Pollution Control Engineering 4Ed Rao 9788122472288 , Plane Surveying 3Ed Chandra 9788122438802 , Design Of Reinforced Cement Concrete Vol 1 Structural Elements Bhavikatti 9788122440515 , Strength Of Materials, 2/Ed Jindal 9789352861521 , Fundamentals Of Hydraulic Engineering Sy Houghtalen 9789332507593 , Geotechnical Engineering Coduto,Yeung 9789332587427 , Strenth Of Materials Jindal 9788131759097 , Dynamics Of Structures 2Nd Ed Jain 9789357059350 , Finite Element Method With Cd Eldho Desai Shah 9788131724644 , Soil Mechanics And Foundation Engineering Purushotama Rai 9788131790816 , Engineering Mechanics - Statics & Dynamics Shames Rao 9788177581232 , Dynamics Of Structures In Si Unites 5Ed Chopra 9789353945251 , Elementary Engineering Hydrology Deodhar 9788131708057 , Environmental Studies Basak 9788131721186 , Introduction To Finite Elements In Engineering 5/E Tirupathi 9781009461818 , Strength Of Materials Rao 9781108454285 , Plumbing Engineering Nikhil Anthony 9788119365128 , Fundamental Of Ground Improvement Engi Prof.Dr.R.K. Khit 9788195916948 , Surveying And Levelling : Part - 1 Kanetkar Kulkarni Bks644037 , Surveying And Levelling : Part - 2 Kanetkar Bks644038 , A Textbook Of Strength Of Materials Rajput 9789355010704 , Building Construction Bhavikatti 9789325960794 , Fundamental Of Reinforced Concrete Chandra Bks498526 , Irrigation Engineering And Hydraulic Structures Sharma Bks535826 , Surveying I Anne Mary 9788183717304 , Highway Engineering Subramanian 9788183716888 , Strength Of Materials Bansal Bks534222 , Reinforced Cement Concrete Design (Reinforeced Concrete Structures) Punima 9788131809426 , Building Construction Rangwala Bks502124 , Civil Engineering Drawing Rangwala Bks440591 , Soil Mechanics & Foundation Engineering Modi 9788189401306 , Engineering Materials Rangwala Bks385325 , Bridge Engineering Rangwala Bks554100 , Harbour Dock And Tunnel Engineering Srinivasan Bks502125 , Solid Hazardous Watse Management 2Ed Rao 9789389354621 , Textbook Of Remote Sensing And G.I.S 4Ed Reddy 9789381075975 , Reinforced Concrete Design P.B Sharma 9789391910419 , Energy Environment Ecology And Society Anil Kumar 9788178002576 , Solved Problems In Geotecnical Engineering Sharma 9789395038478 , Highway Engineering Suganthi Bks411034 , Highway And Railway Engineering Santhanam Bks638485 , Construction Materials & Tech Mathankumar Bks638450 , Prefabricated Structures Soundrarajan Bks638488 , Structural Analysis-I Santhanam Bks479564 , Green Building Design Molykutty Bks503088 , Irrigation Engineering Basak 9780074635384 , Estimating Construction Costs Peurifoy 9780071239455 , Design Of Steel Structure Duggal 9780070260689 , Concrete Technology Gambhir 9781259062551 , Engineering Mechanics Timoshenko 9781259062667 , Flow In Open Channels Subramanya 9789353166298 , Reinforced Concrete Design 4Ed Pillai 9789354601026 , Surveying Vol - Ii 5Th Edn Duggal 9789353167523 , Surveying And Levelling Basak 9789332901537 , Prestressed Concrete 6Ed Krishna Raju 9789387886209 , Fluid Mechanics White 9789355322043 , Strength Of Materials Rattan 9789385965517 , Surveying Vol - 1 Duggal 9789353167509 , Environmental Studies-3Ed Joseph 9789352605170 , Construction Planning, Equipment Peurifoy 9780070706996 , Fluid Mechanics Fundamentals And Applic Cengel 9789353166212 , Schaums Outline Of Finite Element Analysis Buchanan 9789389691375 , Wind Energy Theory And Practice 3Ed Ahmed Bks662294 , Bituminous Road Construction In India Kandhal 9789391818821 , Mechanics Of Composite Structures Vasiliev 9781138582101 , Satellite Towns In Neometropolitan Development In India Amit Chatterjee 9789811932052 , Sustainable By Design Walker 9781032973685 , Management Of Quality In Construction Ashford 9781138607163 , Disaster Managament 2/Ed Pandey 9789357461610 , Remote Sensing And Image Interpretation Thomas Lillesand 9789354642104 , Composite Structures Of Steel And Concrete 3Ed Johnson 9788126539819 , Strength Of Materials 2Nd/Ed Debabrata Nag 9788126534876 , Reasoning Ability And Quantitative Aptitude Tcy Online 9788126559008 , Green It Strategies And Applications Using Envir Intell Bhuvan Unhelkar 9781032054025 , Bioenergy For Sustainability And Security Behera 9789381891438 , Textbook Of Engineering Geology Annadurai 9789385259937 , Structural Dynamics Mukhopadhyay 9788180520907 , Matrix And Finite Element Analysis Mukhopadhyay 9788180520754 , Irrigation Engineering & Hydraulic Structures Suresh 9789383656899 , Strength Of Materials 2Ed Vendateshan 9789383656646 , Concrete Technology Job Thomas 9788131526682 , Steel Design Segui 9788131526651 , A First Course In The Finite Element Methods Logan 9789353507855 , Civil Engineering Materials Sivakugan Tuladhar 9789386650382 , Soil And Water Conservation Engineer Fangmeier 9788131524985 , Principles Of Foundation Engineering 9Th Ed Das 9789355738110 , Elements Of Civil Engineering Balasubramanya 9789387511576 , Soil Mechanics & Foundation Engineering Huat Prasad 9788131529591 , Principles Of Foundation Engineering Das 9789386650955 , Analysis Of Structures On Elastic Tsudik 9788131518953 , Strength Of Materials : Mechanics Gupta 9789355737717 , Steel Design With Mt Segui 9789386650887 , Prestressed Concrete Structures, 6Ed Dayaratnam 9788120417915 , Fundamentals Of Reinforced Cement Concrete Designs Gahlot 9789385915611 , Instrumental Methods Of Analysis Willard 9788123909431 , Tb Of Soil Mechanics And Foundation Engineering:Geo Technical Engg Murthy 9788123913629 , Civil Engineering Through Objective Type Questions 3Ed Gupta 9788123907970 , Advanced Reinforced Concrete Design 3Ed Raju 9788123929606 , Design Of Reinforced Concrete Structures 4Ed Dayaratnam 9788120414198 , Structural Dynamics Paz 9788123909783 , Modern Prestressed Concrete Libby Bks465269 , Textbok Of Solid Wastes Managemnt Khan 9788123909448 , Analysis & Design Of Substructures, 2Ed Swami Saran 9788120417007 , Building Repair And Maintance Management Gahlot 9788123912431 , Advanced Foundation Engineering Murthy 9788123915067 , Modern Construction Management 7Ed Harris 9788126572298 , Groundwater Hydrology Rushton 9788126539772 , Textbook Of Highway And Traffic Engineering Saxena 9788123924175 , Airport Engineering Saxena 9788123915500 , Construction Dewatering And Groundwater Control 3Ed Powers 9788126541669 , Quality Management Of Cement Concrete Construction (Pb) Gahlot 9788123916989 , Tb Of Water Supply And Sanitary Engineering Husain 9788120416833 , Design Of Bridges 5Ed Raju 9788120417984 , Essentials Of Bridge Engineering 6Ed Victor 9788120417175 , Building Construction Handbook Chudley 9789381269169 , Design And Construction Of Concrete Shell Roofs Ramasamy 9788123909905 , Strength Of Materials, Vol-Ii:Advanced Theory And Problems Timoshenko 9788123910772 , Construction And Project Managment 2Ed (Pb 2018) Krishnamurthy 9789386217790 , Water And Wastewater Calculations Manual 2Ed Lin 9789353162863 , Design Of Stell Structures Abu-Saba 9788123905389 , Prestressed Concrete Problems And Solutions Raju 9788123925424 , Water Resources And Irrigation Engineering Ganesaguru Bks588955 , Dam Engineering Asthana 9789381891469 , Sedimentary Rocks In The Field A Colour Guide Stow 9781874545699 , Soil Mechanics Basic Concepts & Engineering Aysen 9780415383936 , A Tb Of Fluid Mechanics And Hydraulic Machines Bansal Bks493063 , Intelligent And Sustainable Cement Production Chatterjee A.K. 9781032728445 , Total Quality Management 5Ed Besterfield 9789353066314 , Matrix Methods Of Structural Analysis Kothandaraman 9789357059190 , Hydraulics And Fluid Mechanics Hydraulic Machine Modi , Seth Bks291963 , Limit State Design Of Steel Structures Duggal 9789353164874 , Schaums Outline Of Reinforced Concrete Everard 9789389538656 , Earthquake Resistant Design Of Structures Agarwal Bks344533 , Building Materials Varghese 9788120350915 , Total Quality Management 2Ed Mukerjee 9788119364299 , Principles Of Geotechnical Engineering 10 Th Ed Das 9789355738103 , Building Materials Products Properties And Systems Gambhir 9780071077606 , Gate 2025 Civil Engineering - Guide By Gkp C L Educate 9789356817593 , Gate 2025 Mechanical Engineering Guide Gkp 9789356817746 , Engineering Design Dieter 9789355322258 , Economics And Principles Of Management Vinoth Kumar 9788194244646 , Vector Mechanics For Engineers Dynamics Beer 9789353166656 , Aviation Maintenance Management Kinnison 9780071076838 , Theory Of Machines S S Rattan 9789353166281 , Turbomachinery Dubey 9789353161156 , Engineering Mechanics 4/E Kumar 9780070681811 , Modern Compressible Flow: With Historica Anderson 9789355320070 , Programming In Matlab Patel Mittal 9789332524811 , Finite Element Analysis Moaveni 9788131760642 , Non Conventional Energy Resources Sobh Nath Singh 9789332543577 , Additive Manufacturing And 3D Printing Technology Awari Thorat 9781041049562 , Practical Guide To Vehicle Refinishin Woodstock 9781032963570 , The Internet Of Mechanical Things The Iot Framework Sami Salama Hussen 9781041038573 , Energy Storage Systems And Components Alfred Rufer 9781041049470 , Metal Cutting Theory & Practice Stephenson 9780824758882 , Classical Mechanics Problems And Solutions Carolina C Llie 9781032983608 , Product Design Baxter 9781032967882 , Thermal Measurements & Inverse Tech Orlande 9781439845554 , The Induction Machines Design Handbook Boldea Bks331229 , Modeling And Control Of Engineering Systems Clarence W. 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Khitoliya 9789394917040 , Workshop Theory And Practice Delilah Sam 9788119365098 , New Persp. 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9789380381671 , Mechanics Of Solids Christian Johnson 9789385983085 , Jet Engines Jaganathan 9789380381497 , Essentials Of Management, 11Ed Koontz 9789353168148 , Disaster Management Subramanian Bks481407 , Engineering Fluid Mechanics Kumar Bks613447 , A Textbook Of Fluid Mechanics Rajput Bks648302 , A Textbook Of Thermal Engineering ( Lpspe ) Khurmi Bks613483 , Materials Science And Engineering Raghavan 9788120350922 , Engineering Economics 2Nd Ed Panneerselvam Bks661039 , A Tb Of Theory Of Machine Gupta R Khurmi Bks408347 , Energy Security And Sustainability Shukla A. 9781032728926 , Mechanical Engineering Jain Bks554131 , Engineering Materials And Metallurgy Annamalai 9789386235046 , Kinematics Of Machinery Baskar Bks462932 , Thermal Engineering Swaminathan Bks638475 , Engineering Materials And Metallurgy Baskar Bks638439 , Lean Manufacuring Kalyana Chakravarthy Bks638464 , Elements Of Mechanical Engineering Singh Bks448529 , Fundamentals Of Manifacturing Engineering Singh 9789380156002 , Strength Of Machine Elements Ghorpade 9789384726003 , Observability Engineering Achieving Production Excellence Majors 9789355422996 , Research Methodology 5Ed Kothari 9789389802559 , The Automotive Body Vol 2 Morello 9788132208884 , Kinematics Of Machines Kumar 9789388005425 , Essentials Of Heat And Fluid Flow In Porous Media Narasimhan 9789382127215 , Analysis Of Composite Structures Decolon 9789380931463 , Theory Of Elasticity Chandramouli 9789380381633 , Principles Of Composite Material Mechanics 3Ed Gibson Bks380369 , Introduction To Combustion Engineering Basic And Applied Amitava Sarkar 9789357053129 , Textbook Of Finite Element Analysis Seshu Bks414440 , Engineering Thermodynamics Savithiri Bks442773 , Automobile Engineering Vol-Ii Kirpal Singh 9788180142512 , An Introduction To Mechanical Engine 4Ed Wickert Lewis 9789353507473 , Welding Engineering & Technology Parmar Bks53191 , Manufacturing Technology Vol 1-Foundry Forming Rao 9789353160500 , Manufacturing Technology Singh 9789381162385 , Dynamics Of Machines Balaguru 9789386668608 , Unconventional Machining Vivekanandhan Bks613041 , Basic Civil And Mechanical Engineering Shanmugam 9789355329547 , Engineerin Drawing 2Ed Shah / Rana 9788131710562 , Materials For Engineers And Technicians 7Ed Bolton 9781032973722 , Fuel Cell Technology Handbook Hoogers Bks333321 , Robots And Robotics Miller 9789387572966 , Non Destructive Testing And Materials Vivekanandhan Bks476859 , Engineering Mechanics Nelson 9780070146143 , Engineering Tribology 4Ed Stachowiak 9789351071679 , Materials Selection In Mechanical Design 5Ed Ashby 9789351073864 , Automobile Engineering Ayyappan Karthikeyan Bks464418 , Thermal Engineering Swaminathan Bks638475 , Automobile Engineering Babu Singh Bks587323 , A Textbook Of Production Technology Sharma Bks479783 , A Textbook Of Mechatronics Rajput Bks554009 , Automobile Engineering Jain 9780070445291 , Engineering Mechanics Statics & Dynamics Khanchani 9788180521089 , Basic Mechanical Engineering Prabhu 9788183715737 , Powder Metallurgy Ramakrisnan 9789381714485 , Additive Manufacturing Technology Hari Prasad 9789353500481 , Switching And Finite Automata Theory Jha 9780521176804 , Introduction To Mechanics 2Nd Ed Mahendra K Verma 9788173719813 , Basic And Applied Thermodynamics - A Ready Recknor Bhat 9789388005074 , Basic Refrigeration And Airconditioning 4Ed Ananthanarayanan 9781259062704 , Engineering Mechanics Applied Mecha Gupta 9789353505240 , Mechatronics Sathish Kumar Bks476759 , Automobile Engineereing Vol I Singh Bks247106 , Process Planning And Cost Estimating Selvakumar Bks480422 , Non Conventional Energy Resources Sawhney 9788120346093 , Non Conventional Energy Resources Sobh Nath Singh 9789332543577 , Introduction To Micromachining 2Ed Jain 9788184873610 , Vector Mechanics For Engineers Statics/Dynamics (Sie) Beer 9789353166625 , Fluid Mechanics &Hydraulics Rev &Updated Edn Ukarande 9789381162538 , Mechanical Measurements - Revision 6Ed Beckwith 9789353945633 , Vibration Monitoring Testing And Instrumentation C W.De Silva 9781032292137 , A Treatise On Turbomachines Gopalakrishnan Bks321517 , Construction Materials Vs Karthikeyan Bks476834 , Design Of Machine Elements Bhandari 9789390177479 , Mechanical Vibrations Bhava 9788131732489 , Design Of Transmission Systems Baskar Bks476758 , Engineering Materials And Metallurgy Baskar Bks638439 , Manufacturing Technology Vivekanandhan Bks638476 , Design Of Machine Elements Arunraja Bks638441 , Mechanical Vibrations Nag 9788126530908 , Power Plant Engineering Dhanasekar Bks505300 , Statistical Quality Control A Modern Introduction 6Ed Montgomery 9788126525065 , Additive Manufacturing Technologies Shiva Ahuj Shukla 9789357462419 , Hydraulics And Pneumatics Dixon Bks638479 , Engineering Principles Of Ground Modification Hausman 9789351341871 , Engineering Thermodynamics 6Ed Nag 9789352606429 , Refrigeration And Air Conditioning Arora 9789390385843 , Enterprise Resource Planning 4Th Edn Leon 9789353167820 , Foundations Of Material Science And Engg 6Th Edn Smith 9789355322173 , Shigleys Mechanical Engineering Design Budynas 9789390219636 , General Studies Paper - I ( 2025 ) Mhe 9789355327796 , Erp Demystified 3/Ed Leon 9789383286676 , Heat And Mass Transfer 6Ed Cengel 9789390185283 , Engineering Noise Control: Theory And Practices 4Ed Bies 9780415487078 , Rapid Prototyping And Engineering Applications Frank W.Liou 9781138569577 , Strength Of Materials Vol Ii Binu Sukumar 9789388005418 , Mechatronics A Foundation Course Clarence W.De Silva 9781138569553 , Design And Analysis Of Randomized Algorithms Hromkovic 9788132231592 , Metrology And Measurements Annamalai 9789388005463 , Fluid Mechanics And Machinery Molykutty 9789391549725 , Micro Electro Mechanical System Design Allen 9780824758240 , Micromachining Of Engineering Materials J Mcgeough 9781032419794 , Gas Turbine Combustion-3 Rd Ed Lefebvre 9781138569584 , Ergonomics Laboratory Exercises Joseph Gallwey 9781032973005 , Introduction To Biofuels Mousdale 9781439812075 , Environmental Engineering Charles Monteiro 9788119205509 , Power Plant Engineering Lijo Thomas 9788119365036 , Industrial Engineering Richard Carvalho 9788119205523 , Design & Operation Of Heat Exchanger Gerhard Rott 9788119365425 , Hydro Power Gerhard Rott 9788119205912 , Air Conditioning And Ventilation Systems Lijo Thomas 9788119365401 , Materials Science And Engineering Raghavan 9788120350922 , Automation And Collaborative Robotics (Dp) Mathews 9781484277102 , Design Management : Create, Develop And Lead Effective Design Teams Picchi 9781484283615 , Heat And Mass Transfer 2Ed Karwa 9789811926099 , Testing Of Metallic Materials 2Ed Suryanarayana 9788178001340 , Introduction To Engineering Materials 2/Ed Murray George 9781032530772 , Mechanics Of Composite Materials 2/Ed Jones R.M 9781138571075 , Reliability Evaluation Of Enginnering Systems 2Ed Billinton 9788181285522 , Workshop Practice Manual 6/Ed Reddy 9788178003078 , Finite Element Analysis 2D Lakshmi Narasai 9789389354225 , Engineering Mechanics Pb Lakshmi 9789390211609 , Engineering Mechanics 2Ed Harbola 9788131518298 , Environmental Science And Engineering Rajesh Gopinath 9789387511569 , Materials Science And Engineering Periodical Renewal Gilmore 9788131520451 , Environmental Science With Mt 16 Th Ed Miller 9789355738899 , Fluid Mechanics Munson Huebsch 9788126553433 , Engineering Mechanics: Dynamics, Si Version Meriam Bolton 9788126565375 , Engineering Mechanics Statics And Dynamcs James Meriam Kraige 9789354248566 , Engineering Fluid Mechanics Elger 9788126564491 , Engineering Mechanics Applied Mecha Gupta 9789353505240 , Machine Design Data Book Ramana 9789387593879 , Heat Transfer Alan 9789332575066 , Theory Of Machines 3Ed Bevan 9788131729656 , Introduction To Enviromental Engineering And Science Masters 9789332549760 , Heat And Mass Transfer Mayilsamy 9788131733837 , Engineering Thermodynamics 4Ed Rogers 9788131702062 , Operations Research :An Introduction-10Th Ed Hamdy Taha 9789352865277 , Engineering Mechanics - Statics & Dynamics Shames Rao 9788177581232 , Automation, Production Systems, And Computer - Integrated Manufacturing 5Th Ed Groover 9789361592959 , Introduction To Materials Science For Engineers 9E/D Shackelford 9789357059978 , Fundamentals Of Engineering Drawing Luzadder 9789332549982 , Engineering Materials Properties And Selection 9Ed Budinski Naraimhulu 9789332574045 , Thermodynamics Rajadurai Bks471287 , Environmental Science And Engineering Kaushik 9788122436471 , Engineering Optimization 4Ed Rao 9789395161800 , Cad/Cam/Cim 5Ed Radhakrishnan 9789395161855 , Finite Element Analysis With Ansys Workbench Tickoo 9789355513007 , Industrial Waste Management Mathankumar Bks480053 , Metrology And Measurements Vivekanandan Bks638442 , Finite Elements Analysis Baskar Bks534307 , Environmental And Agriculture Kavitha Bks638465 , Energy Materials Bandarenka A.S 9781032530789 , Digital Twin Ranjan Ganguli 9781032934198 , Industry 5.0 The Future Of The Industrial Economy Uthayan 9781032600130 , Quantum Computation Helmut Bez 9781032983738 , Wind Electrical Systems Bhadra, 9780195670936 , Metal Fatigue In Engineering Stephens 9788126539215 , Introduction To Industrial Internet Of Things And Industry 40 Sudip Misra 9781032146751 , Sustainable Manufacturing For Industry 4.0 Jayakrishna K. 9781032728728 , Reverse Supply Chains: Issues And Analysis Gupta S.M. 9781032729039 , Industry 5.0 The Future Of The Industrial Economy Uthayan 9781032600130 , Gas Turbine Heat Transfer Cooling Je-Chin Han, Sandip Dutta 9781439855683 , First Course In Aerial Robots And Drones (A) Bestaoui Sebbane 9781032963518 , Handbook Of Induction Heating Rudnev 9780824708481 , Fracture Mechanics (Forth Ed) T.L Anderson 9781032292120 , Fire Safety Engg Design Of Structures, 2Ed Purkiss 9788131220085 , Future Energy Improved Sustainable And Clean Opitons Letcjer 9788131220849 , Introduction To Finite Elements In Engineering 5/E Tirupathi 9781009461818 , Fundamentals Of Gas Dynamics Babu 9781910390009 , Fundamentals Of Propulsion Babu 9788180522529 , Engineering Metrology 3Rd Ed Narayana Bks396066 , Engineering Mechanics Kumaravelan Bks315205 , General Aptitude For Competitive Examinations Pattanaik Bks670722 , Dictionary Of Heat Power Engineering Ramalingam 9789386923035 , Environmental Pollution Principles Narayana Bks353570 , Production Processes Luqman 9788123918983 , Tractors And Their Power Units, Hb Lijiedahal 9788123905013 , Metal Cutting Principles Shaw 9788123901367 , Sheet Metal Press Tools Design And Making A Practical Approach Luqman 9788123925134 , Solid State Physics Wahab 9788184877786 , Practical Non - Destructive Testing, 3Ed Baldev Raj 9788173197970 , Mechanics Of Machines, 3Ed Ramamurti 9788173198922 , Handbook On Quality And Productivity Improvement Of Concrete Nayak 9788184876390 , Environmental Studies 4Ed Rajagopalan 9789354978944 , Finite Element Methods Dhanraj 9780198073901 , Fluid Dynamics Raisinghania Bks320511 , Entrepreneurship 11/Ed Hisrich 9789390113309 , Thermodynamics 9Th Ed Cengel 9789353165741 , Cad / Cam : Computer - Aided Design & Manufacturing Groover 9788177584165 , Engineering Vibration, 4/E Inman 9789332518483 , Thermodynamics 9Th Ed Cengel 9789353165741 , Schaums Outline Of Mechanical Vibration Graham Kelly 9789389538861 , Enterprise Resource Planning Singla 9789360531485 , Machine Drawing 51Ed Bhatt 9789385039560 , Heat Treatment : Principles And Techniques 3Ed Rajan 9788119364077 , Total Quality Management 2Ed Mukerjee 9788119364299 , Heat Treatment : Principles And Techniques 3Ed Rajan 9788119364077 , Operations Research Panneerselvam 9789354437892 , Design Thinking Teun Den Dekker 9781032786018 , Aeroplane Ramalingam 9788193103159 , Faqs In Control Systems Engineering Pattanaik 9789394639003 , Mass Transfer - Theory & Practice Begum/Anantharaman 9788120341692 , Total Quality Management 5Ed Besterfield 9789353066314 , Production &Operations Management 3Ed Panneerselvam Bks477079 , Manufacturing Technology Vol 2-Metal Cutting Rao 9789353160524 , Engineering Drawing Agrawal 9789353167448 , Cad / Cam : Computer - Aided Design & Manufacturing Groover 9788177584165 , Engineering Mechanics : Statics & Dynamics Kottiswaran Bks307984 , Power Plant Engineering Hegde 9789332534100 , Hydraulics And Fluid Mechanics Hydraulic Machine Modi , Seth Bks291963 , Fundamentals Of Heat And Mass Transer Kothandaraman Bks481435 , Alternative Fuels For Ic Engines Krishnasamy 9789364441995 , Mechatronics Electronic Control Systems In Mechanical And Electrical Eng Bolton 9789357052849 , Manufacturing Technology Vol 2-Metal Cutting Rao 9789353160524 , Fundamentals Of Heat And Mass Transer Kothandaraman Bks481435 , Mechatronics Electronic Control Systems In Mechanical And Electrical Eng Bolton 9789357052849 , Production &Operations Management 3Ed Panneerselvam Bks477079 , Engineering Drawing Agrawal 9789353167448 , Mass Transfer - Theory & Practice Begum/Anantharaman 9788120341692 , Industrial Robotics Control Frigeni 9781484294154 , Gate 2025 Production And Industrial Eng Gkp 9789356818170 , Engineering Vibration, 4/E Inman 9789332518483 , Fundamentals Of Engg Heat And Mass Transfer-5Ed Sachdeva 9789386070968 , Internet Of Nanothings And Wireless Body Area Networks Fadi 9781032599144 , Modern Machining Processes Pandey 9789386761835 , Materials Science For Mechanical Engineering Palanisamy 9789386923059 , Materials Science For Mechanical Engineering Palanisamy 9789386923059 , Textbook Of Fluid Dynamics Chorlton 9788123908816 , Engineering Mechanics : Statics & Dynamics Kottiswaran Bks307984 , Robotics Rajmohan Bks480419 , Hmt Data Book Kothandaraman 9788812243594 , Design Data (Data Book) Psg Bks58578 , Digital Signal Processing 2Ed Paulo Diniz 9781108406703 , 8086 Microprocessor And Applications 3Ed Kani 9789354661327 , Wireless Telecommunication System & Network Mullett 9788131520123 , Operational Amplifiers & Linear Integrated Circuits Lal Kishore 9788177585667 , Mobile Computing Principles Bfar 9780521696234 , Microprocessors & Programmed Logic 2Ed Short 9788131709160 , Design With Pic Microcontroller Peatman 9788177585513 , Digital Systems Design With Access Code Nagoor Kani 9789354667688 , Introduction To Biomems Folch 9781032568225 , Introduction To Biomedical Equipment Technology 4Ed Carr 9788177588835 , Antennas & Wave Propagation Raju 9788131701843 , Raspberry Pi For Dummies Cook 9789357460422 , Digital Signal Processors : Architectures --Op Kuo 9788131717936 , Principles Of Electromagnetics, 6Ed Sadiku 9780199461851 , Advanced Digital Design With The Verilog Michael.D.Ciletti 9789332584464 , Neural Networks Kumar 9781259006166 , Embedded System 2Nd Ed Peckol 9789357463966 , Microprocessor And Peripherals Chowdhury Bks405737 , Networks & Systems Roy Choudhury 9789389802535 , Microcontroller Theory And Application With The Pic Rafiquzzaman 9788126548354 , Digital Signal Processing For Anna University Kani 9789354661006 , Digital Signal Processing 3Ed Kani 9789354661167 , Analog And Pulse Circuits Lakshmaiah D 9789389354201 , Electronic Devices And Circuits Orient 9789386235305 , Quantum Chemistry 7 Ed Levine 9789332558533 , Engineering Circuit Analysis 9/Ed Hayt 9789390185139 , Gate 2025 Electronics And Communication Eng.Guide Gkp 9789356819306 , Chip Design For Submicron Vlsi : Cmos Layout And Simulation Uyemura 9788131501955 , Microelectronics Neamen 9789354601637 , Neural Networks And Learning Machines Haykin 9789332570313 , Electronic Circuits : Fundamentals And Applications 5Ed Tooley 9781032726687 , A Course In Digital Signal Processing Pucca Bundh Porat 9788126534913 , Signals And System Apte 9781316615393 , Digital Design 6Ed Mano 9789353062019 , Principles Of Signal Processing And Liner System Lathi 9780198062288 , Fiber Optic Communications 5Ed Palais 9788131717912 , Circuits And Networks Sudhakar 9789339219604 , Introduction To Communication Systems Madhow 9781316608241 , Analog Communication Rao 9780070704800 , Arduino Based Embedded Systems Singh 9781032964058 , Next Generation Wireless Lans 2Nd Ed Perahia 9781107414617 , Arm Microprocessor System Tahir 9781138387539 , Digital Communication Mutagi Bks478677 , Advanced Microprocessors & Peripherals Bhurchandi 9781259006135 , Vlsi Design Chitra 9788183716598 , Television And Video Engineering Salai Thillai 9788183712194 , The Design Of Cmos Radio Frequency Integrated Circuits Lee 9780521613897 , Network Security : Private Communication In A Public World Charlie Kaufman 9788196874339 , Sensors And Transducers Patranabis 9788120321984 , Neuro Fuzzy And Soft Computing Jang Sun Mizutani 9789332549883 , Network Analysis Channa Venkatesh 9788131533215 , Circuits Carlson 9788131505861 , Op Amps And Linear Integrated Circuits : Concepts And Applications Fiore 9788131512340 , Mobile Computing Principles Bfar 9780521696234 , Instrumental Methods Of Analysis Willard 9788123909431 , Vlsi Circuits And Embedded Systems Hasan Babu 9781032906003 , Computer Organization And Embedded System-6 Th Ed Hamacher 9789339218317 , Network Analysis And Synthesis, 2Ed Singh 9789353166724 , Handbook Of Biomedical Instrumentations Khandpur 9789355328021 , Security And Privacy In Internet Of Things Lots Hu Fei 9781032707150 , Television & Video Engineering Veeralakshmi 9789380156699 , Power Quality Sankaran 9781138569249 , Introduction To Microcontroller Programming For Power Electronic Control Applications Rossi 9781032972183 , Communications System Laboratory Preetham Kumar 9781138603288 , Digital Signal Processing And Its Applications Senthil Kumar 9788195268726 , Multimedia Enabled Sensors In Iot Fadi 9781032599205 , Novel Wearable Antennas For Communication And Medical System Albert Sabban 9781041049579 , Internet Of Things Using Single Board Computers : Principles Of Iot And Python Programming Kanagachidam Baresan 9781484299258 , Handbook Of Optical Communication Networks Ilyas 9781498798037 , Communications System Laboratory Preetham Kumar 9781138603288 , Digital Watermarking And Steganography 2Nd Edition Shih 9781032972121 , Propagation Handbook For Wireless Communication System Design Crane 9780849308208 , The Internet Of Things In The Cloud Honbo Zhou 9781498770354 , Arduino Based Embedded Systems Singh 9781032964058 , 5G Mobile Communications Concepts And Technologies Saad Asif 9781032663159 , Electronic Devices 10Ed Robert Floyd 9789354493935 , Semiconductor Physics And Devices, 3Ed Sze 9789354243226 , Digital Fundamentals 11Ed Floyd 9789332584600 , Electronic Devices And Circuits--11 Ed Boylestad Nashelsky 9789332542600 , The 8051 Microcontrollers & Embedded Systems 2Ed Mazidi 9788131710265 , A System C Primer 2Ed Bhasker 9788178001418 , Household Electricity And Appliances P.B Bhagava 9789390211265 , Image Processing Analysis And Mach Sonka 9789386858146 , Verilog Hdl 2Ed +Cd Palnitkar 9788177589184 , Modern Semiconductor Devices For Integration Hu 9788131730249 , Analog Integrated Circuit Design Isv 2Nd Ed Chan Carusone 9788126543939 , Textbook Of Digital Electronics Vasudevan 9789381714539 , Microwave Engineering 4Ed Das 9789390113347 , Analysis Of Microcontrollers For The Students Kothari 9789381714294 , Digital Signal Processing : For C.S.I.T Palani 9789380618388 , Fundamentals Of Digital Images Processing Jain 9789332551916 , Signals And Systems Sreenivasa Reddy 9789389354041 , Satellite Communications Pratt 9789354243035 , Analog Signals And Systems Kudeki 9788131787984 , Embedded Systems Handbook 2Ed System Design And Verification Zurawski Bks331222 , Vlsi Design And Eda Tools 2Nd Ed Sarkar 9788183714976 , Vlsi Design Das 9780198094869 , 8085 Microprocessor Pramod Borole 9789382127581 , Fundamentals Of Communication Systems Proakis 9788131705735 , Short Range Wireless Communication 3Ed Bensky 9789351073994 , Introduction To Fiber Optics Ghatak Ajoy 9781316644010 , The Definitive Guide To Arm Cortex M3 And Cortex M4 Processors Yiu 9789351071754 , Rf Circuit Design Ludwig 9788131762189 , Electric Circuits For Be/Betch 2Ed Kani 9789354663925 , Control Systems Nagoor Kani 9789389239010 , Digital Logic Circuits Nagoor Kani 9789354669989 , Microwave And Rf Design Steer 9789380381305 , Electrical Measurement And Measuring Instruments Rajput Bks543993 , Digital Signal Processing 3Ed Kani 9789354661167 , A Handson Course In Sensors Using The Arduino And Raspberry Pi Ziemann Volker 9781032791470 , Signal And Systems Simplified 2Ed Nagoor Kani 9789354661013 , Basic Electrical And Electronics Engineering 2/Ed Bhattacharya 9789332586505 , Ad Hoc Wireless Networks : Architectures & Protocols Murthy 9788131706886 , Ad Hoc And Wilreless Sensor Network Athawale 9789356066137 , Digital Circuits Design Kothari 9789332543539 , Solid State Electronic Devices Streetman 9789332555082 , Wireless Communication Goldsmith 9780521704168 , Probability And Stochastic Processes 3Ed Yates 9789354243455 , Signals, Systems And Inference Oppenheim 9789356064676 , Electromagnetic Field And Waves Salivahanan 9788119896677 , Analog Design For Cmos Vlsi Systems Maloberti 9788181284341 , Vlsi Design Michael 9780849318764 , Cognitive Sensors And Iot Fadi 9781032599236 , Digital Design & Computer Organization Farhat 9780849311918 , Digital Intergrated Circuits Evegni 9780849330575 , Introduction To Iot With Machine Learning And Image Processing Using Raspberry Pi Ambaji Kulkarni 9781032966885 , Basic Electrical And Electronics Engineering Murugan 9789384726072 , Adaptive Antenna Arrays Chandran 9788181289322 , Networks Lines & Fields 2Ed Ryder 9789332559516 , Data Compression : The Complete Reference Salomon 9788184898002 , Electric Circuits Bell Bks321194 , Digital Signal Processing Oppenheim 9789332550339 , Iot Standards With Blockchain : Enterprise Methodology For Internet Of Things Upadrista 9781484284278 , An In Depth Guide To Mobile Device Forensics Chuck Easttom 9781032785905 , Digital Signal Processing Oppenheim 9789332550339 , Digital Modulation & Coding Wilson 9788131721438 , Fundamentals Of Mobile Computing 2Ed Pattnaik Bks534717 , Introduction To Iot With Machine Learning And Image Processing Using Raspberry Pi Ambaji Kulkarni 9781032966885 , Biomedical Instrumentations And Measurements Cromwell 9789332556911 , Artificial Neural Networks For Engineers And Scientists Chakraverty S. 9781032729121 , Digital Communication Bhattacharya 9780070591172 , Signals And Systems 2/Ed Oppenheim 9789332550230 , Fundamentals Of Modern Vlsi Devices Yuan Taur 9781316649794 , Digital Systems:Principles&Design(Anna) Rajkamal 9789332535916 , Principles Of Cognitive Radio Vincent 9781107439900 , Digital Signal Processing 4Ed Proakis 9788131710005 , Op Amps And Linear Integrated Circuits Gayakwad 9789353949037 , Microwave And Radar Engineering Rao 9788131799444 , Introduction To Pspice Using Orcad For Circuits And Electronics Rashid 9789332555174 , Basic Electronics Saha 9781316632932 , Linear Integrated Circuits Salivahanan 9789353163808 , Principles Of Electronic Communication Orient 9789386235107 , Optoelectronic Devices And Optical Fiber Communication Chakrabarti 9789354667947 , Introduction To Vlsi Design Flow Sneh Saurabh 9781009200813 , Antennas And Wave Propagation Kraus 9789352606184 , Network Analysis Revised 3Ed Van Valkenburg/ Rathode 9789353433123 , Communication Systems : Analog And Digital, 3Rd Singh 9781259004605 , Internet Of Things The : How Smart Tvs Sm Miller 9789332552456 , Microwave Devices & Circuits 3Ed Liao 9788177583533 , Fundamentals Of Mobile Computing 2Ed Pattnaik Bks534717 , 5G Mobile And Wireless Communication Technology Pauline Cullen 9781009590921 , The Intel Microprocessors : 8086/8088,80186/80188,80286,80386,80486,Pentium, Pentium Pro Processor, Pentium Ii - 8Ed Brey 9788131726228 , Circuits Analysis Theory And Practic Robbins 9788131519028 , Medical Instrumentation 5Ed : Application And Design : An Indian Adaptation Webster 9789354249150 , Microwave Engineering, An Indian Adaptation Theory And Techniques Pozar 9789388991087 , Wireless Communications 2Ed Molisch 9789354248795 , Controll System Eng. 8/Ed Norman 9789357463980 , Signals, Systems, And Transforms, 4/E Phillips 9789332518490 , Antenna Theory And Applications 4Ed Balanis 9789354248474 , Gate 2025 Electronics And Communication Eng.Guide Gkp 9789356819306 , Introduction To Analog And Digital Communication 2Ed Haykin 9789354644337 , Digital Image Processing Gonzalez 9789353062989 , Power Electronics (An Indian Adaption) Ned Mohan 9789354640278 , Dorfs Introduction To Electric Circuits Wiley India Edition Richard 9788126573493 , Electronic Devices 10Ed Robert Floyd 9789354493935 , Communication Systems 5Ed Haykin 9789354640896 , Modern Control Engineering Ogata 9789332550162 , Electric Circuits With Mt Kang 9789386650344 , The Intel Microprocessors : 8086/8088,80186/80188,80286,80386,80486,Pentium, Pentium Pro Processor, Pentium Ii - 8Ed Brey 9788131726228 , Modern Digital Electronics-5Th Edtion Jain 9789355321770 , Analog And Digital Electronics Roth 9789353502355 , Introduction To Communication Systems Madhow 9781316608241 , Voip Handbook Application Technologies Ahson 9781420070200 , Embedded Systems Handbook 2Ed Network Embedded System Zurawski Bks331227 , Matlab: An Introduction With Applications 6Ed Amos Gilat 9789357462174 , Fiber Optic Communication Systems 5Ed Agrawal 9789357461245 , Crc Handbook Of Modern Telecommunications 2Ed Morreale Bks331221 , Mathematical Aspects Of Signal Processing Sircar 9781107175174 , Rf And Microwave Semiconductior Device Handbook Golio 9780849315626 , Electronic Systems Maintenance Handbook, Second Edi Whitaker Bks322864 , The 8051 Microcontroller Ayala 9788131502006 , Digital Systems Design Using Vhdl W/ Roth 9788131518304 , Fundamentals Of Engineering Electromagnetics Cheng 9789332535138 , Basic Electronics-2Ed Kothari 9789352606467 , Power Electronics Essentials & Applications Umanand 9788126519453 , An In Depth Guide To Mobile Device Forensics Chuck Easttom 9781032785905 , Automotive Embedded Systems Handbook Navet Bks335190 , Wavelet Analysis With Applications To Image Process Prasad 9780849331695 , Primer On Wavelets And Their Scintific Applications Walker 9781032963617 , Face Detectin And Recognition: Theory And Practice Datta A.K. 9781032728964 , Fiber Optics & Optoelectronics Khare 9780195669305 , Mobile Cellular Telecomm 2E Lee 9780070635999 , Cmos Vlsi Design : A Circuits And Systems Perspective, 3Ed Weste 9788131762653 , Antennas Blake 9789380381268 , Mobile Communications, 2Ed Schiller 9788131724262 , Introduction To Wireless Systems Black 9788131726389 , Ad Hoc And Wilreless Sensor Network Athawale 9789356066137 , Linear Integrated Circuits Sathishkumar Bks476847 , Linear Integrated Circuits Dhanasekar Bks638493 , Embedded And Real Time Systems Ramprabu Bks476848 , Transmission Lines And Rf Systems Shanmugaraja Sivakumar Bks490771 , Transmission And Distribution Gayathri Bks476751 , Wireless Communication Santhosh Krishna Bks638491 , Digital System Design Edwindhas Bks638462 , Power Quality & Distributed Generation Jayaprakash 9788184876987 , Digital Signal Processing Antoniou 9780070636330 , Power System Engineering 3 Ed Kothari 9789353165116 , Digital Integrated Circuit 2/Ed Rabeay 9789332573925 , Principles Of Electronic Materials Kasap 9789390113866 , Digital Logic Circuits With Vhdl And Verilog Programs Nagoor Kani 9789354669606 , Principles Of Electronic Materials Kasap 9789390113866 , Wireless Communications : Principles Rappaport 9789356066212 , Communication Networks Fundamentals Leon 9780070595019 , Interoperability In Iot For Smart Systems Roy M. 9781032728100 , Basic Elec & Linear Circuits Bhargava 9781259006463 , Brain Computer Interface Eeg Signal Processing Panigrahi 9781032851181 , Learning Basics And Electronic Science Through Mcqs Priya 9789394639249 , Fundamentals Of Logic Design Roth 9789360535650 , Engineering Circuit Analysis 10E/D Hayt 9789364441094 , Programmable Logic Controllers 6Th Ed Petruzella 9789355325860 , Modern Wireless Communication Haykin 9788131704431 , Signals And Systems 5Ed Ramesh Babu Bks505218 , Digital Signal Processing Ramesh Babu Bks503977 , Digital Image Processing 2Ed Sridhar Bks643706 , Digital Logic Circuits With Vhdl And Verilog Programs Nagoor Kani 9789354669606 , Wireless Communications : Principles Rappaport 9789356066212 , Digital Integrated Circuit 2/Ed Rabeay 9789332573925 , Brain Computer Interface Eeg Signal Processing Panigrahi 9781032851181 , Internet Of Nanothings And Wireless Body Area Networks Fadi 9781032599144 , Phyiscs For Electronics & Information Science Palanisamy 9789386923134 , Vlsi Design Sathyah Bks665018 , Basic Elec & Linear Circuits Bhargava 9781259006463 , Communication Networks Fundamentals Leon 9780070595019 , Linear Integrated Circuits Salivahanan 9789353160487 , Wireless Communications : Principles Rappaport 9789356066212 , Linear Integrated Circuits Salivahanan 9789353160487 , Digital Logic & Computer Design Mano 9789332542525 , Digital Electronics Bignell 9788131520710 , Design Of Analog Cmos Integrated Circuit-2Ed Razavi 9789387067844 , Fundamentals Of Logic Design Roth 9789360535650 , Engineering Circuit Analysis 10E/D Hayt 9789364441094 , Digital Electronics Bignell 9788131520710 , Design Of Analog Cmos Integrated Circuit-2Ed Razavi 9789387067844 , Applied Machine Learning Gopal 9789354601590 , Essentials Of Digital Signal Process Using Matlab Ingle/Proakis 9788131517727 , Arm System On Chip Architecture Furber 9789332555570 , Smart Grid In Iot Enabled Spaces Fadi Ai Turjman 9781032598543 , Power Plant Engineering Nag 9789354600050 , Mathematical Analysis A Straightforward Binmore 9781107526235 , Algebra 2Nd Edition Michael Artin 9789353432751 , Discrete Mathematics Dhami 9780199452798 , Statistics And Numerical Methods 10Ed Vijayakumari 9789356062733 , Algebra, 3Ed Sahai 9788173198250 , Algebraic Topology M J Greenberg , J R Harper 9780367475604 , Algebra, 4Ed Sahai 9788184876208 , Concept Of Modern Algebra Pandey 9788184877069 , Friendly Introduction To Number Theory Silverman 9789353433079 , Elementary Differential Equations 8Ed Richard 9789332571617 , Introduction To Graph Theory West 9789332549654 , Linear Algebra Ubaidullah 9789391549893 , Higher Algebra Barnard 9789385923326 , Sequences And Series Arumugam 9789388005128 , Modern Analysis Arumugam 9789388005111 , Intorduction Topology And Modern Analysis Simmons 9789387465916 , Higher Algebra Hall Knight 9788174731043 , Analytical Geometry Veerarajan 9789388005142 , Transforms And Partial Diffrential Equations 3Rd Ed Muthucumaraswamy 9789391549473 , Multilevel Analysis: Techniques And Applications 3/E Hox 9781032938035 , Thomas Calculus 15Ed Hass 9788119896608 , Calculus Vil I 2Ed ( An Indian Adaptation) Apostol 9789354642630 , Calculus 10Ed Saturmino Salas Einar Hille Ga 9789390421961 , Introduction To Linear Regresion Analysis, 6Ed Montgomery 9789357461283 , Matrices Advanced Calculus & Complex Stewart 9789360534509 , Operations Research Mote 9788126556380 , Topology 2Ed James Munkres 9789353432775 , Linear Algebra 5Ed Friedberg 9789390168132 , Multivariate Calculus Joshi Bks498996 , Mathematical Analysis 6Ed Malik Bks413195 , Stochastic Processes 5Ed Medhi 9789389802245 , Human Resource Management Aswathappa 9789355323675 , The Elements Of Complex Analysis 3Ed Choudhary 9789388818780 , Probability And Statistics For Engineering Devore 9789353506247 , Operations Research Panneerselvam 9789354437892 , The Elements Of Complex Analysis 3Ed Choudhary 9789388818780 , Optics 8Ed Ghatak 9789355328595 , Outline Of Beginning Physics Schaum 9789389538984 , Outline Of Astronomy Schaum 9789389538939 , Introductory Nuclear Physics 3/Ed Krane 9789354640834 , Physics Vol 2 5Ed David Halliday Resnick 9789354640438 , Physics For Scientists And Engineers Serway 9789355739223 , Non Conventional Energy Source Math 9789388005081 , Nuclear Physics Theory And Experiments 3Ed Roy 9788122449884 , Gravitation : Foundations And Frontiers (South Asian Edition) Padmanabhan 9780521178761 , Electricity And Magnetism Murugeshan 9789352837342 , Introductory Nuclear Physics Wong 9788126546060 , Modern Physics Murugeshan Bks367126 , Introduction To Electrodynamics South Asia Ed - 4/Ed David J. Griffiths 9781108822909 , Theoretical Astrophysics Vol 2 Padmanabhan 9781107400603 , Heat Thermodynamics And Statistical Physics Lal Subramanian Bks460942 , Classical Dynamic Of Particles Thornton 9788131518472 , Materials For Engineers And Technicians 7Ed Bolton 9781032973722 , Statistical Mechanics 2Ed (An Indian Adaption) Kerson Huang 9789354247736 , Atomic And Molecular Spectroscopy Rita Kakkar 9781108413206 , Laser Fundamentals Silfvast 9780521138475 , Engineering Chemistry 2E : Fundamentals And Applications Shikha Agarwal 9781108724449 , Organic Name Reations Sanjay Bari 9789389354737 , Basics Of Environmental Science Khosla 9788184874013 , Environmental Chemistry Singhu 9788122427318 , Biomaterials Principles And Applications Joon Park 9781032934167 , Organic Reaction Mechanisms Ahluwalia Bks366263 , Organic Synthesis Concepts And Methods 3Ed Pb 2014 Jurgen Hinri 9788126547227 , Engineering Chemistry Palanna 9789352605774 , Engineering Chemistry 2Nd Ed Wiley 9788126543205 , A Textbook Of Engineering Chemistry Dara Bks561640 , Engineering Chemistry Vairam & Kalyani 9788126543342 , Chemical Applications Of Group Theory Albert Cotton 9788194726364 , Environmental Science And Engineering Yuganath 9788183717014 , Environmental Science Isv 8Th/Ed Botkin, Killer 9788126534142 , Chemical Reaction Engineering 3Ed (An Indian Adaptation) Octave Levenspiel 9789354244605 , Outline Of Thermodynamics Schaum 9789389538540 , Textbook Of Chemical Engineering Thermodynamics Narayanan 9788120347472 , Communication Skills, 3Ed Sanjay Kumar 9789354978555 , English For Science & Technology-I Chellammal 9781009224796 , English For Science & Technology-Ii Francis 9781009251181 , Effective Technical Communication Rizvi 9789352605781 , Research Methodology Vinod 9789352863518 , Placement Interviews Skills For Success Anandamurugan 9780070700956 , Prowess Orient 9789354421242 , Research Methodology Panneerselvam 9788120349469 , Academic Writing A Handbook For Students Stephen Bailey 9781138615533 , Design Thinking In Technical Communication Jason C K Tham 9781041004356 , Principles Of Scientific And Technical Mohapatra 9789355327482 , Critical Thinking Idea Innovation And Creativity Richard H Mccuen 9781041000846 , Literature For Language Skills 2Ed Mahanand 9789388005470 , Academic Writing P.B Ajay Semalty 9789390211739 , Teaching English Through Folktales Mahanand 9789391549077 , An Introduction To Literary Studies Mario Klarer 9781032785974 , Heritage Of Tamils Muthuramalingam 9789391549718 , A Short History Of English Literature Saintsbury 9788174733054 , The English Language Wrenn 9788174733368 , An Introduction To The Study Of English Litetrature Hudson 9788174731197 , Rabindranath Tagores Ideational Challenges Bidyut Chakrabarty 9789356400122 , English Literature Long Bks476291 , Test Of Reasoning 7Th Edn Thorpe 9789389811513 , Science And Technology 8Ed Agarahri Ravi 9789355326324 , Excel Reasoning Arun Sharma 9789355329455 , Aptipedia Aptitude Encyclopedia 2 Ed Wiley 9788126569502 , Excel Quantitative Apititude Arun Sharma 9789355327970 , Verbal Ability And Reasoning For Competitive Examinations Anand Lalit Singh 9788126554294 , Intermediate Engligh Grammer With Answers, 2Ed Murphy 9788185618517 , Design Thinking Teun Den Dekker 9781032786018 , Spotting Errors Lakshminarayanan Bks670723
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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 →
8.
Public Administrative Department #11286668 AOC
Tender For Construction/Repair Work In Record Room/Nazarat Department - (a) Bricks M-150 2 (b) Bricks M-100 3 (c) Bricks-Straight over brunt 4 (d) Bricks- Tiles (Ist Class) 5 (e) Brick Bats M-75 6 (f) Brick Bats (O.B.) 7 Fly ash Bricks (specification/strength should not be less then Bricks M-150)size 230x110x75mm 8 Fly ash Bricks Tiles (specification/strength should not be less then Bricks M-150)size 230x110x38mm 9 Fly ash Concrete curve Stone (specification/strength should as per mord/morth) size 300x300x150mm (M30) 10 (a) 5.00cm. Gauge 11 (b) 4.00 cm. gauge 12 (c) 2.50 cm. gauge 13 Stone Grading Materials Aggregate - For 37.5 mm Maximum size - 22.4 mm to 5.6 mm 14 Aggregate - For 37.5 mm Maximum size - 45 mm to 22.5mm 15 Aggregate - For 37.5 mm Maximum size - Below 5.6 mm 16 Aggregate - For 53 mm Maximum size - 22.5 mm to 5.6mm 17 Aggregate - Grading I (40 mm nominal Size) 10 mm - 5 / 4.75 mm 18 Aggregate - Grading I (40 mm nominal Size) 25 mm – 10mm 19 Aggregate - Grading I (40 mm nominal Size) 37.25 mm -25mm 20 Aggregate-Grading I 90 mm to 45 mm 21 Aggregate-Grading II 63 mm to 45 mm 22 Aggregate-Grading III 53 mm to 22.4 mm 23 Aggregates 22.4 mm to 2.36 mm for wet mix macadam 24 Aggregates 45 mm to 22.4 mm for wet mix macadam 25 Crushed Sand or Grit Passing 2.36 mm and retained on 180 micron 26 Crushed Stone Aggregate 26.5 mm to 75 micron 27 Crushed Stone chipping 13.2 mm nominal size 28 Crushed Stone Chipping 6.7 mm size 100% passing 11.2 mm and retained on 2.36 mm 29 Crushed Stone Chipping 6.7 mm size 100% passing 9.5 mm and retained on 2.36 mm 30 Crushed Stone chipping 9.5 mm nominal size 31 Crushed Stone Coarse Aggregate Passing 53 mm and retained on 2.8 mm 32 Fine aggregate/Crushed sand 2.36 mm to 75 micron 33 Stone Boulder of size 150 mm and below 34 Stone for Coarse Rubble Masonry 1st Sort 35 Stone for Coarse Rubble Masonry 2nd Sort 36 Stone for Random Rubble Masonry 37 Stone for Stone Set Pavement (300 mm x 200 mm x 150MM 38 Well Graded Material for Sub-Base - Grading I 2.36 mm below 39 Well Graded Material for Sub-Base - Grading I 53 mm to 9.5 mm 40 Well Graded Material for Sub-Base - Grading I 9.5 mm to 2.36 mm 41 Well Graded Material for Sub-Base - Grading II 2.36 mm below 42 Well Graded Material for Sub-Base - Grading II 26.5 mm to 9.5 mm 43 Well Graded Material for Sub-Base - Grading II 9.5 mm to 2.36 mm 44 Well Graded Material for Sub-Base - Grading III 2.36 mm below 45 Well Graded Material for Sub-Base - Grading III 4.75 mm to 2.36 mm 46 Well Graded Material for Sub-Base - Grading III 9.5 mm to 4.75 mm 47 Boulder with minimum size of 300 mm for Pitching at Site 48 Granular Material or hard murrum for GSB works at Site 49 Close graded Granular sub-base Material 37.5 mm to 9.5 mm 50 Close graded Granular sub-base Material 9.5 mm to 4.75 mm 51 Close graded Granular sub-base Material 4.75mm to 75 micron mm 52 Close graded Granular sub-base Material 2.36 mm 53 Coarse graded Granular sub-base Material 4.75mm to 75 micron mm 54 Coarse graded Granular sub-base Material 4.75 mm to 2.36 mm 55 Coarse graded Granular sub-base Material 9.5 mm to 4.75 mm 56 Coarse graded Granular sub-base Material 26.5 mm to 4.75 mm 57 Coarse graded Granular sub-base Material 26.5 mm to 9.5 mm 58 Coarse graded Granular sub-base Material 37.5 mm to 9.5 mm 59 Coarse graded Granular sub-base Material 53 mm to 26.5mm 60 Stone screening material for WBM Grading-2 and 3 61 Miscellaneous Items Cement Grey PPC 62 Cement Port land (ordinary) 63 Cement white viz J.K./Birla 64 Wall Putty J.k / Birla white 65 Plaster of Parish Sakarni or eqvivalent 66 Cinder 67 Distemper oil bound 68 Dry Distemper ordinary of bes quality (Approved manufacture and approved quality viz. Burger, Asian, J&N 69 Glass Ordinary cut to size (a) 3mm thick (Wt. 7.5 Kg./sqmt.) 70 (b) 4mm thick (Wt. 10.0 Kg/sqmt.) 71 (c) 5.5 mm thick (Wt. 13.5 Kg/sqmt.) 72 White lime (unslacked) for White Washing 73 White Lead (Best Quality PIG Lead) 74 (d) G.I. Barbed wire 75 (e) Iron Sheet Galvanized Plain 22 gauge 76 (f) Iron Sheet Galvanized Plain 24 gauge 77 (g) -do- but corrugated 24 gauge 78 (h) -do- but black plain 18 gauge 79 (J) Expanded metal 2-0 cm mesh 16/17 guage 80 (K) M.S. binding wire 24 gauge 81 (i) 1x2 size of 10 gauge wire 82 (ii) 1x3 size of 10 gauge wire 83 (iii) Murga Jali 1/2x24 gauge 84 (iv) 1x2 size of 10 gauge wire 85 (i) F -d sections @ 1.58 Kg/R/M 86 (ii) F -B/T/T Secs. @ 2.40 Kg/R/M 87 (iii) F - Sections @ 0.74 Kg/R/M 88 (a) Super white 89 (b) Commercial white, coloured & black 90 Marble Dust (200 mesh) 91 Nails (Country) 92 Nails (Wire) 93 (a) Oil (linseed double boiled) 94 (b) Oil (Terpentine) 95 (a) Paint anticorosive Bitumenous 96 (b) Black Japan 97 (c) Superior Ready Mixed paints (Grade II) in 20 ltrs. Drums of approved manufactures and aporoved make 98 (i) Dark Green Oxide 99 (ii) Deep Black Oxide 100 (iii) Blue Oxide 101 (iv) Chocoiate Oxide 102 (e) (i) Red Oxide primer surface for steel (in 20 ltrs. Drum) (Approved manufactures and approved make) 103 (ii) Red lead paint ready mixed for roof (in 20 ltrs. Drum) (Approved manufactures and approved make) 104 (f)(i)PaintenamelGradeIsuperClass(Approved manufactures and approved make) 105 (ii) Paint (Aluminium) 106 (g) (i) Paint primer for wood 107 (ii) Paint primer for metal 108 (h) (i) Cement Primer of Berger or equivalent 109 (ii) Water proof cement paint (in 50 kg. drums) 110 (i) Clear synthetic (in 20 ltr drums) 111 (ii) Copall 112 (iii) Weather Coat cement paint for exterior 113 (iii) Weather Coat cement paint for exterior 114 Water Proofing compound (Dr. Fixit) 115 Polish (mansion & wax) 116 (iv) P.V.C. Pipe 110 mm dia & 6Kg./CM2 (ISI Marked) 117 (v) Same as above but 90 mm dia 118 (vi) Same as above but 75 mm dia 119 (v) Same as above but 140 mm dia 120 (a) Corrugated 121 (b) Plain 122 (i) Internal dia 5 cm (Wt. 11.41 Kg.) 123 (ii) Internal dia 7.5 cm. (Wt. 16.52 Kg.) 124 (iii) Internal dia 10 cm. (Wt. 21.67 Kg.) 125 (iii) Internal dia 15cm. (Wt. 21.67 Kg.) 126 (i) 5.0 cm dia (Wt. 2.30 Kg. ) 127 (ii)7.5 cm dia (Wt. 3.30 Kg.) 128 (iii) 10.0 cm. dia (Wt. 4.60 Kg.) 129 (i) 5.0 cm dia (Wt. 2.10 Kg. ) 130 (ii) 8.0 cm dia (Wt. 3.20 Kg.) 131 (iii) 10.0 cm. dia (Wt. 4.40 Kg.) 132 (c) C.I. Spout 23.0 cm Long 40 mm dia 133 (a) Rope (Moonj) 134 (b) Rope (HEMP) 135 (c) Rope (cotton) 136 (d) Spun yarn 137 Rivets 138 Coarse sand of approved quarry (Finess modules 2.20) at site of work in the district Saharanpur, Muzaffarnagar 139 Finesand(blendedtofineness modulus1.25) Saharanpur, Muzaffarnagar and Shamli 140 (a) Local Sand 141 Surkhi 142 White lime (slacked) 143 (a) Washers (Lumpet) 144 (b) Washers (Bitumen) 145 (c) Washers G.I. 146 J.Hooks 147 Wood presevator in 5 ltrs. Pack. 148 (a) Teak wood 149 (b) Sheesham 150 (c) Indian Sal 151 (a) Teak wood 152 (b) Sheesham 153 (c) Indian Sal/ maleshien 154 Fuel Wood (Dry) 155 (a) 2.2 cm width 156 (b) 3.50 cm. width 157 (c) Same as 48 (a) but 5 mm thick 158 (d) Same as 48 (b) but 5 mm thick 159 Antitermite treatment oil concentrate to 0.30 (as per IS 1307) 160 (i) 40mm thick 161 (ii) 50 mm thick 162 (a) KOTASTONE (machine cut ) 60 x 60 cm. 163 (a) Marble White 60 x 60 cm. 164 (b) Marble White 60 x 60 cm. 165 Granite stone black or Grey Polished 166 Granite stone black or Grey Polished 167 Polythene Sheet (125 Micron) 168 Plastic waste which is cleaned is cut into a size between 2.36mm and 600 microns and of maximum size 2.36 mm length and 2.00mm width. 169 (a) For Floor Size 300 x 300 170 (b) For Wall Size 200 x 300 171 (c) Vitrified Tiles size 600 x 600 172 RCC Hume Pipe 350mm dia 173 RCC Hume Pipe 450mm dia 174 (a) Ordinary 175 (b) For floor and tile work 176 Carpenter 177 Black Smith 178 Hammer man 179 Fitter 180 Painter 181 (a) Plumber Licensed with Kit or Koshal vikash CERTIFICATE 182 (a) Plumber Licensed with Kit or Koshal vikash CERTIFICATE 183 (b) Electrician Licensed with Kit or Koshal vikash certificate 184 (b) Electrician Licensed with Kit or Koshal vikash certificate 185 Mate 186 Beldar / Mali 187 Bhishti with Mushk 188 White Washer 189 Belder for bitumen or tar work 190 Glazier 191 Bhainsa Buggi with driver 192 Tractor trolley with driver excluding P.O.L. 193 Amin/Tracer 194 Chaukidar 195 Jeep/Truck/Tractor/Roller Driver 196 Generator Operator 197 Mixol Operator 198 Pump Operator 199 Cleaner 200 Sweeper (Full Time) 201 Sweeper (Part Time) 202 Tractor with harrow or water TankerTrolly with 203 Tractor with harrow or water TankerTrolly with 204 driver and P.O.L. 205 J.C.B. Machine with driver with P.O.L. 206 Crane (20-50 Tonnee) with Driver and P.O.L. 207 Ricksaw Thela with Driver 208 (a) Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between 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 upto a distance of 30 M. from the foundation trenches. (where machine can not move ) 209 (a) As in item 251 (a) above but excavation in soil mixed with Moorum, shingle, kankar requiring the use of special tools and plant such as pickaxes, sabbals etc. (where machine can not move ) 210 (a) Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M. in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 M. lift and 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30 M. distance as directed by the Engineer incharge. (Royality removed by Govt. ) for small works/ Abadi area. (where machine can not move ) 211 (a)Add to items (251-253) for every additional 30 M. (100 ft.) lead or part of 30 M (100 ft.) or for every additional 1.50 M. (5 ft.) lift or part of 1.50 M. (5 ft.) 212 (a) Sand filling in plinth and under floor including supply of necessary quantity of sand from a distance not exceeding 8 Kms. from the site of work and including watering, dressing etc. labour and T&P etc. required for proper complition of the work. saplings of girth upto 30 cms. measuredat a height of 1 M. above ground level and removal of rubbish upto a distance of 50 M. out side the periphery of area cleared. including cost of sand. 213 (i) Cleaning jungle including up rooting ofrank, vegetations grass, push, wood trees and amplings of grith upto 30 cms. measured at a height of 1 M. aboveground level and removal of rubbish up to a distance of 50M. out side the periphery of area cleared. 214 (a) Same as above 259(i) above but grass only. 215 (a) Add to item no. 253 (a) for mechanically compected to achieve 95% proctors density including arrangement of water, settlement and all T&P including roller and its fuel etc. 216 (b) As in item no. 260 (a) above but for departmental works excluding Roller charges and its fuel, cost of water, allT&P. and sundries etc. but including carriage of water to site. 217 Upto ½ Km 218 Ist Km. (If lead is beyond ½ Km.) 219 Concrete with 4 cm. guage brick ballast, white lime and surkhi in foundation and under floors in the proportion of 100:16:32 including supply of all materials, labour Tools & plants etc. required for proper completion of the work. 220 Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundations and under floors, including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. 221 As in item 273 above but in proportion 10:5:1 222 As in item 273 above but in proportion 8:4:1 223 (a) Same as above item no. 279 but with 2 cm. gauge stone grit instead of 4 cm. gauge 224 (b) Same as item no. 279 (a) but in proportion of 1:3:6 225 As in item 279 above but in proportions of 8:4:1stone Ballast, Coarse sand and cement. 226 Concrete with 4 cm. guage brick ballast, white lime and surkhi in foundation and under floors in the proportion of 100:16:32 including supply of all materials, labour Tools & plants etc. required for proper completion of the work. 227 Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundations and under floors, including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. 228 As in item 273 above but in proportion 10:5:1 229 As in item 273 above but in proportion 8:4:1 230 (a) Same as above item no. 279 but with 2 cm. gauge stone grit instead of 4 cm. gauge 231 (b) Same as item no. 279 (a) but in proportion of 1:3:6 232 As in item 279 above but in proportions of 8:4:1stone Ballast, Coarse sand and cement. 233 Same as item no. 302 (B) above but in 1:6 (One cement & six fine sand of 1.25 F.M.) mortar. 234 Same as item no. 302 (B) but in 1:5 (One cement & five fine sand of 1.25 F.M.) mortar 235 Same as item no. 302 (B) but in 1:4 (One cement & four fine sand of 1.25 F.M.) mortar. 236 (a) Same as item no. 302 (B) but in 1:4 (One cement & four Corse sand) mortar. 237 Same as item no. 302 (B) but in 1:3 (One cement & three fine sand of 1.25 F.M.) mortar. 238 Same as item no. 302 (B) but in 1:3 (One cement & three coarse sand) mortar. 239 As in item 302 (B) to 307 above but in superstructure including necessary Cutting & moulding of bricks as required thickness of walls not to be less than 1½ brick. Add extra labour to above items. 240 As in item 309 above but for walls of one brick thick, add for extra labour 241 As in item 309 above but for walls of Half brick thick, add for extra labour to the rate of item no. 309. 242 Same as item no. 302 (B) above but in 1:6 (One cement & six fine sand of 1.25 F.M.) mortar. 243 Same as item no. 302 (B) but in 1:5 (One cement & five fine sand of 1.25 F.M.) mortar 244 Same as item no. 302 (B) but in 1:4 (One cement & four fine sand of 1.25 F.M.) mortar. 245 (a) Same as item no. 302 (B) but in 1:4 (One cement & four Corse sand) mortar. 246 Same as item no. 302 (B) but in 1:3 (One cement & three fine sand of 1.25 F.M.) mortar. 247 Same as item no. 302 (B) but in 1:3 (One cement & three coarse sand) mortar. 248 As in item 302 (B) to 307 above but in superstructure including necessary Cutting & moulding of bricks as required thickness of walls not to be less than 1½ brick. Add extra labour to above items. 249 As in item 309 above but for walls of one brick thick, add for extra labour 250 As in item 309 above but for walls of Half brick thick, add for extra labour to the rate of item no. 309. 251 Teak wood wrought framed and fixed including simple mouldings, straight work as in chaukhats including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. 252 As in item No. 401 but for sheesham wood 253 As in item no. 401 but with Indian Sal wood 254 Supply & fixing of 4.5 Cm. thick teak wood part panelled and part glazed door and window shutter including supply & fixing of wooden cleats and stops and including fixing & adjustment of hinges, bolts, locks, handles spring and or other fittings but excluding their supply and including painting with two coats of black Japan on all iron fitting if necessary. Including fixing the glass panes with putty for bradglass and glass to be 4 mm. thick. Fitting with necessary screws to be supplied by the deptt. 255 Providing and fixing Glass panes with teak wood beading in doors and windows as desired by the Engineer incharge including cost of all materials, fittings, hinges, labour, T&P all etc. required for proper completion of the work. 256 As in item no. 409 above but fully panelled. 257 As in item no 409 above but fully glazed. 258 As in item no. 409 above but 3.8 cm. thick. 259 As in item no. 411 above but 3.8 cm. thick. 260 As in item no. 412 above but 3.8 cm. thick. 261 As in item no. 409 above but 3.8 cm. thick, Shisham wood. 262 As in item no. 411 above but 3.8 cm. thick, Shisham wood. 263 As in item no. 412 above but 3.8 cm. thick, Shisham wood. 264 Supply and fixing of 3.8 cm. (1½) thick Teak wood door and window shutters with panels of heavy Quality galvanized iron wire gauge 2.5 mm. or 2 mm. or 1.5 mm. (1/10 or 1/12 or 1/16 inch) mesh or any other size, with necessary beadings, including supply and fixing of wooden cleats stops and including fixing & adjustment of hinges, bolts, locks, handles spring and or other fittings but excluding their supply and including two coat of black Japan on all iron fitting if necessary. Fitting with necessary screws to be supplied departmentally. 265 As in item (450) above but in shisham wood. 266 Supply and fixing Galvanized Mosquitos proof heavy quality S.S.Wire gauge heavy quality over windows and including supply of teak wood batten 8 cm.x1.cm. (3x3/8)/flat iron 25 mm.x4mm. and including supply of necessary screws all materials, labour, Tools & plants etc. required for proper completion of the work. 267 As in item (455) above but with shisham wood battens. 268 As in item (455) above but with Indian Salwood battens. 269 As in item (455) above but with Deodar wood battens. 270 As in item no. 409 but Indian Commercial flush shutters 35 mm. thick (excluding cost of all fitting). 271 As in item no. 409 but Indian Commercial flush shutters 32 mm. thick (excluding cost of all fitting). 272 As above 471 but Double Leaf Add. extra. 273 Approximate cost of ISI marked oxidized iron fitting with screws for door & windows etc. (for estimating purpose only) 274 As above item no. 473 Aluminium Fittings ISI marked. 275 Supply and fixing of 3.8 cm. (1½) thick country wood door fully panelled shutters including supply and fixing of wooden cleats stops and including fixing & adjustment of hinges, bolts, locks, handles spring and or other fittings 276 Supply and fixing 2.5 cm thick fully glazed laminated window-shutter of Commercial quality ISI marked plywood including cost of fitting and glass panes (Double Leaf) 277 As in item no. 9.26 above but for single leaf. 278 Providing and fixing 12 mm thick and 100 mm. wide Ply board of plywood pelmet with 19 mm. dia Al. rod and brackets including fixing with 25x3mm. M.S. flat 10 cm (4) long and plug etc. complete with painting, polishing or oiling as required. 279 Supply and fixing of 3.2 cm thick fully glazed laminated window-shutter of Commercial quality ISI marked plywood including cost of fittings and glass panes (Double Leaf) 280 As in item no. 9.29 above but for single leaf. 281 Supply and fixing of 2.5 cm thick fully glazed laminated window-shutter of Commercial quality ISI marked plywood including cost of fittings and glass panes (Single Leaf) 282 Suppy and fixing of Teak wood batton for fixing of mosquito net and fixing of glass & over chouket at window/door. Inculding cost of all matrial, labour & T&P etc. complete. 283 As per item above A but with shisham wood batton 284 Fixing of Jali / glass in doors/windows in small area upto 1.00 sqm (Labour only) 285 Fixing of Curtain rods (Labour only) 286 Fixing of Curtain palmets (Labour only) 287 50x20 mm 288 50x12 mm 289 With 2nd class teak wood beading 62X19 mm. 290 300x16 mm 291 250x16 mm 292 250x10 mm 293 200x10 mm 294 150x10 mm 295 Providing and fixing 12 mm thick and 100 mm. wide Ply board of plywood pelmet with 19 mm. dia Al. rod and brackets including fixing with 25x3mm. M.S. flat 10 cm (4) long and plug etc. complete with painting, polishing or oiling as required. 296 Supply and fixing of 3.2 cm thick fully glazed laminated window-shutter of Commercial quality ISI marked plywood including cost of fittings and glass panes (Double Leaf) 297 As in item no. 9.29 above but for single leaf. 298 Supply and fixing of 2.5 cm thick fully glazed laminated window-shutter of Commercial quality ISI marked plywood including cost of fittings and glass panes (Single Leaf) 299 Suppy and fixing of Teak wood batton for fixing of mosquito net and fixing of glass & over chouket at window/door. Inculding cost of all matrial, labour & T&P etc. complete. 300 As per item above A but with shisham wood batton 301 Fixing of Jali / glass in doors/windows in small area upto 1.00 sqm (Labour only) 302 Fixing of Curtain rods (Labour only) 303 Fixing of Curtain palmets (Labour only) 304 50x20 mm 305 50x12 mm 306 With 2nd class teak wood beading 62X19 mm. 307 300x16 mm 308 250x16 mm 309 250x10 mm 310 200x10 mm 311 150x10 mm 312 250x10 mm 313 200x10 mm 314 150x10 mm 315 100x10 mm 316 125 mm 317 100 mm 318 75 mm 319 Providing and fixing aluminium tee channels (heavy duty) with rollers, stop end in pelmets as curtain rod. 320 Providing and fixing 28 mm thick door shutter made of solid PVC foam profile with homogenous fine cellular structure having smooth outer integral skin having 71 mm width & 28mm thick as vertical & horizontal styles. Joints are made using solvent adhesive and GI C sections (39mm x 19mm x O.6mm thick) or M S pipe (40mm x 20mm ) stiffener frame insert & telescopic polymeric L corners .The panel shall be filled with 3mm thick high - pressure compact laminate asper manufacturers specifications and directions of the Engineer-in-charge, cover moulding shall be provided for covering fixing screws and elegant look.( for W.C. bathroom door shutter). 321 With decorative veneering on one side and commercial veering on other side. 322 With non decorative veneering on both sides. 323 M.S. or iron work of small sizes and section such as holding down bolts, hold fast, tie rods grating etc. wrought to required from including supply of steel bolts, nuts wastage etc. and their fixing required for proper completion of the work. 324 Same as in item 502 above but in M.S. Grills / Stair case railing / gates / trusher / racks etc. 325 Same as in items 502 above but steel Z Section window excluding Glass panes. (i) Fixed panels 326 Same as in items 502 above but steel Z Section window excluding Glass panes.(ii) Openable panels 327 Same as in item 502 above but in heavy sizes such as trusses, built up gates, record racks, roof work, Gates etc. including rivetting or welding where necessary. 328 Boring holes in mild steel or iron not exceeding 10mm (3/8) diameter and thickness of plate not exceeding 6mm (1/4) 329 As in item (509) above but holes exceeding 10mm (3/8) diameter but not exceeding 20mm and thickness exceeding 6mm but not exceeding 13mm (1/2) 330 Providing and fixing 100mm (4) diameter C.I. Down pipe BC or equivalent make complete with bends with eye hole, plain bend shoes and gratings etc., fixed to walls with suitable clamps as directed by the Engineer-in-charge (C.I. pipe of 1.80 Meter length shall be of 20-21 Kg.) 331 Mild steel or iron work in purlins and rafters including drilling holes and fixing in position and including supply of all steel and bolts and nuts, wastage, labour and tools and plant etc. required for proper completion of work (No material shall be issued by deptt.) 332 Providing barbed iron wire fencing including fixing it to post after stretching it including labour and T&P etc. required for proper completion of the work but excluding cost of posts & barbed wire. (labour rate only) 333 with frame of 40x40x6mm (1½x1½x¼) angle iron 3.15 mm (1/8) thick M.S. gus set plate at the junction and corners including supply and fixing of necessary fittings. Lock rail of 15 length of oxidised iron and including pintels hooks at the top and applying priming coat of red lead paint on all sides complete. 334 As per item no 517a but with steel strip inplace of angle iron. 335 providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm (3/4x3/8x1/12) and braced with flat form diagonals 20x5mm (3/4x3/16) size with top and bottom rails or T-iron 40x40x6mm (1½x1½x1¼) with 38 mm dia steel pullys with bolts, nuts locking arrangement, stoppers handles complete including applying a priming coat of approved lead paint. 336 Providing and fixing 1mm thick M.S. sheet sliding shutters with frame and diagonal braces of 40x40x6mm (1½x1½x¼) angle iron 3.15mm (1/8) gusset plates at the junctions and corners, hooks at top 25mm (1) dia pulleys at bottom, 40x40x6mm (1½x1½x¼) angles and T iron guides at top and bottom respectively including locking arrangement with handles etc. Complete and applying one priming coat of approved lead paint (No material shall be issued by deptt.) 337 Supplying and fixing rollingSHUTTERS of approved make made 80x125mm (3x5) cold rolled M.S. lath inter locked throughout their entire length and joined together at the end by end locks and mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete but excluding the cost of top cover and springs. 338 Providing and fixing 27.5cm long wire spring grade 2 for rolling shutters. 339 providing and fixing top cover for rolling shutters 2.50 meter wide. 340 Providing and fixing ball bearing for rolling shutters. 341 (a) Shutters above 11.2 m² (120sqft) but upto 16.8m² (180 sqft) area 342 (b) Shutters above 16.8m² (180 sqft) area 343 (i) Door chaukhat 344 (ii) window chaukhat 345 (iii) Ventilator chaukhat 346 (iv) Stair case Nosing 347 Fixing of Main Gate / Steel Sutter /Garrage Gate etc. 348 Providing and fixing pressed steel door frames confirming to IS: 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate 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 349 Providing and fixing pressed steel door frames confirming to IS: 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate 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 C 350 Providing and fixing pressed steel door frames confirming to IS: 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate 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 E 351 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing and staircase railing including applying a priming coat of approved steel primer on M.S. tube 12 SWG 352 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 and same with necessary stainless steel nuts and bolts complete, including fixing the rialing 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, botls, fastners etc.) 353 M.S. or iron work of small sizes and section such as holding down bolts, hold fast, tie rods grating etc. wrought to required from including supply of steel bolts, nuts wastage etc. and their fixing required for proper completion of the work. 354 Same as in item 502 above but in M.S. Grills / Stair case railing / gates / trusher / racks etc. 355 Same as in items 502 above but steel Z Section window excluding Glass panes. (i) Fixed panels 356 Same as in items 502 above but steel Z Section window excluding Glass panes. (ii) Openable panels 357 Same as in item 502 above but in heavy sizes such as trusses, built up gates, record racks, roof work, Gates etc. including rivetting or welding where necessary. 358 Boring holes in mild steel or iron not exceeding 10mm (3/8) diameter and thickness of plate not exceeding 6mm (1/4) 359 As in item (509) above but holes exceeding 10mm (3/8) diameter but not exceeding 20mm and thickness exceeding 6mm but not exceeding 13mm (1/2) 360 Providing and fixing 100mm (4) diameter C.I. Down pipe BC or equivalent make complete with bends with eye hole, plain bend shoes and gratings etc., fixed to walls with suitable clamps as directed by the Engineer-in-charge (C.I. pipe of 1.80 Meter length shall be of 20-21 Kg.) 361 Mild steel or iron work in purlins and rafters including drilling holes and fixing in position and including supply of all steel and bolts and nuts, wastage, labour and tools and plant etc. required for proper completion of work (No material shall be issued by deptt.) 362 Providing barbed iron wire fencing including fixing it to post after stretching it including labour and T&P etc. required for proper completion of the work but excluding cost of posts & barbed wire. (labour rate only) 363 Providing and fixing 1mm thich M.S. Sheet door with frame of 40x40x6mm (1½x1½x¼) angle iron 3.15 mm (1/8) thick M.S. gus set plate at the junction and corners including supply and fixing of necessary fittings. Lock rail of 15 length of oxidised iron and including pintels hooks at the top and applying priming coat of red lead paint on all sides complete. 364 As per item no 517a but with steel strip inplace of angle iron. 365 providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm (3/4x3/8x1/12) and braced with flat form diagonals 20x5mm (3/4x3/16) size with top and bottom rails or T-iron 40x40x6mm (1½x1½x1¼) with 38 mm dia steel pullys with bolts, nuts locking arrangement, stoppers handles complete including applying a priming coat of approved lead paint. 366 Providing and fixing 1mm thick M.S. sheet sliding shutters with frame and diagonal braces of 40x40x6mm (1½x1½x¼) angle iron 3.15mm (1/8) gusset plates at the junctions and corners, hooks at top 25mm (1) dia pulleys at bottom, 40x40x6mm (1½x1½x¼) angles and T iron guides at top and bottom respectively including locking arrangement with handles etc. Complete and applying one priming coat of approved lead paint (No material shall be issued by deptt.) 367 Supplying and fixing rollingSHUTTERS of approved make made 80x125mm (3x5) cold rolled M.S. lath inter locked throughout their entire length and joined together at the end by end locks and mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete but excluding the cost of top cover and springs. 368 Providing and fixing 27.5cm long wire spring grade 2 for rolling shutters. 369 providing and fixing top cover for rolling shutters 2.50 meter wide. 370 Providing and fixing ball bearing for rolling shutters. 371 (a) Shutters above 11.2 m² (120sqft) but upto 16.8m² (180 sqft) area 372 (b) Shutters above 16.8m² (180 sqft) area 373 (i) Door chaukhat 374 (ii) window chaukhat 375 (iii) Ventilator chaukhat 376 (iv) Stair case Nosing 377 Fixing of Main Gate / Steel Sutter /Garrage Gate etc. 378 Providing and fixing pressed steel door frames confirming to IS: 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate 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 379 Providing and fixing pressed steel door frames confirming to IS: 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate 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 C 380 Providing and fixing pressed steel door frames confirming to IS: 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate 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 E 381 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing and staircase railing including applying a priming coat of approved steel primer on M.S. tube 12 SWG 382 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 and same with necessary stainless steel nuts and bolts complete, including fixing the rialing 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, botls, fastners etc.) 383 Struck pointing with cement mortar consisting of 1 part cement and 2 parts of fine sand of 1.25 Fineness modulus. 384 Same as in item 574 above but Flush pointing Deduct from item 574. 385 Same as in item 574 above but in floors deduction from item 574 & 575. 386 Struck cement pointing with 1:2 cement and fine sand of 1.25 F.M. mortar with colouring including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. 387 12 mmthick plaster with cement and fine sand of 1.25 fineness modules in 1:3 over brick work minimum thickness not to be less than 1cm. including supply of all materials, labour, tools & plants etc. required for proper completion of the work. 388 As in item (582) above but with cement and approved coarse sand mortar in 1:3. 389 As in item (582) above but with cement and fine sand of 1.25 fineness modules mortar in 1:4. 390 As per Item No. 584 but with 1:4 cement and Corse sand 391 As in item (582) above but with cement and fine sand of 1.25 fineness modules mortar in 1:6. 392 Add for extra labour to all item of plaster if done ceiling. 393 Add for extra labour and materials for plaster over rough face of one brick wall. 394 2 cm. thick cement plaster in dado or skirting in 1:2 consisting of one part of cement & two parts of approved coarse sand laid in panels finished with 3 mm floating coat of neat cement or cement mixed with marble dust in ratio 5:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. 395 Same as above item but 1.20cm. thick instead of 2 cm thick. 396 Engraving lines in plaster of outer face wall vertically and horizontally to display the surface as stone facing as directed by the Engineer-incharge including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. (add for extra labour to all items of plaster), 397 Marking drip coarse in sun shades or facie with 1:3 cement and fine sand mortar as per direction of Engineer-in-charge including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. 398 20 mm thick rough cast exterior cement plaster on walls consisting 10 mm thick backing cast of 1:3 cement mortar (1 cement :3 coarse sand) and 10 mm thick finishing coat of 1:3 cement mortar (1cement :3 coarse aggregate of size 6mm to 12 mm ) including arises, chamfers and/or rounded angles not exceeding 80 mm. 399 2.5 cm (1) thick 1:2:4 plain cement concrete floor with cement, approved coarse sand and 2 cm. (1) graded approved stone grit, laid in panels finished with 3 mm. (1/8) floating coat of neat cement of cement and marble dust in ratio 5:1 as specified over and including 8 cm (3) thick base concrete consisting of cement, fine sand of 1.25 fineness modulus and brick ballast 4 cm. (1½) gauge in the proportion of 1:4:8 and removing any overlapping mortar at the joints of the penals if any and giving them a uniform finish, including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. 400 (A) As in item no. 601 above but without base concrete. 401 (B) As in item no. 601 above but base concrete consisting of brick ballast and fine sand & cement in prop. 12:6:1 402 As in item (601) above but floor shall be 4 cm (1½) thick instead of 2.5 (1) thick and without base concrete. 403 Add in item (601) to (603) and (605) when floors are polished including supply of extra cement, chapra batti, Carborandum stone, all other materials, labour, Tools & plants etc. required for proper completion of the work. Marble dust shall be added in the floting coat in ratio of 5:1 (cement and marble dust) if necessary but no extra amount will be paid for it. This includes final finish with french mansion polish or any other approved polish. 404 M-150 Brick on edge floor laid dry joints sand filled including preparation of base to proper slope and its ramming including supply of all materials labour and Tools and Plants etc. required for proper completion of the work. 405 As in item (615) above but bricks laid flat. 406 Granolithic marble flooring 2.5 cm. (1) thick consisting of 2 cm. (3/4) thick layer of 1 part cement, 2 parts of approved coarse sand and 4 parts of 2 cm. (3/4) graded approved stone chips including 5 mm (¼) thick surface coat with ordinary cement, black and white or grey or mixed marble chips passing 3 mm. (1/8) but retained on 1.5 mm. (1/16) mesh screen in proportion of 1:2 as specified or directed by the Engineer-incharge and polished by hand or machine and finally finished with French Mansion Polish or any other approved polish and including 8 cm (3) 1:6:12, concrete base, including supply of all materials, labour, Tools and Plants etc. required for proper completion of the work 407 As in item (620) above but when white cement is used in top 5 mm (¼) layer. 408 As in item no. (620) above but when coloured floors are to be made. 409 Granolithic marble dado 2 cm. (¼) thick consisting of 15 mm. (9/16) thick layer of one part cement, 2 parts of approved coarse sand including 5 mm. (3/16) thick surface coat with ordinary cement black or white or grey or mixed marble chips passing 3 mm. (1/8) but retained on 15 mm. (9/16) mesh screen in proportion of 1:2 as specified or directed by the Engineer-in- charge and polished by hand or by machine and finally finished with French Mansion Polish or any other approved polish including supply of all materials, labour, Tools and Plants etc. required for proper completion of the work. 410 Same as item no. 625 above but 12 mm. thick dado. 411 As in item (625) above but when white cement is used in top 5 mm. (3/16) thick layer instead of ordinary cement. 412 As in item (625) above but when coloured dados are to be made. 413 Supply and fixing 6 mm. (¼) China white glazed tiles in flooring or in skirting or dado laid with 1:3 Cement and approved coarse sand mortar finished with white cement slurry, jointing and polishing complete, including supply of all materials, labour and Tools and Plants 414 Providing and fixing glass strips of 4.00 mm (1/8) thickness in joints of floor and skirting at the time of laying labour, tools and plants etc. complete (a) of 2.2 cm. depth 415 Providing and fixing glass strips of 4.00 mm (1/8) thickness in joints of floor and skirting at the time of laying labour, tools and plants etc. complete (b) of 3.5 cm. depth 416 Providing and fixing glass strips of 4.00 mm (1/8) thickness in joints of floor and skirting at the time of laying labour, tools and plants etc. complete (c) of 2.2 cm. depth and of 5 mm thickness 417 Providing and fixing glass strips of 4.00 mm (1/8) thickness in joints of floor and skirting at the time of laying labour, tools and plants etc. complete(d) of 3.5 cm. depth and of 5 mm thickness 418 Extra for making chequers of approved patterns on cement concrete, floor, steps landing etc. 419 Supply and fixing of Kota stone in floor ing 20 mm thick and joint filled with 1:2 cement and coarse sand with approved colouring materials to be given an even shade with 12 mm base coat (bedding) of 1:2 cement & coarse sand morter and polished by hand or machine and finally finished with french manson polish or other approved polish including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. 420 As in item no. New item (1) above but 25 mm thick. 421 Supply and fixing 10 to 12 mm thick Kota stone tiles in skirting or dado laid with 1:2 cement and approved coarse sand morter finished with in its cement colour slurry, jointing and polished of approved quality complete, including supply of all materials, labour, tools and plants etc. required for proper completion of the work. 422 Supply and fixing 6 to 8 mm thick ivory or light shades vitrefied tiles 600x600 mm size in flooring and skirting with 1:3 approved cement and coarse sand morter finished with in its cement colour slurry, jointing and polished of approved quality complete, including supply of all materials, labour, tools andplants etc. required for proper completion of the work. as per direction of Engineer - in- charge 423 Painting or varnishing work in small areas or new wood work with one coat (upto one square metre of ready mixed priming paint and one coat of approved superior quality ready mixed paint or varnish including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. Paint to be used ISI marked. 424 As in item (641) above but for every coat after first coat. 425 As in item (642) above but for every coat on previously painted old wood or Iron work including its sand papering, rubbing and cleaning as required for proper completion of work. 426 Painting roofs or other iron work in large areas with one coat priming and one coat of approved (above one Sq. Metre) paint (British antesol or equivalent) including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. Paint to be used ISI marked 427 As in item (644) above but for every coat after the first coat. 428 As in item (645) above but for every coat over previously painted surface 429 Painting or varnishing with valsper or other approved high grade enamel or super par synthetic clean varnish complete one coat over previously painted surface including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. Paint to be used ISI marked 430 As in item (647) above but for every subsequent coat on previously treated surface . 431 Distempering (first coat) with oil bound distemper of approved brand and manufacture and of required shade on undecorated wall surface to give an even shade over and including a priming coat with cement primer of approved brand and manufacture such as Berger, J&N, Shalimar, Asian Paint after thoroughly brushing the surface free from mortar dropping and other foreign matters and also including the surface even with plaster of Paris or approved synthetic materials and sand papered smooth including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. 432 As in item (649) above but for every coat after the first coat. 433 As in item (649) above but for every coat after the previous coat or subsequent coat. 434 One coat hot coaltar on new surface including supply of all materials, labour, Tools & plant etc. required for proper completion of the work. 435 As in item (652) above but for every coat after the first coat or on previously treated surface. 436 One coat surface or other approved preservative on new wood work, including supply of all materials, labour, Tools & plant etc. required for proper completion of the work. 437 As in item (654) above but for every coat or on previously treated surface. 438 Oiling wood work with double boiled linseed oil including supply of all materials labour, Tools & plant etc. required for proper completion of the work. 439 Removing paint or varnishing with paint remover or with caustic Soda, including supply of all materials, labour, Tools & plant etc. required for proper completion of the work. 440 Polishing with French Polish or wax polish (in proportion 2 bees wax : 1.5 linseed oil : 1 turpentine oil : 0.5 varnish by weight) on new wood and wood based surface to give an even surface including cleaning the surface of all dirt, dust and sand prepared smooth and a coat of wood filter including supply of all materials, labour, Tools & plant etc. required for proper completion of the work. 441 As in item No. (658) above but on previously polished wood or wood based surface. 442 Finishing wall with water proof cement paint of approved make and quality on new work with two coat to give an even shade including supply of all materials, labour, Tools & plant etc. required for proper completion of the work. 443 Same in item no. (660) but for each coat of water proof cement paint after the first two coat to give an even shade 444 Finishing wall with one coat of water proof cement paint of approved quality on previously old treated surface with this paint to give an even shade including supply of all materials, labour, Tools & plant etc. required for proper completion of the work. 445 Same aas item 660 but for weather coat. 446 Sameaasitembut over previouslypainted surface weather coat. 447 Providing cement primer on old/new surfaces 448 Providing wall putty on New surface with approvel quality material of Berger/J.K./Birla or similar make 2 coats 449 Providing wall putty on old surface with approvel quality material of Berger/J.K./Birla or similar make 2 coats 450 White washing one coat including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. 451 As in item 671 above but Two coats. 452 As in item 671 above but Three coats. 453 Colour washing one coat using approved. Colouring material buff, blue, gray or brown shade including supply of all materials, labour, Tools & plant etc. required for proper completion of the work. 454 As in item 674 above but two coats. 455 As in item (674) but using approved colouring material of pink, green or yellow shade. 456 As in item 676 above but two coats. 457 As in item (674) above but colour washing with copper or iron sulphate one coat. 458 As in item 678 above but Two coat. 459 Cement washing including supply of all materials, labour, Tools & plant etc. required for proper completion of the work. 460 One priming coat and one coat of dry distemper on new work including supply of all materials, labour, Tools & plant etc. reqired for proper completion of work. 461 As in item (681) but for each coat of distemper after the first coat 462 Dismantling sundries brick work including stacking of dismantled materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet). 463 Dimantling brick work or stone work in lime or cement mortar and including stacking of materials as directed be the Engineer-in-charge within a distance of 60 meter (200 feet). 464 As in item (692) above but in mud mortar. 465 Dismantling reinforced cement concrete or reinforced brick work including stacking of materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet). 466 Dismantling Jack arched or wooden beam and barga roofs including beam, roof concrete and including stacking of dismantled materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet). 467 As in item (695) above but only roof concrete. 468 Dismantlingcementconcreteorbrickor granolithic floors including base concrete and including stacking of dismantled materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet). 469 As in item (697) above but floor to be stone flagged or tiled floor. 470 Dismantling corrugated Iron roofs walls or partitions,includingpurlins,battensand vertical supports and including stacking of materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet). 471 Dismantling of girders, trusses and other steel work including stacking of materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet). 472 Dismantling doors or windows including chaukhats with hold fast and including stacking of materials as directed by the Engineer-in- charge within a distance of 60 metre (200 feet). 473 Dismantling doors or windows leaves including stacking of materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet). 474 Dismantling doors or windows including chaukhats but excluding hold fast and including stacking of materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet). 475 Dismantling existing plaster including disposal of refuse as directed by the Engineer-in-charge within a distance of 60 metre (200 feet). 476 Raking out joint of brick work in cement or lime morter to a depth 1 cm. (3/8) including disposal of refuse as directed by the Engineer-in- charge within a distance of 60 metre (200 feet). 477 Scraping old white or colour wash including disposal of refuse as directed by the Engineer-in- charge within a distance of 60 metre (200 feet). 478 Supply and fixing of 10cm. (4) internal dia A.C. down pipes Everest or charminar make complete with bends with door at top and plain at bottom and grantings and including supply of necessary M.S. clamp 2.5cm x 3mm. (1 x1/8) fixed to walls with cement motar (1:2) and including supply of 15 cm (6) long 6mm. (1/4) dia nail all materials, labour and T& P. etc. required for proper completion of the work and also including repair of plaster pointing etc. if damaged during fixing of the pipes. 479 As per item No. 730 above but for 10.0 cm. PVC down pipe.(kissan/suprime make) 480 As per item No. 730 above but for 7.5 cm. PVC down pipe. .(kissan/suprime make) 481 As per item No. 730 above but for 5.00 cm. PVC down pipe..(kissan/suprime make) 482 Providing and injecting chemical for preconstruction anttermite treatment and creating and chemical barrier under and around the column pits wall trenches basement excavation top surface in plinth filling junction of wall and floor, along the external per meter of binding expansion joints surrounding or pipes and conduit etc. complete (plinth area of the building at ground floor only shall be measured as per I.S. 6313 (part II 1981) Aldrine emulsifiable concentrate or any other approved material such as heptachlor of chlordane will be used. The rate of application of chemical emulsion shall be as follows :- 1.Treatment for massonary and foundation 5 liters per sqm. 2.Back fill in immediate contact with foundation 7.5 liters per sqm. 3.Treatment of surface of plinth filling 5 liters per sqm. 4.Treatment of soil along external perameter of Building 7.5 liters per sqm 5. Treatment of soil under external parameter 5 liters per sqm. 483 Providing & injecting chemical for post Constructional anti termite treatment with drilling holes at junction of floor with walls & pillars, the application of chemicals shall be as per relevant I.S. code and the rate of application of chemical shall also be as provided in the I.S. code, including quarterly inspection and providing required treatment for one year. As direction by the Engineer-in-charge. 484 Consolidation of Kankar by hand rammer including opening out stacks sorting kankar into three sizes, repairing patches in existing road suface with kanker making medhi to retain water and ramming and also including carriage of metal upto 30 meters (100 ft.) carriage of water 200 metre supply and maintenance of barriers and all tools and plants required for proper completion of work, kankar to be supplied to the contractor free at site. 485 (A) As in item No. 752 above but 12 cm. (loose) thick coat of stone ballast. 486 (B) As in item No. 755 (a) above but excluding roller charges. 487 (D) As in item No. 755 (a) above but upto 10 cm. (loose) thick coat. 488 (E) As item No. 755 (b) above but upto 10cm. (loose) thick coat. but excluding roller charges. 489 Water allowance to be allowed on item No. 751 to 756 including carriage & cost of water where water is not available at site. 490 Dag belling 15cm (6) deep in one line aligned with flags and jhandies as directed by Engineer- in-charge. 491 Painting white/coloured traffic lines 8-15 cm. wide in three coats with approved road making paint (spirit base) as directed by the Engineer- incharge, including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. 492 Painting on divider 1 priming and two coats of enamel paint including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. 493 As per item above but every coat after Ist coat and on old surface 494 Brick soling with strainght over burnt bricks laid flat and dry with brick edging on both sides including preparation of subgrade to prescribed camber and including supply of bricks, filling joints with local earth of P.I. 5 to 7, spreading blinding coat 1 cm (3/8) depth of local earth over the entire surface and including supply of all materials, labour Tools & Plants etc. required for proper completion of the work. 495 As in item No. 762(a) above but with bricks laid on edge. 496 M-150 Brick on edge pavement on parties with bricks, laid dry joints filled with local sand including preparation of base to proper slope, and its ramming, spreading layer of 1 cm. (3/8) depth of local sand over the subgrade and including supply of all materials, labour Tools &plants etc. required for proper completion of the work. 497 Renewing patries 1.5 metere wide including dressing surface filling upto 8cm (3) depth and making namunas, at every 15 metre apart on either side of the road true to patri template with side slopes of 1:2 etc. trenches for taking the earth to be so dug that they form a continuous side drain at road boundary. 498 Brick lining on both side of the road of M-150 bricks 7 cm. wide. 11 cm. deep, laid with mud mortar including labour & supply of bricks finished to the required template and in proper alignment and also including dressing and ramming the excavated earth as directed by the Engineer-in-charge. 499 Cleaning the existing painted /primed surface and laying premix 2cm. (3/4) thick over a tack coat with graded approved grit and bitumin (labour only) including heating the paint and grit to the required temperature and mixing either in mixer/ hand drum or by manual including cartage of materials, maintenance of side parties and watering them during operation for proper completion of the work as directed by the Engineer-in-charge . including labour charges for tack coat. 500 As in item No. 781 above excluding T&P and sundries etc. for departmental works. 501 As in item No. 781 above but in Patches. 502 As in item No. 781(a) but in Patches. 503 Cleaning the premix surface and laying seal coat with approved 6mm (1/4) graded grit and bitumin (labour only) including heating the paint to the required temperature and mixing either in mixer, hand drum including cartage of materials, maintenance of side parties and watering them during operation for proper completion of the work as directed by the Engineer-in-charge including all T&P and sundries to be arranged by the contractor but exculding roller charges and fuel wood. 504 As in item No. 783 above but in Patches. 505 Providing and applying primer coat over prepared surface of granular base with slow setting bitumen emulsion with spray set including cleaning of W.B.M. surface spreaying primer @ 0.6 kg/sqm (excluding emulsion) all labour T & P etc. as per MORT&H Specification. (labour rate only) in patches 506 Brick soling with straight over brunt bricks laid flat and dry (labour only) including preparation of subgrade to prescribed camber, filling joints with local earth spreading a blinding coat 1 cm (3/8) depth of local earth over the entire surface and including labour T&P etc.required for proper completion of the work.. 507 As in item No. 785 above but with bricks laid on edge. 508 Laying of Hume pipe in position (labour only) including labour and T&P etc. required for proper completion of the work NP-3 TYPE(i) 350 mm dia 509 Laying of Hume pipe in position (labour only) including labour and T&P etc. required for proper completion of the work NP-3 TYPE (ii) 600 mm dia 510 Laying of Hume pipe in position (labour only) including labour and T&P etc. required for proper completion of the work NP-3 TYPE(iii) 800 mm dia 511 Laying of Hume pipe in position (labour only) including labour and T&P etc. required for proper completion of the work NP-3 TYPE(iv) 900 mm dia 512 Laying of Hume pipe in position (labour only) including labour and T&P etc. required for proper completion of the work NP-3 TYPE(v) 1000 mm dia 513 Fixing of joints in hume pipe with juit and cement etc.including cost of all matrial labour and T&P etc. required for proper completion of the work, (i) 350 to 600 mm dia 514 Fixing of joints in hume pipe with juit and cement etc.including cost of all matrial labour and T&P etc. required for proper completion of the work(ii) 800 to 1000 mm dia 515 (a) Laying and Consolidation of stone ballast in soling. by hand rammer for Patches.(Labour rate only) including filling of pot holes including cartage of water within 200M distance and blinding etc. Complete. 516 (b) Laying and Consolidation of Brick ballast/ bats in soling. by hand rammer for Patches.(Labour rate only) including filling of pot holes including cartage of water within 200M distance and blinding etc. Complete. 517 Barricating with approved wooden ballies vertical 10cm. Dia and 2m long fixed in ground 45 cm Deep and 2m apart including 2 rows of horizontal ballies not less than 8cm Dia 45 cm apart centre to centre tied by narial rope including cartage of all material and also including hire charges of ballies complete as direction of Engineer In charge. For two days 518 As item above but for more than 02 days. 519 As per item above but with three rows of horizontal ballies. 520 Dismantling of old brick laid on edge kharanja including stacking of old bricks . 521 As per item above but bricks laid flat / C.C. Interlocking tiles 522 Providing & laying of hot applied thermoplastic compound 2.5 m.m. thick including reflectorising glass beads @ 250 gms./Sq.mt. area. Thickness of 2.5 mm. inclusive of surface applied glass beads as per I.R.C. 2.35. The finished surface must be level, uniform and free from steaks and holes.Supplying & laying of Empty cement bags 523 Supply of 60mm thick ISI marked confirming to IS: 15658-2006 I shaped mechanically compressed interloking cement concerete paver blocks, smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro- compression mechanism. high pressure and control vibration machine having plan dimension 200 x (160+120mm) with minimum 5mm thick topping of O.P. cement mixed with 25% marble powder. The Compressive strength of concerete paver block shall not be less than 35 MPa and 4.00 kg per nos including cost of all material labour T & P .(i. ) Grey (ii ) Color 524 Supply of 60mm thick ISI marked confirming to IS: 15658-2006 I shaped mechanically compressed interloking cement concerete paver blocks, smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro- compression mechanism. high pressure and control vibration machine having plan dimension 200 x (160+120mm) with minimum 5mm thick topping of O.P. cement mixed with 25% marble powder. The Compressive strength of concerete paver block shall not be less than 35 MPa and 4.00 kg per nos including cost of all material labour T & P .(i. ) Grey (ii ) Color 525 Supply of 80mm thick ISI marked confirming to IS: 15658-2006 I shaped mechanically compressed interloking cement concerete paver blocks, smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro- compression mechanism. high pressure and control vibration machine having plan dimension 200 x (160+120mm) with minimum 5mm thick topping of O.P. cement mixed with 25% marble powder. The Compressive strength of concerete paver block shall not be less than 40 MPa and weight 4.50 kg per No. confirming to IS: 15658- 2006 including cost of material, labour, T & P (i. ) Grey (ii ) Color 526 Supply of 80mm thick ISI marked confirming to IS: 15658-2006 I shaped mechanically compressed interloking cement concerete paver blocks, smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro- compression mechanism. high pressure and control vibration machine having plan dimension 200 x (160+120mm) with minimum 5mm thick topping of O.P. cement mixed with 25% marble powder. The Compressive strength of concerete paver block shall not be less than 40 MPa and weight 4.50 kg per No. confirming to IS: 15658- 2006 including cost of material, labour, T & P (i. ) Grey (ii ) Color 527 Supply of 100mm thick ISI marked confirming to IS: 15658-2006 I shaped mechanically compressed interloking cement concerete paver blocks, smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro- compression mechanism. high pressure and control vibration machine having plan dimension 200 x (160+120mm) with minimum 5mm thick topping of O.P. cement mixed with 25% marble powder. The Compressive strength of concerete paver block shall not be less than 50 MPa and weight 5kg per No. confirming to IS: 15658- 2006 including cost of material, labour, T & P .(i. ) Grey (ii ) Color 528 Supply of 100mm thick ISI marked confirming to IS: 15658-2006 I shaped mechanically compressed interloking cement concerete paver blocks, smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro- compression mechanism. high pressure and control vibration machine having plan dimension 200 x (160+120mm) with minimum 5mm thick topping of O.P. cement mixed with 25% marble powder. The Compressive strength of concerete paver block shall not be less than 50 MPa and weight 5kg per No. confirming to IS: 15658- 2006 including cost of material, labour, T & P .(i. ) Grey (ii ) Color 529 Providing and laying of interlocking concrete Block pavement having thickness 60 mm as per drawings and technical specification Clause 1504. (Exclusive G.S.B.) 530 Providing and laying of interlocking concrete Block pavement having thickness 80 mm as per drawings and technical specification Clause 1504. (Exclusive G.S.B.) 531 Providing and laying of interlocking concrete Block pavement having thickness 100 mm as per drawings and technical specification Clause 1504. (Exclusive G.S.B.) 532 Providing & supply gunny bags including cost of sand and stitching of bags and laying in position. 533 Laying of interlocking tiles (labour only) 534 Disposal or malba 535 primaxing carpet 20 mm 536 seal coat 537 earth work in filling 538 45-90 mm gauge stone ballast 539 53-22.4 mm gauge stone ballast 540 stone screening meterial 541 mild steel for rcc work 542 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. a) 15 mm dia. nominal outer dia Pipes 543 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 Chargeb) 20 mm dia. nominal outer dia Pipes 544 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 Chargec) 25 mm dia. nominal outer dia Pipes 545 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 Charged) 32 mm dia. nominal outer dia Pipes 546 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 Chargee) 40 mm dia. nominal outer dia Pipes 547 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 wall etc. a) 15 mm dia. nominal outer dia Pipes 548 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 wall etc. b) 20 mm dia. nominal outer dia Pipes 549 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 wall etc. c) 25 mm dia. nominal outer dia Pipes 550 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 wall etc. d) 32 mm dia. nominal outer dia Pipes 551 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.. a) 15 mm dia. nominal outer dia Pipes 552 b) 20 mm dia. nominal outer dia Pipes 553 c) 25 mm dia. nominal outer dia Pipes 554 d) 32 mm dia. nominal outer dia Pipes 555 e) 40 mm dia. nominal outer dia Pipes 556 f) 50 mm dia. nominal outer dia Pipes 557 g) 62.50 mm dia. nominal outer dia Pipes 558 h) 75 mm dia. nominal outer dia Pipes 559 i) 100 mm dia. nominal outer dia Pipes 560 j) 150 mm dia. nominal outer dia Pipes 561 Providing and fixing brass stop cock ISI marked approved quality as per direction of Engineer-in- charge. a) 15 mm nominal bore 562 b) 20 mm nominal bore 563 Providing and fixing brass stop bib cock ISI marked approved quality as per direction of Engineer-in-charge. a) 15 mm nominal bore 564 b) 20 mm nominal bore 565 Providing and fixing ball valve (brass)ISI marked approved quality complete , High & low pressure with plastic floats complite as per direction of Engineer-in-charge.High or low pressure with plastic floats: a) 15 mm nominal bore 566 b) 20 mm nominal bore 567 c) 25 mm nominal bore 568 Providing and fixing C.P. brass bib cock of approved quality confirming to IS:8931 a) 15 mm nominal bore 569 Providing and fixing C.P. brass long nose bib cock of approved quality confirming to ISI standards and weighing not less than 810 gms. a) 15mm nominal bore. 570 Providing and fixing C.P. brass stop cock (concealed) of approved quality confirming to ISI standards IS 8931 a) 15mm nominal bore. 571 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality confirming to IS:8931 a) 15 mm nominal bore 572 Providing and placing on terrace (at all floor levels) polyethylene water storage tank lSI: 12701 marked(Sintex or equivalent) 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 complete as per direction of Engineer-in- charge. 573 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, 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 glazed earthen ware(Indian Type)/Neycer W.C. Pan 580 mm Dia. 574 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 30x260x350 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 : One urinal basin with 5 litre white P.V.C. automatic flushing cistern 575 Range of four urinal basins with 10 litre white P.V.C. automatic flushing cistern 576 Single half stall urinal with 5 litre PVC. automatic flushing cistern 577 Range of two half stall urinals with 5 litre PVC. automatic flushing cistern 578 Range of three half stall urinals with 10 litre PVC. automatic flushing cistern 579 Range of four half stall urinals with 10 litre PVC. automatic flushing cistern 580 Single squatting plate with 5 litre P.V.C. automatic flushing cistern 581 Range of two squatting plates with 5 litre P.V.C. automatic flushing cistern 582 Range of three squatting plates with 10 litre P.V.C. automatic flushing cistern 583 White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C. P. brass pillar taps 584 White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap 585 White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps 586 White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm C.P. brass pillar tap 587 White Vitreous China Angle back wash basin of size 600x480 mm with single 15 mm C.P. brass pillar tap 588 White Vitreous China Angle back wash basin of size 400x400 mm with single 15 mm C.P. brass pillar tap 589 White Vitreous China Flat back wash basin size 450x300 mm with single 15 mm C.P. brass pillar tap 590 Providing and Fixing while vitreous china pedestal for wash basin completely at the back for the reception of pipes and fittings. 591 ProvidingandfixingStainlessSteelAISI 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 592 510x1040 mm bowl depth 250 mm 593 510x1040 mm bowl depth 225 mm 594 510x1040 mm bowl depth 200 mm 595 470x420 mm bowl depth 178 mm 596 Long pattern W.C. pan size of 580 mm 597 Orissa pattern W.C. pan size 580x440 mm 598 Providing and fixing water vitreous china pedestal type (Eurepean type/wash down type) 599 Providing and fixing 8 mm dia C.P./ S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer–in- charge 600 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 601 Providing and fixing controlled flush, low level cistern made of vitreous china with all fittings complete. 10 litre (full flush) capacity-white 602 Providing and fixing P.V.C. waste pipe for sink or wash basin including PVCwaste fittings complete. Semi rigid pipe 32 mm dia / 40 mm dia 603 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. 604 Providing and fixing soil, waiste and vent pipes: 100 mm dia Sand cast iron S&S as per IS - 3989 605 Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 606 Hubless centrifugally cast (wpun) iron pipes epoxy coated inside & outside IS 15905 75 mm dia meter 607 Sand cast iron S&S as per IS - 1729 608 Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 609 Hubless centrifugally cast (wpun) iron pipes epoxy coated inside & outside IS 15905 610 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 611 75 mm dia 612 50 mm dia 613 White vitreous china dual purpose W.C. pan with white solid plastic seat and lid with white vitreous china flushing cistern and C.P. flush bend ISI Mark Kajaria eqvilent Indian made Brand. 614 Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting of flushing capacity 3 litre/6 litre (adjustable to 4 litre/ 8 litre), including seat cover and cistern fittings, nuts, bolts and gasket etc complete. ISI Mark Kajaria eqvilent Indian made Brand. 615 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 300x300 mm size (inside) the weight of cover to be not less than 4.50kg and frame to be not less than 2.70 kg as per standard design. 100x100 mm size P type 616 with common burnt clay (non modular) bricks of class-150 150x100 mm size p type 617 with common burnt clay (non modular) bricks of class-150 618 500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg 619 560 mm diameter C.I. cover (heavy duty) the weight of the cover to be not less than 108 kg 620 Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality Square shape 450 mm internal dimensions 621 Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality Circular shape 450 mm internal diameter 622 Square shape 450 mm internal dimension 623 Circular shape 500 mm internal diameter 624 Supplying and fixing C.I. cover 300x300 mm without frame for gully trap (standard pattern) the weight of cover to be not less than 4.5 kg 625 Providing and fixing toilet paper holder standrad size ISI marked C.P. brass as per direction Engineer-in-charge 626 Painting letters upto 2.5 cm. size including supply of all materials, labour & tools and plants etc. required for proper completion of the work. 627 As in item 817 above but size above 2.5 cm. but upto 8 cm. 628 As in item no. 817 above 8 cm. but upto 15 cm. 629 Repairing letters upto 2.50 cm. size including supply of all meterials labour and tool and plants etc. required for proper comletion of the work 630 As in item NO. 820 above but size above 2.5 cm. but upto 8 cm. 631 As in item NO. 820 above but size above 8 cm. but upto 15 cm. 632 Painting Border line upto 2.5 cm. wide 633 Painting Border line upto 2.5 cm. to 5 cm. wide 634 Re-Painting Border line upto 2.5 cm. wide 635 Re-Painting Border line upto 2.5 cm. to 5 cm. wide 636 Repainting and relettering number plates on ends of parapets of culverts and bridges and boader line in letters height from 2.5 cm. to 8 cm. with approved enamael paint of superior quality including supply of all materials, labour and T & P etx. required for proper completion of the work. 637 Repainting and relettering of K.M. stones as per IRC design (except 5th km. Stone) with approved enemal paint of superior quality including supply of all materials, labour and T & P etc. required for proper completion of the work. 638 As in item 832 above but 5th km. stone 639 As in item 832 above but 200 H.M. stone 640 Varnishing /Painting on chair /side rack with stand and such other items including all matrial labour T&P etc. complite for proper completion of the work. 641 Varnishing /Painting on Double bed including all matrial labour T&P etc. complite for proper completion of the work. 642 Varnishing /Painting on Singal bed/ Sofa/ Dining table including all matrial labour T&P etc. complite for proper completion of the work. 643 Cutting and repairing of walls or windows for fitting of window type A.C. inculding wooden bidding after fixing. 644 White washing and hirmichi washing of culverts and trees upto a distance of 5 M. from the edge of black top in three bends of 1 width at a height of 1 M. from the crown of the road on either side of road. including supply of all materials, labour, T & P etc. required for proper completion of the work. 645 (a) Same as above but with departmental labour 646 Retro-Reflectorised Traffic Signs Direction and place identification signs up to 0.90 sqm Size BoardProviding and erecting direction and place identification retro- reflectiorised sign as per IRC-67 made of high intensity grade sheeting the retro- reflecive sheeting type -IV shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67- 2012 & proof of the same in form of Government report shall be uploaded while quoting tender vide MOR&TH clause 801.3 fixed over aluminium sheeting 2mm thick with area exceeding 0.9 sqm supported on a miled steel single angle iron post 75x75x6 mm firmly fixed to the ground by means of property designed foundation with M-15 grade cement concrete 45x45x60 cm below ground level as per approved drawing complete. as per direction E- In- Charge Note : The Composite warranty jointly signed by original manufacturer & authorized converter of at least 7 years shall be furnished on non judicial stamp of required denomination both for retro reflective sheet and also complete signage. 647 Direction and place identification signsMore then 0.90 sqm Size Board Providing and erecting direction and place identification retro- reflectiorised sign as per IRC-67 made of high intensity grade sheeting the retro- reflecive sheeting type -IV shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67- 2012 & proof of the same in form of Government report shall be uploaded while quoting tender vide MOR&TH clause 801.3 fixed over aluminium sheeting 2mm thick with area exceeding 0.9 sqm supported on a miled steel single angle iron post 75x75x6 mm firmly fixed to the ground by means of property designed foundation with M-15 grade cement concrete 45x45x60 cm below ground level as per approved drawing complete. as per direction E- In- Charge Note : The Composite warranty jointly signed by original manufacturer & authorized converter of at least 7 years shall be furnished on non judicial stamp of required denomination both for retro reflective sheet and also complete signage. 648 Retro Reflective Signs (Type-IV Sheet) for single side Providing and fixing retro-reflective signboards comprising of customised modular PU Epoxy Coated MS angle iron frame work, aluminum composite panel (ACP) as base board. micro prismatic retro-reflective sheet and electro cut colored overlay film/latex printing. The horizontal and vertical members including inclined outer members of the MS frame module shall be made of pair MS angle iron. No panel size shall be more than one sqm and each panel shall be braced diagonally (one way only) with MS angle. The MS frame module shall have length not more than 3 mtr. The aluminum composite panel (ACP) shall have a thickness of 4mm with 0.5 mm thick skin of aluminum on both sides. The ACP shall be fixed on the MS frame with pop riveting or with self taping SS screws 5mm dia spaced not more than 300mm centre to centre ensuring that no riveting is seen on either face of the frame. On the front visible face of the ACP, micro prismatic retro-reflective sheet conforming to Type-IV of ASTM. D 4956-09 shall be pressure fixed. The retro-reflective sheeting shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67 2012 & proof of the same in form of government report shall be uploaded with quoting tender. The rate include all materials, labour, equipments, fabrication, transportation, erection, installation and incidentals all complete as per direction of the Engineer-in-Charge. Signage on MS angle frame of (35x35x5)mm 649 Retro Reflective Signs (Type-IV Sheet) for both side Providing and fixing retro-reflective signboards comprising of customised modular PU Epoxy Coated MS angle iron frame work, aluminum composite panel (ACP) as base board. micro prismatic retro-reflective sheet and electro cut colored overlay film/latex printing. The horizontal and vertical members including inclined outer members of the MS frame module shall be made of pair MS angle iron. No panel size shall be more than one sqm and each panel shall be braced diagonally (one way only) with MS angle. The MS frame module shall have length not more than 3 mtr. The aluminum composite panel (ACP) shall have a thickness of 4mm with 0.5 mm thick skin of aluminum on both sides. The ACP shall be fixed on the MS frame with pop riveting or with self taping SS screws 5mm dia spaced not more than 300mm centre to centre ensuring that no riveting is seen on either face of the frame. On the front visible face of the ACP, micro prismatic retro-reflective sheet conforming to Type-IV of ASTM: D 4956-09 shall be pressure fixed. The retro-reflective sheeting shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67: 2012 & proof of the same in form of government report shall be uploaded with quoting tender. The rate include all materials, labour, equipments, fabrication, transportation, erection, installation and incidentals all complete as per direction of the Engineer-in-Charge. Signage on MS angle frame of (35x35x5)mm 650 Retro Reflective Signs (Type-IV Sheet) for both side ACP shall be fixed on the MS frame with pop riveting or with self taping SS screws 5mm dia spaced not more than 300mm centre to centre ensuring that no riveting is seen on either face of the frame. On the front visible face of the ACP, micro prismatic retro-reflective sheet conforming to Type-IV of ASTM: D 4956-09 shall be pressure fixed. The retro-reflective sheeting shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67: 2012 & proof of the same in form of government report shall be uploaded with quoting tender. The rate include all materials, labour, equipments, fabrication, transportation, erection, installation and incidentals all complete as per direction of the Engineer-in-Charge. Signage on MS angle frame of (35x35x5)mm 651 Retro-reflectorised Traffic sign as per IRC 67-2012Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC 67:2012 made of high intensity grade sheeting vide clause 801.3, fried over aluminum sheeting type-IV 1.5 mm thick supported on a mild steel angle iron post 75mm x 75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm below ground level as per approved drawing. The retro-reflective sheeting shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67: 2012 & proof of the same in form of government report shall be uploaded with quoting tender. a) 90 cm equilateral triangle with diffinitation plate size (20 cm x 60 cm) 652 b) 60cm equilateral triangle with diffinitation plate size (20cm x 60cm) 653 c) 60 cm Circular with diffinitation plate (20 cm x 60 cm) 654 d) 80mm x 60mm rectangular with diffinitation plate (20cm x 50cm) 655 e) 60mm x 60mm rectangular with diffinitation plate (20cm x 50cm) 656 f) 60 cm x 60 cm square with diffinitation plate ( 20 cm x 60 cm) 657 g) 90 cm high octagon 658 h) 50 x 60 cm single chevron 659 i) 155 x 60 cm Double chevron 660 j) 30 x 90 cm (Left/Right) Object Hazard 661 k) 45 x 90 cm two way Object Hazard 662 l) 30 x 90 cm +45 x 78 cm Guarded/unguarded Railway crossing 663 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-2015 .The finished surface to be level, uniform and free from streaks and holes. Rates are inclusive of all taxes, royalty, etc. all T&P/machine material and labour required for proper completion of work. 664 Supply, fixing and hoisting of 6.00-7.00 m. spanCantilever Structure in position with one vertical post of 6.00 M. clear height from the top of R.C.C. foundation made of 300 mm. dia pipe welded with 10 mm thick MS plate at bottom supported with 10 mm thick MS plate stiffners & two nos. 8 mm thick MS plates at top welded with structure of 40 mm NB (M) pipe comprising of horizontal, vertical & bracing pipe of 32 mm NB (M) as per structural design requirements & approved drawing with vertical & lateral clearance given in clause 802.2 & 802.3 including one coat of primer and two coats of synthetic enamel paint on the whole structure & installed as per clause 802.7 over a designed support system made up of concrete including excavation, lean concrete 1:4:8 cement, coarse sand and approved 20 mm grit and R.C.C. 1:2:4 with cement, coarse sand and approved 20 mm grit complete for fixing the complete structure in position as per direction of E/I charge. With 7 years warranty. Rates include design, fabrication, supply, transportation and erection of the signage structure inclusive of all taxes, royalty, etc. all T&P/machine material and labour required for proper completion of the work. 665 Supply, fixing and hoisting of 12.00 - 15.00 M span Overhead Structure in position with two vertical posts of 6.00 M. clear height from the top of R.C.C. foundation made of 300 mm. dia pipe welded with 10 mm thick MS plate at bottom supported with 10 mm thick MS plate stiffeners & two nos.10 mm thick MS plates at top welded with structure of 50 mm NB (M) pipe comprising of horizontal, vertical pipe of 40 mm NB (M) and bracing pipe of 32 mm NB (M) as per structural design requirements and approved drawing with vertical and lateral clearance given in clause 802.2 and design, fabrication, supply, transportation and erection of the sign board and also inclusive of all taxes, oyalty, etc all T&P/machine material and labour required for proper completion of the work. 666 Reflective Raised Pavement Marker Providing and fixing of raised 667 Reflective Raised Pavement Marker with shanks Providing and 668 Supplying & fixing of Linear Delineator System (LDS)panels made of Micro prismatic Retro Reflective sheeting Type XI duly laminated on thin aluminium foil to a unique corrugated shape to provide retro reflection across wide range of observations and external angles. Each LDS panel should be of nominal length of 33 inch and each ridge shall be approximately 0.34 inch high. Each LDS panel is to be firmly fixed on existing Concrite / brick work with 16 Nos Fastner/ screw as per IRC 79-2019 -Rates are inclusive of all taxes, royalty,etc. all T&P/machine material and labour required for proper completion of work. 669 Providing & fixing of Bollard made (Single side) out of aluminium sheet 4mm thick welded poly shaped to make it monolithic pillar size 1200mm high Bollard is having a frame 900x600mm and 600mm dia for fixation made out of 35x35x5mm angle iron and from side is fully coverd fixing the complete structure in position as per direction of E/I. charge. With 7 years warranty. Rates include design, fabrication, supply, transportation and erection of the sign board and also inclusive of all taxes, oyalty,etc all T&P/machine material and labour required for proper completion of work. 670 Supply & fixing of Bollard (Double side) Made out of aluminium sheet 4mm thick welded poly shaped to make it monolithic pillar size 1200mm high Bollard is having a frame 900x600mm and 600mm dia for fixation made out of 35x35x5mm angle iron and from side is fully coverd. fixing the complete structure in position as per direction of E/I. charge. With 7 years warranty. Rates include design, fabrication, supply, transportation and erection of the sign board and also inclusive of all taxes, oyalty, etc all T&P/machine material and labour required for proper completion of work. 671 Metal Beam Crash Barrier 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 672 Metal Beam Crash Barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2.0 m high, 1.5 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete 673 TREE PLATE S/F Reflective tree plate having Size 15 Cm x15Cm, Consisting type XI sheeting over 1.5mm thick aluminium sheet including labour. Material T&P etc for proper completion of the work. 674 Cartage of Ballast, Kankar, Coal, Grit or Sand etc. including loading and unloading but excluding stackings on pucca roads. I st Km. 675 2 nd Km. 676 3 th Km. 677 4 th Km. 678 5 th Km. 679 6 th Km. 680 7 th Km. 681 8 th Km. 682 9 th Km. 683 10 th Km. 684 11 th Km. 685 12 th Km. 686 13 th Km. 687 14 th Km. 688 15 th Km. 689 16 th Km. 690 17 th Km. 691 18 th Km. 692 19 th Km. 693 20 th Km. 694 21 th Km. 695 22 th Km. 696 23 th Km. 697 24 th Km. 698 25 th Km. 699 26 th Km. 700 27 th Km. 701 28 th Km. 702 29 th Km. 703 30 th Km. 704 31st to 75 Km. 705 76st to 100 Km. 706 100st to 200 Km. 707 As in item (231) above but for cement, steel or other materials : Ist Km. 708 2nd and 3rd Km. 709 4th and 5th Km. 710 6th to 10th Km. 711 11th to 20th Km. 712 21st to 30th Km. 713 31st to 50th Km. 714 51 to 75 Km. 715 76th to 100 Km. 716 101st to 200 Km. 717 201st to 250 Km. 718 As in item (231) above but for tar, bitumen Asphalt, Mobile oil or other such materials 1st Km. 719 2nd and 3rd Km. 720 4th and 5th Km. 721 6th to 10th Km. 722 11th to 20th Km. 723 21st to 30th Km. 724 31st to 50th Km. 725 51st to 75 Km. 726 76th to 100 Km. 727 101st to 200 Km. 728 201st to 250 Km. 729 Cartage of brick/stone ballast, kankar coal shingle or sand etc. by head load upto 90 metres (3 chains) including loading and unloading but excluding stacking 730 Loading and unloading of materials like ballast, shingle, kankar, coal or grit etc. excluding their stacking. (a) Loading 731 Loading and unloading of materials like ballast, shingle, kankar, coal or grit etc. excluding their stacking. (b) Unloading 732 Unloading of cement, tar or bitumen drum lighter steel sections and other such materials from wagons and stacking the same on platform. 733 As in item No. 236 (a) above but for heavy articles like joist etc. machinery and unwieldly structures 734 Stacking of bricks on edge in row of two to a height of ten brick and in a length of 100 bricks after dressing levelling of the site as required where bricks are to be stacked. 735 Stacking of coal, surkhi, sand, lime, stone grit, stone/brick ballast & boulders etc. to the required sizes to stacks after necessary dressing of site where such materials are to be stacked. 736 237 (a) above but when the materials are either cement / steel. 737 Loading of cement, tar or bitumen drums, lighter sections of steel and other such materials into wagons. 738 As in item 238 (a) above but for heavy articles like joist, machinery and unwieldly structures. 739 Cartage of R.C.C. Hume pipe 30cm. to 46cm. dia and 1.8 meter to 2.5 metre in length (including collars for which nothing extra will be paid ) including loading and unloading. 1st Km. 740 2nd and 3rd k.m. 741 4th and 5th k.m. 742 6th to 10th k.m. 743 11th to 20 th k.m. 744 21st to 30 th k.m. 745 31st to 50 th k.m. 746 51st to onward k.m. 747 As in item No. 239 (c) above but for R.C.C. Hume pipe 50 to 95 cm. dia and 1.8 meter to 2.5 meter in length carriage to be done by truck or by thela. 1st Km. 748 2nd and 3rd k.m. 749 4th and 5th k.m. 750 6th to 10th k.m. 751 11th to 20 th k.m. 752 21st to 30 th k.m. 753 31st to 50 th k.m. 754 51st to onward k.m.
Contract Date: Jun 15, 2026 Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 10
Uttar Pradesh View Result →
9.
Defence #11244927 AOC
Bids Are invited for Anpr Camera Ip Poe Deployed And Spare Stock , Ptz Camera Ip Poe , Boom Barrier Automatic , Uhf Rfid Reader Long Range High Power , Uhf Rfid Windshield Tag Passive , Outdoor Led Text Display , Traffic Signal Light R Y G , Gi Pole 6M , Poe Managed Switch 8 Port , Poe Managed Switch 16 Port , Single Mode Sfp 1310Nm 10Km Gate End , Industrial Ups 4 Hour Backup Standard Gate Load , Industrial Ups 4 Hour Backup Higher Gate Load , Cat6 Outdoor Utp Cable 305M Box , Rj45 Cat6 Connectors Boots , Outdoor Junction Box Ip65 , Manual Override Pushbutton Console , Central Application Server Rack Tower , Network Video Recorder Nvr 32 Channel , Surveillance Hdd 8Tb , Core Managed Switch 24 Port Sfp , Single Mode Sfp 1310Nm 10Km Control Room Spare , Server Rack , Online Ups 4 Kva 2 Hour Backup , Patch Panel 24 Port Cat6 , Uhf Rfid Desktop Encoder Reader , Rugged Android Tablet 10 Inch , Rugged Tablet Case Screen Guard Strap , Cat6 Patch Cords 1M 3M Mix , Lc Lc Single Mode Patch Cords 3M , Fiber Termination Panel Ftp 12 Port , Fiber Optic Cable Single Loose Tube 6F , Hdpe Plb Duct 40 33Mm , Hdpe Duct Coupler , Hdpe Duct End Cap , Route Marker Warning Tape , Fiber Splicing Service Fusion , Fiber Termination Panel At Gate , Otdr Power Meter Testing , Civil Work , Electrical Wiring Per Gate , Earthing Pit Per Gate , Camera Pole Installation Per Gate , Boom Barrier Installation Foundation , Network Equipment Installation Commissioning , Camera Configuration Anpr Calibration , Custom Software Development Wages Infra , Edge Anpr Sdk , Gpu For Edge Server , Edge Server , Local Storage 1Tb , Wall Cabinet 4U Ip54 , Ups Upgrade Kit , Cabinet Fan Kit , Access Controller , Led Screen 55 Inch Real Time Viewing At Centre , Surge Protector Total Quantity : 15184
Contract Date: Ref. Documents Contract Value : ₹ 54.36 Lakh
Statutory Bodies & Commissions/Committees No of Bidders 8
Punjab View Result →
10.
Public Administrative Department #11176827 AOC
Tender for Supply Of F I R E Equipments To Municipal Council B U T I B O R I , Rescue Boat With Obm & Trolley , Search Light , 100 Ft Long 16Mm Dia Bob Rope , 40 Ft Long 12 Mm Dia Bob Lashing Lines , 20 Ft Long 10 Mm Dia Bob Rope , 100Ft Long5/8 Inch Dia Wire Rope , Kernamentle Rope , Light Warning Jacket , Chain Saw Machine Petrol Engine Driven , F I R E Fighting Gum-Boot , F I R E Helmet , Megaphone , Snake Catchers Stick , Life Buoy , Life Jacket , Aluminum Scoop_Stretcher , Spine Board_Stretcher , Barrier Ropes For Traffic And Crowd Control - , Made Of Polyethylene, 500M Long, With 6 Each White And Red Marker. , Metal/Plastic Supports, Suitable For Barrier Rope , Base Plates For Barrier Support , Combitool Cum Door Opener Battery Operated , Spreader Battery Operated , Cutter Battery Operated , Rescue Ram Battery Operated , Glass Ex Turbo Cutter Battery Operated , B.A Set With Spare Cylinder With Fire Engulfment Test (Is 12045-Part-2 Face Mask:Is 141666:1994) , Breathing_Air_Compressor_Set , Mobile Foam Trolley , Brush Cutter , Smoke Exhauster , Full Sleve_Dangri
Contract Date: May 26, 2026 Contract Value : ₹ 1.13 Crore
Local Bodies No of Bidders 4
Maharashtra View Result →
11.
Educational and Research Institute #11169590 AOC
Tender For Supply Of Wifi Connection Materials Reg = Limited; 1 wifi connection materials reg 2 Hardware ControllerOmada Hardware Controller, TP-LINK OC200, Centralized Management: Up to 100 Omada access points, 20 JetStream switches, and 10 Omada routers.• Free Cloud Access: Manage and monitor with the Omada app or Web UI from anywhere, anytime.On-Premises Management: Locally monitor and manage devices with the ultimate security and stability.Industry-Leading Hardware Design: A powerful chipset, durable metal casing, USB 2.0 port for auto backup, and two Fast Ethernet ports.Flexible Power Supply: 802.3af/at PoE or Micro USB (DC 5V/Minimum 1A) for flexible installation.Easy and Intelligent Network Monitoring: The easy-to-use dashboard makes it simple to see the real-time network status and traffic distribution.Real-Time Network Topology: Helps IT admins quickly see and troubleshoot connections at a glance.Easier Network Maintenance: WiFi heatmap simulator, visualizable network report, and batch & multi-site management benefit network maintenance. 3 POE Network Switch 8 Port CP-ANW-GPU8G2-N128x Gigabit PoE with 2x Gigabit Uplink, Unmanaged. C P Plus • Networking standard: IEEE 802.3i 10BASE-T/IEEE 802.3u 100BASE-TX, IEEE 802.3ab 1000BASE-T, IEEE 802.3x Flow Control, IEEE 802.3af/at/bt Power over Ethernet• Support 6KV Lightning and 8KV ESD Protection• Support: 8 ports PoE + 2 ports Uplink• PoE Power Budget : 120W• Support: bt 60W High Power• Support: AI Watchdog Function 4 Network Switch POE 8Port and 2SFP CP-ANW-GPU8G2F2-N128x Gigabit PoE with 2x Gigabit Uplink & 2x SFP Uplink, Unmanaged. CP Plus• Using CAT.5 network patch cords support power for the wireless AP and IP camera.• Networking standard: IEEE802.3af/at/bt.• PoE Watchdog AI Function: Detection front-end PoE cameras and PD, Automatic detection, Automatic restart.• Upload port automatic flip (Auto MDI / MDIX).• Network performance: Store-and-forward.• Intelligent power distribution and secure power supply system.• The port power is 60 watts; it is convenient for high-power device.• Zero configuration feature power supply is automatically supplied to the adaptive equipment. 5 RJ45 Connecter 6 Cat6 Cable Cat6 24AWG UTP LAN Cable,Solid Bare Electrolytic Grade Copper,Insulation Polyethylene (HDPE),4 Pair Separator Design,24 AWG cable, 7 RACK4U Rack Loaded Wall MountDIMENSIONS:1. Height: 4U or 25.7cms or 10.1 inches or 0.84 feet2. Width: 55cms or 21.6 inches or 1.8 feet3. Depth: 40cms or 15.75 inches or 1.31 feet, 8 Access pointTP-LINK AC1350 Wireless MU-MIMO Gigabit Ceiling Mount Access PointFast Dual-Band Wi-Fi: Simultaneous 450 Mbps on 2.4 GHz△ and 867 Mbps on 5 GHz totals 1317 Mbps Wi-Fi speeds.†Integrated into Omada SDN: Zero-Touch Provisioning (ZTP)‡, Centralized Cloud Management, and Intelligent Monitoring.Centralized Management: Cloud access and Omada app for ultra convenience and easy management.Seamless Roaming: Even video streams and voice calls are unaffected as users move between locations.*PoE Support: Support both standard 802.3af and Passive PoE (PoE adapter included)△ for flexible installations.Secure Guest Network: Along with multiple authentication options (SMS/Voucher, etc.) and abundant wireless security technologies.Advanced Wireless Tech: Optimize network performance with MU-MIMO, Band Steering.
Contract Date: May 26, 2026 Contract Value : ₹ 1.95 Lakh
Statutory Bodies & Commissions/Committees No of Bidders 3
Tamil Nadu View Result →
12.
Power #11168099 Price Bid
Tender for Carriage Of Departmental Materials From Electricity Store Centre At Hapur / J.E. Store To The Site Of Work, Including Loading And Unloading At Both Ends. The Work Shall Be Executed Over Kachha And Pakka Roads As Per The Directions Of The Site In-Charge. The Scope Includes Arrangement Of Suitable Transport, Labour For Loading/Unloading, And All Necessary Tools & Plants (T&P). The Lead Distance Shall Be Up To 0-50 Km, Covering Stores Located At Hapur / Ghaziabad / Bulandshahr. , Stay Wire 7/10 Swg , Plain Cement Concrete Pole 8.5 Mtr , Plain Cement Concrete Pole 11 Mtr , St Pole 13 M- Is 410 Sp- 72 , Stay Set 16X1800 , Acsr Dog Conductor , Acsr Weasel Conductor , A.B.Cab. L.T. (3X95)+ (1X70)+ (1X16)Sq.Mm , A.B.Cab. L.T. (3X120) , 11 Kv H.T.Xlpe Cable 3X185sq.Mm , Lt Abc 3X50+1X35+1X16 Sq.Mm , 33 Kv H.T. Xlpe Cable 3X300 Sq.Mm. , Earth Rod 2540X20 Mm , 11 Kv completion Poly. Disc Insulator 45 Kn , 11 Kv Composite Polymer Pin Insulator , 33 Kv Polymer Disc Insulator (B&S) 70 Kn , 33 Kv Composite Polymer Pin Insulator , 33 Kv Disc Fitting (B&S) Dog/Racoon 70 Kn , Ms Channel 100X50 Mm , 33 Kv Cross-Arm 100X50 Mm V-Type , Disc Fitting 45 Kn (T&C) , Gi Wire 4Mm/ 8 Swg , Gi Wire 5 Mm/6 Swg , 11 Kv G.I. X-Arm Angle 65X65x6 Mm V-Type , 33 Kv Gi Pin With Nut , M.S. Guarding Angle 1.8Mtr , 33 Kv Xlpe Cable Box 3X300 , G.I. Bracing Angle 65X65x6x2700mm , Droper Channel 100X50mm , Top Channel (125X65x65x6mm) 33 Kv Line , Stay Set Gi 20X1800 Mm , 3-Ph Distribution Box , V Type X Arm Angle , 11 Kv Vcb Outgoing , 11 Kv Cable Box O/D 3X185sq.Mm , M.S. Angle 75X75x6 Mm , M.S. Angle 65X65x6 Mm , Ms Channel 125X65 Mm , 11 Kv Ct/Pt Ctr200/5Amp , 11 Kv Metering Cubical , Erection And Fixing Of The Following Materials As Per Relevant Respo/Departmental Norms And Specifications, Including Proper Installation, Alignment, Tightening, And Commissioning At Site. The Scope Of Work Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Drilling/Excavation, Safety Arrangements, Protection Of Existing Utilities, And Complete Site Restoration, Along With Responsibility Of The Contractor For Obtaining Necessary Permissions, Resolving Right Of Way (Row) Issues, And Completing The Work As Per Directions Of Engineer-In-Charge , Stay Wire 7/10 Swg , Stay Set 16X1800 , Stay Set Gi 20X1800 Mm , 11 Kv completion Poly. Disc Insulator 45 Kn , M.S. Angle 65X65x6 Mm , 11 Kv Composite Polymer Pin Insulator , Ms Channel 100X50 Mm , Lt Abc 3X50+1X35+1X16 Sq.Mm , 33 Kv Polymer Disc Insulator (B&S) 70 Kn , 33 Kv Cross-Arm 100X50 Mm V-Type , 33 Kv Disc Fitting (B&S) Dog/Racoon 70 Kn , Disc Fitting 45 Kn (T&C) , 11 Kv G.I. X-Arm Angle 65X65x6 Mm V-Type , 33 Kv Gi Pin With Nut , M.S. Guarding Angle 1.8Mtr , 33 Kv Composite Polymer Pin Insulator , G.I. Bracing Angle 65X65x6x2700mm , Droper Channel 100X50mm , Top Channel (125X65x65x6mm) 33 Kv Line , Stay Set Gi 20X1800 Mm , 3-Ph Distribution Box , V Type X Arm Angle , 11 Kv Vcb Outgoing , Ms Angle 75X75x6 Mm , Ms Channel 125X65 Mm , 11 Kv Ct/Pt Ctr200/5Amp , 11 Kv Metering Cubical , Erection & Fixing Of Single Pole Structure Of Following Pole Of 11 Kv Line Along With X-Arm And Pin Insulator After Digging Of Suitable Pits Providing And Fixing Of Shackle Insulators, And Complete Installation Of All Requisite Accessories Strictly As Per Respo Drawings/Standard Norms; Including Providing And Fixing Of Holding Clamps Made Of M.S. Flat Of Size 35×5 Mm With Suitable Nuts & Bolts, Stone Pad, Alignment, Tightening And All Allied Works; The Scope Of Work Includes Cost Of All Labour, Tools & Plants (T&P), Machinery, Drilling/Excavation, Safety Arrangements, Protection Of Existing Utilities, Formation Of Pits, And Complete Site Restoration; The Contractor Shall Also Be Responsible For Obtaining All Necessary Permissions, Resolving Right Of Way (Row) Issues, And Completing The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Plain Cement Concrete Pole 8.5 Mtrs , Plain Cement Concrete Pole 11 Mtrs , St Pole 13 Mtrs , Erection Of 11Kv Double-Pole Structure After Digging Of Suitable Pits On Following Pole With Fabrication And Fixing Of M.S. Top & Dropper Channel, M.S. T/F Angle, E-Bracket, 11 Kv Pin Insulator With Pin, Disc Insulator With Disc Fitting Etc., As Per Respo Drawing/Norms By Providing All Clamps Made Of M.S. Flat Of Size 50X6 Mm With Proper Size Nuts And Bolts And Stone Pad With Jumpering Etc Work, And As Per Direction Of Site Incharge. All Clamp & Nut Bolt Will Be Provided By Contractor. , Plain Cement Concrete Pole 8.5 Mtrs , Plain Cement Concrete Pole 11 Mtrs , Erection Of 33Kv Double-Pole Structure After Digging Of Suitable Pits On St Pole 13 Mtrs With Fabrication And Fixing Of M.S. Top & Dropper Channel, M.S. T/F Angle, E-Bracket, 33 Kv Pin Insulator With Pin, Disc Insulator With Disc Fitting Etc., As Per Respo Drawing/Norms By Providing All Clamps Made Of M.S. Flat Of Size 65X8 Mm With Proper Size Nuts And Bolts And Stone Pad With Jumpering Etc Work, And As Per Direction Of Site Incharge. All Clamp & Nut Bolt Will Be Provided By Contractor. , Erection Of 33Kv Tri-Pole Structure After Digging Of Suitable Pits On St Pole 13 Mtrs With Fabrication And Fixing Of M.S. Top & Dropper Channel, M.S. T/F Angle, E-Bracket, 33 Kv Pin Insulator With Pin, Disc Insulator With Disc Fitting Etc., As Per Respo Drawing/Norms By Providing All Clamps Made Of M.S. Flat Of Size 65X8 Mm With Proper Size Nuts And Bolts And Stone Pad With Jumpering Etc Work, And As Per Direction Of Site Incharge. All Clamp & Nut Bolt Will Be Provided By Contractor. , Erection Of 33Kv Four-Pole Structure After Digging Of Suitable Pits On St Pole 13 Mtrs With Fabrication And Fixing Of M.S. Top & Dropper Channel, M.S. T/F Angle, E-Bracket, 33 Kv Pin Insulator With Pin, Disc Insulator With Disc Fitting Etc., As Per Respo Drawing/Norms By Providing All Clamps Made Of M.S. Flat Of Size 65X8 Mm With Proper Size Nuts And Bolts And Stone Pad With Jumpering Etc Work, And As Per Direction Of Site Incharge. All Clamp & Nut Bolt Will Be Provided By Contractor. , Erection & Fixing Of 33Kv St Pole 13 Mtrs With Fabrication And Fixing Of M.S. Top & Dropper Channel, M.S. T/F Angle, E-Bracket, 33 Kv Pin Insulator With Pin, Disc Insulator With Disc Fitting Etc., As Per Respo Drawing/Norms By Providing All Clamps Made Of M.S. Flat Of Size 65X8 Mm With Proper Size Nuts And Bolts And Stone Pad With Jumpering Etc Work, And As Per Direction Of Site Incharge. All Clamp & Nut Bolt Will Be Provided By Contractor. , Grouting Of Following St/Pcc Supports In cement concrete 1:3:6 (Cement, Sand & 40Mm Brick Ballast) Grouting Will Be Done In The Block Of Size (450X450)Mm X1/6Th Of Full Length Of The Support, Up To Ground Level, 300Mm Plinth Above The Ground Level With cement concrete 1:3:6 (Cement, Core Sand And Stone Grit) With Mufting As Per Drawing, Work Includes Back Filling & Proper Ramming By Providing All Required Grouting Materials, As Per Direction Of Site Incharge. , Plain Cement Concrete Pole 8.5 , Plain Cement Concrete Pole 11 Mtr. Long , Stp 13 Mtrs Long , Construction Of T/F Plinth Suitable For 160/250/400 Kva T/F (Size 2X2x1.5 Mtr) After Digging Of Earth And Construction With 14 Bag Cement, Fine Sand, Coarse.Sand, Brick Ballast, 1St Class Bricks 6000, Stone Ballast (40Mm), Ms Channel 125X65mm (54 Kg), Ms Twisted Bar 20 Mm (50 Kg) & Ramming The Same, Including Cost Of All Material & Labour, As Per Direction Of Site Incharge. (All Matreial/ Labour/ T&P Use For Construction Of Plinth Will Be Provided By Contractor) , Safe Dismantling, Loading, Transportation, Unloading, Re-Erection, Testing And Commissioning Of 25/63/100/250 Kva Distribution Transformers Of 11/0.4 Kv Rating, Including Complete Shifting From Existing Location To New Site As Per Departmental Instructions; The Scope Of Work Shall Include Disconnection Of Ht/Lt Lines, Removal And Refixing Of All Associated Technical Accessories Such As Go Switch Set, Drop Out Fuses, Lightning Arrestors, Ht/Lt Bushings, Earthing Arrangements, Breather, Conservator Connections, Oil Level Indicators, Silica Gel, Protection Devices And All Allied Fittings; Proper Handling Using Suitable Capacity Crane/Chain Pulley Block, Providing Required T&P, Skilled Labour, Safety Measures To Avoid Any Mechanical/Electrical Damage, Checking Of Transformer Oil Level And Filtration If Required, Tightening Of All Connections, Re-Alignment, Replacement Of Minor Damaged Components, And Ensuring Proper Earthing And Guarding; Including Carriage Of Transformer And Accessories On Suitable Vehicle Over All Types Of Roads, Complete Installation On Plinth/Structure, Connection With Existing Network, Testing Of Ir Value, Ratio Test And Trial Run For Satisfactory Operation, Strictly As Per Relevant Standards And Direction Of Engineer-In-Charge; The Rate Shall Be Inclusive Of All Labour, Tools & Plants, Transportation, Insurance, Loading-Unloading, And Incidental Charges Required To Complete The Work In All Respects. , 25 Kva Transformer On Double Pole , 63 Kva Transformer On Double Pole , 100 Kva Transformer On Double Pole , 250 Kva Transformer On Plinth , Complete Earthing System For 25 Kva, 63 Kva And 100 Kva Distribution Transformers, Comprising Of Supply And Installation Of Suitable Size G.I./Copper Earth Electrodes (Pipe/Rod Type Of Standard Length) Driven Or Installed In Earth Pit Of Required Dimensions, Including Excavation And Backfilling With Layers Of Charcoal/Coke And Common Salt, Watering Arrangement With G.I. Pipe And Funnel With Wire Mesh, And Construction Of Brick Masonry Chamber With Ci/Rcc Cover; Providing And Laying Of G.I. Strip/Wire Of Required Size From Transformer Body, Neutral And Lightning Arrester (If Applicable) To Earth Electrode, Including All Connections With Nuts, Bolts, Washers, Lugs And Proper Clamping, Testing Of Earth Resistance And Ensuring Value Within Permissible Limits As Per Relevant Standards; The Scope Includes All Materials Such As G.I. Pipe/Rod, G.I. Strip/Wire, Charcoal, Salt, Bricks, Cement, Sand, Ci/Rcc Cover, Etc., And All Labour, Excavation, Refilling, Watering, Transportation, Handling, Testing, And All Tools & Plants (T&P) Required For Complete And Satisfactory Installation As Per Respo/Standard Specifications And Direction Of Engineer-In-Charge. , Providing And Installation Of Maintenance-Free Chemical Earthing System For 250 Kva Distribution Transformer, Comprising Of Supply And Erection Of Approved Make Chemical Earth Electrode (Gi/Copper Bonded, Of Standard Length And Diameter) Installed In Drilled/Bored Hole Of Required Depth In All Types Of Soil, Including Backfilling With Highly Conductive Earthing Compound (Bfc/Graphite Based) To Achieve Low And Stable Earth Resistance; Providing Separate And Distinct Earthing For Transformer Body, Neutral And Lightning Arrester (If Applicable) Using Required Number Of Chemical Electrodes Interconnected Where Necessary; Construction Of Earth Pit Chamber With Brick Masonry, Plastering And Heavy Duty Ci/Rcc Cover With Provision For Watering/Inspection; Providing And Laying Of Gi Strip (E.G., 50×6 Mm) Or Suitable Copper Strip From Transformer Body, Neutral Point And La To Respective Earth Electrodes, Including All Connections With Nuts, Bolts, Washers, Lugs, Clamps And Anti-Corrosive Treatment; Testing Of Earth Resistance To Ensure Values Within Permissible Limits As Per Is/Respo Standards And Ensuring Long-Term Stability Without Frequent Maintenance; The Scope Includes Cost Of All Materials Such As Chemical Electrodes, Backfill Compound, Gi/Copper Strips, Bricks, Cement, Sand, Covers, Water, Etc., And All Labour, Drilling, Installation, Refilling, Carriage, Loading/Unloading, Handling, Testing, Commissioning And All Tools & Plants (T&P) Required For Complete And Satisfactory Execution Of Work As Per Standard Specifications And Direction Of Engineer-In-Charge. , Construction Of Safety Fencing (Ms) Size 3X3x2 Mtr. For Dist. Transformer 11/0.4 Kv Sub Station, With Supply Of Material Required For Ms Fencing (50X50x3 Mm) M.S. Wire Mesh Construction Utilizing Vertical Post Duly Grouted/Fitted In Ground/On Floor. Horizontal Angle/T-Iron To Be Fitted On Vertical Posts. Pickets (If Required) Fitted To Rail And Gate To Facilitate Entry And Exit. The Vertical Posts/Horizontal Post Shall Be Made Of M.S. Angle 65X65x6mm. Such Post Shall Be Kept Preferably At Distance Of 800-1000 Mm. And Shall Be Grounded With cement concrete Ratio 1:4:8. The Length Of Vertical Post Shall Be Sufficient To Take Care Of Fencing As Requirement At Site, And As Per Direction Of Site Incharge. (All Matreial/ Labour/ T&P Use For Construction Of Plinth Will Be Provided By Contractor) , Providing, Installing, Testing And Commissioning Of Tailless Unit Suitable For 250 Kva Distribution Transformer, Including Dismantling Of Existing Tail Connections (If Any), Supply And Fixing Of Required Lt/Ht Connectors, Busbar Arrangements, Insulated Sleeves, And Necessary Termination Accessories; Complete Modification Of Transformer Lt Side To Tailless Configuration Ensuring Proper Phase Segregation, Insulation And Mechanical Strength; Including Providing And Fixing Of Suitable Size Aluminium/Copper Lugs, Glands, Ferrules, Heat Shrink Sleeves, Pvc Insulation Tape, Nut-Bolts, Washers And All Jointing Materials As Required; Making Proper Cable Terminations, Dressing And Clamping Of Cables With Gi Clamps; Providing And Ensuring Effective Earthing Of The Tailless Unit With Gi Strip/Wire And Connecting To Existing Earthing System; Including Painting Of Modified Portion With Suitable Anti-Corrosive Paint; Complete Testing For Continuity, Insulation Resistance And Proper Load Transfer; The Work Shall Be Carried Out As Per Relevant Is Standards, Respo/Departmental Specifications And As Directed By Engineer-In-Charge; The Rate Shall Include Cost Of All Materials, Labour, Tools & Plants (T&P), Handling, Loading/Unloading, Transportation, And All Incidental Works Required To Complete The Job In All Respects. , Providing, Laying, Jointing And Commissioning Of 140/200 Mm Dia (Od) Pn-4, Pe-80 Grade Uv Stabilized Hdpe Pipe In 6.0 Mtr Standard Length By Trenchless (Hdd/Drilling) Method For Underground Cable Protection, Including Excavation Of Suitable Size Launching And Receiving Pits, Alignment And Preparation Of Bore Path, Drilling, Reaming And Insertion/Pulling Of Hdpe Pipe, Jointing By Butt Fusion/Electrofusion With All Necessary Fittings Such As Couplers, Bends And End Caps, Ensuring Proper Alignment And Leak-Proof Joints; Including Providing And Laying Of Warning Tape, Route Markers And Identification System; Complete With All Required Tools & Plants (T&P) Such As Hdd Machine, Drilling Machine, Compressor, Generator, Welding Machine, Including All Consumables, Loading/Unloading, Handling And Safe Stacking At Site; Including Dewatering (If Required), Traffic Control, Barricading And Safety Measures; Also Including Restoration Of Road, Footpath, Drain Or Any Other Surface Under Row (Right Of Way) Conditions To Original Condition And Disposal Of Surplus Earth/Muck; Complete In All Respects As Per Relevant Is Standards, Respo/Departmental Norms And Direction Of Engineer-In-Charge, With All Material, Labour, T&P, Transportation And Incidental Charges Included In The Rate. (Rate Will Be Charge As Per Actual Length Of Work) , 200 Mm Dia For 33 Kv Line , 140 Mm Dia For 11 Kv Line , Laying Of Following Cable Undergound Into Hdpe Pipe, Spare Cable Shall Be Left In The Loop Shape At Both Ends As Per Respo/Norms, As Per Direction Of Site Incharge.(Rate Will Be Charge As Per Actual Length Of Work) , 11 Kv H.T.Xlpe Cable 3X185sq.Mm , 33 Kv H.T. Xlpe Cable 3X300 Sq.Mm. , Manually Digging Excavation Of Trench Of Size 0.50 M Width × 1.00 M Depth In All Types Of Soil Including Dressing, Levelling And Disposal Of Surplus Excavated Earth Within Specified Lead As Per Respo/Drawing Norms And Direction Of Engineer-In-Charge; Supplying And Laying Of Brick Masonry (Class Designated) In Cement Mortar For Side Protection, Providing And Filling Of Sand Cushioning At Bottom And Around The Laid Cable, Followed By Laying Of Plain Cement Concrete (Plain Cement Concrete) Of Required Grade For Base And Protective Covering Over Trench; Thereafter, Placing And Proper Alignment Of Xlpe Cable Within The Complete Trench, And Covering The Trench With Brick/Cc Slab Protection Including Backfilling With Excavated Earth In Layers, Watering, Ramming And Proper Compaction Complete In All Respects; The Scope Of Work Includes Cost Of All Labour, Materials (Bricks, Sand, Cement, Aggregates, Water Etc.), Handling, Loading/Unloading, Carriage, And All Tools & Plants (T&P) Required For Excavation, Laying And Finishing Works, With All Safety Precautions, As Per Standard Specifications And Directions Of Site In-Charge. (The Firm Will Be Fully Responsible For This Work And Taking Necessary Permission), As Per Direction Of Site Incharge (Rate Will Be Charge As Per Actual Length Of Work). , Laying And Installation Of 11 Kv Grade, 3 Core × 185 Sq.Mm Xlpe Insulated, Armoured Aluminium Conductor Cable In Underground Trench In Double Circuit Formation, Including Careful Handling, Dressing And Alignment Of Cable Along The Route As Per Respo/Drawing Norms And Direction Of Engineer-In-Charge; Laying Of Cable Over Prepared Sand Bed, Maintaining Proper Spacing Between Circuits, And Ensuring Identification And Phase Marking; Providing Extra Length Of Cable At Both Ends In Loop Formation For Future Jointing/Termination (Spare Cable To Be Left In Loop Shape At Each End) As Specified; Covering Of Cable With Sand Cushioning, Protective Bricks/Tiles/Cc Slabs And Backfilling Of Trench With Excavated Earth In Layers, Watering, Ramming And Proper Compaction Complete In All Respects; Including Supply Of All Consumables Such As Sand, Bricks, Cable Markers, Route Indicators, Etc., And All Labour, Loading/Unloading, Carriage, Handling Charges, Testing Prior To Commissioning, And All Tools & Plants (T&P) Required For Safe And Proper Execution Of Work As Per Standard Specifications And Site Instructions. , Providing & Fixing Of G.I. Pipe 6Dia Class-B Over 11Kv/33 Kv Xlpe Cable Before Mounting The Cable At Double Pole. The Work Includes Fitting Of Clamps, Sealing Of Top And Bottom Of Pipe And One End Of Pipe Is To Be Burried Under Earth About 500Mm Earch Including Mounting And Clamping The Cable On Double Pole Structure And Making Connection With Overhead Line At Both Ends, As Per Direction Of Site Incharge. , Making And Filling Of 11Kv/33Kv Cable Jointing Kit, Indoor/Outdoor Type, After Duly Plumbing And Taping Of Suitable Xlpe Cable, Providing, Fixing And Crimping Of Proper Size Good Quality Lugs, Including Cost Of Lugs And Tape Etc., As Per Respo Norms, And As Per Direction Of Site Incharge. , 11Kv Cable Jointing Kit 3X185 Sq.Mm. , 33Kv Cable Jointing Kit 3X300 Sq.Mm. , Laying , Stringing And Final Sagging Of Acsr Weasel Conductor, As Per Respo/ Drawing Norms And As Per Direction Of Site Incharge. , Laying , Stringing And Final Sagging Of Acsr Dog Conductor, As Per Respo/ Drawing Norms And As Per Direction Of Site Incharge. , Laying And Stringing Of Following Lt Aerial Bunched Cable (Abc) On St/Pcc Poles, Including Proper Hanging, Dressing And Fixing Of Cable With Necessary Clamps, Supports, Nuts & Bolts (To Be Arranged By The Contractor), Complete In All Respects Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Lifting, Installation, Alignment, Tightening, Safety Arrangements And All Allied Works Will Be Provided By Contractor; Measurement Shall Be Made On Actual Length Of Cable Laid At Site And Payment Shall Be Made Accordingly As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Lt Aerial Bunched Cable (Abc) (3×95 + 1×70 + 1×16 Sq.Mm) , Lt Aerial Bunched Cable (Abc) (3×120 + 1×95 + 1×16 Sq.Mm) , Fabrication Of Guarding Angle Other Requisites Material For Guarding By Drawing 02Nos G.I Wire And Making Loop At Suitable Distance As Per Respo Drawing/Norms By Providing Holding Clamps, 02Nos. Eye Bolts Made Of M.S. Round Size 12Mm Dia-100Mm Long & Cross Arm Clamps Made Of M.S. Flat Of Size 50X6mm And Bolts As Per Norms Of Respo Norms, Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. As Per Direction Of Site Incharge. (Only Guarding Angle & Gi Wire Will Be Provided By Department). , G.I. Wire 4Mm/ 8 Swg , G.I. Wire 5Mm/ 6 Swg , Grouting & Fixing Of Stay Set (16X1800)Mm Including All Work Of Excavation, Cement Concrete In Size (0.60X0.60X0.30)M In Ratio 1:4:8 Cement, Sand, 40Mm Brick Ballast As Per Drg. Including Back Filling, Proper Ramming Etc And Fixing Tightening & Nozzling Of Stay Wire With Stay Rod With The Poles Of Required Tension As Per Drawing As Per Respo Drawing/Norms By Providing All Grouting Material And Stay Clamp Made Of M.S. Flat Of Size 50X6mm With Proper Size Bolts & Nuts & Loops, Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Stay Set (16X1800) , Stay Set Gi (20X1800) , Earthing Of Supports With Ms Earth Rod Of (20X2540)Mm Long Including Excavation Of Pit And Driving M.S. Rod 3.0 M Apart From Support And 0.5M Below The Ground Level And Connection Below The Earth Electrodes With The Help Of G.I. Wire & Earthing Lugs As Per Respo Drawing/Norms Includes All Labour, Tools & Plants (T&P), Fabrication, Fitting, Alignment, Tightening, Safety Arrangements And All Allied Works Will Be Provided By Contractor, As Per Departmental Standards And Directions Of The Engineer-In-Charge. Only Earth Rod And Gi Wire Will Be Provided By Department. , Providing And Fixing Of Insulation Piercing Connector (Ipc) Complete In All Respects, Including Proper Installation, Tightening And Ensuring Safe And Reliable Connection, Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of All Types Of Clamps Including F-Type Clamps, Holding Clamps, Cross-Arm Clamps, Lt Clamps, Etc., Along With Suitable Nuts & Bolts, Complete In All Respects Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Alignment, Tightening, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Dead & Clamp , Suspension Clamp , F-Bracket With Clamp , Cross Arm Holding Clamp , Providing And Fixing Of Nut & Bolts As Per Respo/Norms And As Per Direction Of Site Incharge. , Providing And Fixing Of Lt Fuse Set Complete On 25/63/100 Kva Transformer In All Respects, Including Proper Mounting, Connection, Alignment And Tightening With All Required Accessories, Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of Eye Hook Complete In All Respects, Including Proper Mounting, Alignment And Tightening With All Required Accessories, Strictly As Per Respo Drawings/Standard Norms And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Installation, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Providing And Fixing Of Stone Pad 300X300x75 Of Approved Quality And Specified Size At Pole/Support Locations, Including Excavation Of Suitable Size Pit, Preparation Of Base, Dressing, Leveling, And Proper Placement In Line And Level As Per Respo Drawings/Standard Specifications And Direction Of Engineer-In-Charge, Including Refilling, Ramming And Consolidation To Ensure Stability; The Scope Of Work Includes Cost Of All Labour, Loading/Unloading, Carriage, Alignment And All Incidental Works Required For Complete Execution, And All Tools & Plants (T&P), Equipment And Tackles Shall Be Arranged And Provided By The Contractor At His Own Construction , Providing And Fixing Of Danger Board Of Approved Design, Size And Material With Proper Statutory Warning Sign And Lettering, Complete With Suitable M.S. Clamp, Nuts, Bolts And Washers, To Be Rigidly Mounted On Pole/Structure At Required Height Ensuring Proper Alignment And Visibility, As Per Respo Drawings/Standard Specifications And Direction Of Engineer-In-Charge; The Work Includes Drilling Of Holes, Fitting, Tightening, Handling, Loading/Unloading, Carriage To Site, And All Incidental Works Required For Complete Installation, And The Cost Includes All Labour, Consumables And Minor Accessories, While All Tools & Plants (T&P), Equipment And Tackles Required For Execution Shall Be Arranged And Provided By The Contractor At His Own Construction , Providing And Fixing Of Barbed Wire Of Approved Quality And Specification In Position, Stretched And Secured On Poles/Structures With Suitable Binding Wire, Staples, Clamps Or Other Approved Means, Maintaining Proper Tension, Alignment And Height As Per Respo Drawings/Standard Specifications And Direction Of Engineer-In-Charge; The Work Includes Handling, Loading/Unloading, Carriage To Site, Cutting, Jointing, Tightening And All Incidental Works Required For Complete Installation, And The Cost Includes All Labour, Consumables And Minor Accessories, While All Tools & Plants (T&P), Equipment And Tackles Required For Execution Shall Be Arranged And Provided By The Contractor At His Own Construction , Providing And Fixing Of Stay Insulator Of Approved Make, Type And Rating In Stay Set Assembly, Including Proper Placement Between Stay Wire Lengths, Making Necessary Connections, Tightening And Ensuring Correct Alignment And Insulation As Per Respo Drawings/Standard Specifications And Direction Of Engineer-In-Charge; The Work Includes Handling, Loading/Unloading, Carriage To Site, Cutting, Jointing And All Incidental Works Required For Complete Installation, And The Cost Includes All Labour, Consumables And Minor Accessories, While All Tools & Plants (T&P), Equipment And Tackles Required For Execution Shall Be Arranged And Provided By The Contractor At His Own Construction , Providing And Fixing Of I-Bolt Of Approved Size And Quality For Guarding Angle, Complete With Nuts, Bolts, Washers And Necessary Accessories, Including Drilling Of Holes In Angle/Pole As Required, Proper Insertion, Fitting, Tightening And Ensuring Correct Alignment And Rigidity As Per Respo Drawings/Standard Specifications And Direction Of Engineer-In-Charge; The Work Includes Handling, Loading/Unloading, Carriage To Site And All Incidental Works Required For Complete Installation, And The Cost Includes All Labour, Consumables And Minor Accessories, While All Tools & Plants (T&P), Equipment And Tackles Required For Execution Shall Be Arranged And Provided By The Contractor At His Own Construction , Providing And Fixing Of Number Plate Of Approved Size, Design And Material With Proper Painting/Printing Of Identification Number And Lettering, To Be Securely Mounted On Pole/Structure At Suitable Height Ensuring Proper Alignment And Visibility, As Per Respo Drawings/Standard Specifications And Direction Of Engineer-In-Charge; The Work Includes Drilling Of Holes, Fixing With Suitable Clamps, Nuts, Bolts Or Binding Wire As Required, Handling, Loading/Unloading, Carriage To Site And All Incidental Works Necessary For Complete Installation, And The Cost Includes All Labour, Consumables And Minor Accessories, While All Tools & Plants (T&P), Equipment And Tackles Required For Execution Shall Be Arranged And Provided By The Contractor At His Own Construction , Providing And Fixing Of 11 Kv Draw Out Fuse Set Of Approved Make And Rating, Complete With All Standard Accessories, Mounted On Pole/Structure With Suitable Clamps, Nuts, Bolts And Connectors, Including Proper Alignment, Tightening And Making Necessary Electrical Connections For Safe And Reliable Operation As Per Respo Drawings/Standard Specifications And Direction Of Engineer-In-Charge; The Work Includes Handling, Loading/Unloading, Carriage To Site, Erection, Testing And Commissioning And All Incidental Works Required For Complete Installation, And The Cost Includes All Labour, Consumables And Minor Accessories, While All Tools & Plants (T&P), Equipment, Tackles And Testing Instruments Required For Execution Shall Be Arranged And Provided By The Contractor At His Own Construction , Providing And Fixing Of 11 Kv Smc Danger Board Of Approved Design, Size And Material With Proper Statutory Warning Sign And Lettering, Complete With Suitable Clamps, Nuts, Bolts And Washers, To Be Rigidly Mounted On Pole/Structure At Required Height Ensuring Proper Alignment And Visibility As Per Respo Drawings/Standard Specifications And Direction Of Engineer-In-Charge; The Work Includes Drilling Of Holes, Fitting, Tightening, Handling, Loading/Unloading, Carriage To Site And All Incidental Works Required For Complete Installation, And The Cost Includes All Labour, Consumables And Minor Accessories, While All Tools & Plants (T&P), Equipment And Tackles Required For Execution Shall Be Arranged And Provided By The Contractor At His Own Construction , Providing Paint And Carrying Out Painting Of Pole With Approved Quality Paint System, Including Thorough Surface Preparation By Cleaning, Scraping, Wire Brushing And Removal Of Rust, Dirt And Loose Materials, Applying Primer Coat Where Required And Finishing With Two Or More Coats Of Approved Paint Of Specified Shade, Including Marking/Numbering If Directed, Complete In All Respects As Per Respo Drawings/Standard Specifications And Direction Of Engineer-In-Charge; The Work Includes Handling, Loading/Unloading, Carriage Of Materials To Site And All Incidental Works Necessary For Satisfactory Completion, And The Cost Includes All Labour, Consumables And Minor Accessories, While All Tools & Plants (T&P), Equipment And Tackles Required For Execution Shall Be Arranged And Provided By The Contractor At His Own Construction , Construction Of Meter Room Of Internal Size 8× 8× 10 Height, Including Setting Out, Excavation Of Foundation In All Types Of Soil, Dressing And Disposal Of Surplus Earth Within Specified Lead; Providing And Laying Plain Cement Concrete Of Required Grade For Foundation Base, Followed By Construction Of Brick Masonry In Cement Mortar Of Approved Class For Foundation And Superstructure Walls Of Required Thickness, Including All Leads And Lifts; Providing Reinforced Cement Concrete Lintel And Roof Slab (Solid Slab) Of Required Thickness Using M-20 Grade Concrete With Centering, Shuttering, Vibration And Curing Complete, Including Reinforcement Steel As Per Design; Providing Internal And External Plastering In Cement Mortar Of Required Thickness, Smooth Finishing, And Curing; Providing Flooring With Cement Concrete Or Ips Finish, Including Base Preparation And Finishing; Supplying And Fixing Of Ms/Steel Door With Frame, Including Holdfasts, Hinges, Locking Arrangement And Painting; Providing Ventilators With Ms Grill, Including Fixing; Complete Internal And External Painting/Whitewashing With Approved Quality Paint; Providing Necessary Provisions For Meter Installation Such As Cable Entry Points, Sleeves, Earthing Arrangement, Foundation Bolts And Fixtures; The Scope Includes Cost Of All Materials Such As Bricks, Cement, Sand, Aggregates, Steel, Doors, Grills, Paint, Water, Etc., And All Labour, Tools & Plants (T&P), Scaffolding, Curing, Carriage, Loading/Unloading, Handling And All Incidental Works Required For Complete Construction As Per Standard Specifications And Direction Of Engineer-In-Charge. , Laying Of Power/Control Cable Of Specified Size In Trench/Duct/On Surface Along Approved Route, Including Excavation Of Trench, Sand Cushioning, Proper Dressing, Alignment, Clamping, Identification Tagging, Protective Covering With Bricks/Tiles (Where Required), Backfilling, Ramming, Leveling, And Disposal Of Surplus Earth; Including Handling, Shifting, Straightening, And Pulling Of Cable With Due Care To Avoid Damage And Maintain Required Bending Radius; Complete In All Respects As Per Standard Specifications And Direction Of Engineer-In-Charge, All Materials, Tools & Plants (T&P), Equipment And Tackles Shall Be Arranged And Provided By The Contractor At His Own Construction , Providing Services For Cutting/Trimming Of Trees And Branches Interfering With Lt/Ht Electrical Lines, Including Clearance Of Vegetation For Safe Operation And Maintenance Of Lines, Complete In All Respects As Per Departmental Standards And Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Machinery, Safety Arrangements, Cutting, Stacking And Disposal Of Cut Material, Protection Of Existing Utilities, Obtaining Necessary Permissions From Concerned Authorities, And All Allied Works Required For Proper Completion Of The Work As Per Directions Of The Engineer-In-Charge. , Safe Dismantling Of Existing/Old Electrical Materials At Site, Including Careful Removal Without Damage To Reusable Items, And Carriage Of Dismantled Materials From Site Of Work To Electricity Store Centre, Hapur, With Loading And Unloading At Both Ends Over Kachha And Pakka Roads, Strictly As Per Directions Of The Site In-Charge; The Scope Of Work Includes All Labour, Tools & Plants (T&P), Handling, Transportation, Safety Arrangements And All Allied Works Necessary For Proper Completion Of The Work As Per Departmental Standards And Directions Of The Engineer-In-Charge.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 4
Uttar Pradesh View Result →
13.
Educational and Research Institute #11161433 Price Bid
Procurement Of Equipment, Instruments, Machinery, Tools Etc. Related To Laboratories And Workshops Of Electronics And Telecommunication Engg., Engineering Physics, Engineering Mechanics Of Mirik Government Polytechnic, Mirik, Dist. Darjeeling, 734214 , Spherometer (Screw Pitch 0.05 Mm And Lc 0.005 Mm) , Concave Mirror (Focal Length 20 Cm) , Convex Mirror (Focal Length 20 Cm) , Concave Surface (Focal Length 20 Cm Diameter 50 Mm) , Hooks Law Apparatus (Consisting Of 30 Cm Long Mirror Scale, Spring, Slotted Weights With Hanger And Pointer, Complete On Heavy Tripod Stand) , Mercury (Distilled Liquid Mercury, Grade Std.-Biotech Grade) , Flywheel Apparatus (Thickness: 4.4 Cm Diameter :20 Cm) , Cantilever (Length 100 Cm, Hook At One End, C Clamp) , Light Weight Hanger (Metal Slotted Weight Mechanics Physics Experiment Equipment Set With Hook With Weight Of Each Mass Of The Order Of 50Gm Or 100 Gm) , Inverse Square Law Apparatus (Optical Bench, Photocell Housed With Red And Black Sockets, Lamp House With Lamps, Dc Microammeter) , Stopwatch (Digital Stopwatch With Ms Count) , High Resistance Box (Resistance Box Plug With 1 To 10 K Ohm Resistance) , Winch Crab Single Purchase With Weight [Experiment Set Up Winch Crab Single Purchase- Fitted With Heavy Cast Iron Wall Brackets The Grooved Wheel Is Of 25 Cm Diameter And Gears Are Machine Cut.String, Weight Box With Pan. ] , Winch Crab Double Purchase Without Weight [Experiment Set Up Winch Crab Single Purchase- Fitted With Heavy Cast Iron Wall Brackets The Grooved Wheel Is Of 25 Cm Diameter And Gears Are Machine Cut. ] , Worm And Worm Wheel Single Without Weight [Experiment Set Up Consisting Of Machine Cut Worm Gear Of 25 Cm Diameter, Carrying A Metal Drum On 12 Cm Diameter, And Machine Cut Worm On Steel Spindle Carrying A 12 Cm, Complete With Effort Pulley, String With Pan.] , Worm And Worm Wheel Double Without Weight [Experiment Set Up Consisting Of Machine Cut Worm Gear Of 25 Cm Diameter, Carrying A Metal Drum On 12 Cm Diameter, And Machine Cut Worm On Steel Spindle Carrying A 12 Cm, Complete With Effort Pulley, String With Pan.] , Wheel & Axle Simple Without Weight [Standard Setup For Lab.] , Simple Screw Jack With Weight [Experiment Set Up Screw Jack ( Weights)All Metallic Construction Accurately Machine Cut Screw With A Pitch Of 5 Mm Carrying A Double Fanged Turn Table Of About 20 Cm Diameter. Fitted On A Heavy Cast Iron Base And Complete With Two Adjustable Pulleys, Cord And Hook. Weights Are Included.] , Combined Inclined Plane & Friction Slide Apparatus Iron Base & With Weight [Standard Setup For Lab.] , Parallel Forces Apparatus [Experiment Set Up Simple Supported Best Type Supported At Its End. For Verification Of Condition Of Equilibrium Of Parallel Forces, Law Of Lever & Forces On Beam Etc. Consisting Of Two Compression Thrust Type 10 Kg Tubular Spring Balances Fixed On Wooden Polished Board, A Wooden Beam With Steel Back Plate. Complete With Two Strups, Hooks & Two 10Kg Weights. ] , To Verify Lami’S Theorem [Gravesand Apparatusboard: Wooden With Metal Base Pulley: Z-Pullies (2 Nos) With Adjustable Distance Weight Set: 5X50 G (3 Sets). ] , Simple Jib Crane Apparatus Iron Stand With Weight [Experiment Set Upwith Consisting Of A Tubular Compression Balance, Pivoted About An Axis Fitted To The Base. The Tie Chain Has An Adjustable Angle Bracket And Fitted With A 10Kg Extension Balance. Completion Wooden Base With 1.2 Meter Jib. With Weights. ] , Mini Drafter, T Square, Protractor, Set Squares, Compass, Divider [Made Out Of Wood. To Be Used In Chalk Board] , Model Of Geometric Constriction (Solid Cube, Solid Primed, Cylinder, Cone, Hexagon, Tetrahedron ) [Made Out Of Wood. To Be Used In Chalk Board] , Amplitude Modulation And Demodulation Trainer Kit [Message Signal:100 Hz To 2.8 Khz, Carrier Signal 28 Khz To 108 Khz,Modulation : Balanced Modulator, Amplifier : Op Amp Based, Demodulation : Diode Detector & Lpf(6Th Order)] , Frequency Modulation Anddemodulation Kit [On-Board Message Signal With Variable Amp/Freq,On Board Carrier Signal Fm Modulation Using Xr 2206Ic,Demodulation Using Pll Detector And Lpf 4Th Order Lpf,Internal Power Supply +5V , +12V/ 500 Ma] , Super Heterodyne Am Radio Receiver Trainer Kit To Measure Sensitivity, Selectivity And Fidelity [On Board Variable Capacitor Tuning,Receiving Antenna,Local Oscillator,Bfo, Rf Amplifier, Mixer,If Amplifiers, Detectors, Agc,Audio O/P Amplifier, Speaker.Frequency Range: 400Khz To 1700Khz,If Frequency: 455 Khz.] , Pam, Pwm And Ppm Modulation And Demodulation Trainer Kit [Provides Sine Waveform Output Of 250Hz, 500Hz, 1 Khz, And 2 Khz With Amplitude Adjustments Of 0 - 5Vp-P. Switch Selectable Sampling Clock Of 4, 8, 16, 32 Khz. On-Board Features Analog Sample Circuit/Output, Sample & Hold Circuit/Output, Flat Top Circuit/Output, 4Th Order Butterworth Low Pass Filter With Cut Off Frequency Of 3.4 Khz.] , Analog Signal Sampling & Reconstruction Trainer Kit [±15V D.C. At 100Ma, Ic Regulated Power Supply, A.F. Signal Generator For Modulating Signal.Sampling Clock Generator To Provide Sampling Clock And Gate Pulse. Modulator Circuit For Flat-Top Natural And S/H Circuit. Demodulator Circuit To Reconstruct Input (Sinewave)] , Telephone Receiver Trainer Kit [Line In Section : One Dot Line Connection Port.Handset : One Handset Connection Port. Keyboard : 4X3 Matrix Keyboard.Dialer : Tone And Pulse. Facilities : Redial Up To 32 Digits, Mute, Redial, Flash, Pause Switches.Indicators : Line In, Hook, Tone And Ringer, Call Mute Section.Control : Ringer Volume Control, Ringer Speed Control.Speech Path : Fully Non-Blocking.Dial Pulse Ratio : 10 Pps + / - 10%.] , 100Mhz Digital Oscilloscope [Bandwidth: 100 Mhz, 2 Analog Channels+ Ext With Probes Included Rise Time: =3.5 Ns, Real-Time Sample Rate Of 1 Gsa/S 1% Dc Gain Accuracy Should Support Rs232/Uart, I2c And Spi Bus Triggers And Decodes Usb And Ethernet Connectivity] , 30Mhz Analog Cro [Dual Trace Dual Channel Oscilloscope. Bandwidth: 20Mhz. Full Bandwidth Sweeping Circuit , Tv-H / Tv-V Synchronization And Trigger-Lock To Observe All Kinds Of Signals Stably. Y Deflection Operation: Y1, Y2, Alt, Chop, Add, Mode.Horizontal Sweep Mode: Auto, Trig, Lock, Single.X-Y Mode Input: X-Axis Yi And Y-Axis Y2.] , 2 Mhz Function Generator [Frequency: 1Hz – 2 Mhz Sine, Square, Triangle, Ttl Output] , Digital Storage Oscilloscope (100 Mhz) [Bandwidth 100 Mhz, Channels: 2+, Display: Tft Color Lcd Of Suitable Size (Capacitive Touchscreen). Sampling Rate: 1 Gsa/S Real Time, Sampling Mode: Normal, Average (2, 4, 8, 16, 32, 64, 128, 256), Peak Detect. Mathematics: A+B, A-B, A×B, Fft (Fast Fourier Transform). Fft Windows: Rectangle, Hanning, Hamming, Blackman. Auto Measurement: Vpp, Vamp, Vmax, Vmin, Vtop, Vbase, Vavg, Vrms, Overshoot, Preshoot, Freq, Period, Rise Time, Fall Time, +Width, -Width, +Duty, -Duty, Delay1-2 (Rise), Delay1-2(Fall) ] , Trainer Kit For Rectifier With And Without Capacitor Filter For : — (A) Half-Wave Rectifier, (B) Full-Wave Rectifier, (C) Bridge Rectifier [Transformer Rating : 9-0-9V/200Ma, Rectifiers : Half Wave; Full Wave - Bridge, Center Tapped Rectifier,On-Board Dc Voltmeter : 0 - 20V,On-Board Ac Voltmeter : 0 - 20V,Load : Variable Resistive Load 10K,Filter Circuit : In-Built- Capacitor (3Nos.),In-Built- Inductor (1No.),Input Line Voltage : 230V Ac ± 10%, 50Hz] , Push-Pull Amplifier Trainer Kit [I.C Regulated Power Supply : +6 V.Digital Ac Voltmeter: 0 – 20 V.Digital Ac Milliammeter : 0 – 200 Ma.Set Of Resistances.Set Of Capacitors.Two Transistors Cl 100 And Ck 100.Connecting Wire.] , Fet Characteristics Trainer Kit [Variable Dc Regulated Power Supply Of 0-5V At 250Ma. Dual Range Dc Voltmeter Of 1.5V/15V.Dc Ammeter Of 0-20Ma.] , To Determine Frequency Response Characteristics Of Rc Coupled Amplifier Circuit And Calculation Of Bandwidth, Midband Gain, Input Impedance And Output Impedance For: (A) Single-Stage Amplifier (B) Double-Stage Amplifier [Sine Wave Oscillator 15Hz To 150Khz In Four Ranges With Amplifier & Amplitude Adjustable.Three Decade Resistances Bank In Steps Of 1K, 10K & 100K Per Steps Total Step 30.Two Pnp Transistors.] , Mosfet Characteristics Trainer Kit [On Board Ammeter And Voltmeter,Dual Variable Dc Power Supplies,On Board Mosfet And Fet With Resistors To Perform Experiments] , To Study The Input And Output Characteristics And To Find The H-Parameters Of A Bjt For : — (A) C-E Configuration, (B) C-C Configuration, (C) C-B Configuration [Power Supply 1) 0-1V Dc 2) 0-10V Dc.Meters Dc 65Mm Four Dial V, V , Ma Ua/ Ma.Transistor Cl100/ Similar] , Component Development System [Power Supplies On Boards 0-15 V And 0-30 V, 250 Ma Each Variable.Fixed Dc Regulated Power Supplies 15 V/250 Ma And 5 V/250 Ma.Ac Power Supply 15-0-15 V For Rectifier Applications.Various Components On The Trainer Set. ] , Kcl & Kvl Trainer Kit [Two Dc Ic Regulated Power Supplies 0-12 V/150 Ma, Two Mr65 Square/Digital Meters For Voltage & Current Measurement, 4 Mm Patch Cords Are Provided With The Trainer For Interconnections, Power Cords 230 V, 50 Hz] , Thevenin’S And Norton’S Theorems Trainer Kit [Power Supply 2?3?0?V, Regulated & Short Circuit Proof Variable Dc Voltage Source – 01 No. Fixed Resistance Of Different Values. Dc Voltmeter.Dc Ammeter. Glass Fuse For Short Circuit Protection. On/Off Switch With Indication Light. Patch Cords Suitable To The Terminals With Board For Easy Interconnection.All Above Accessories Will Be Fitted On Bakelite Sheet Fixed On Box.] , Superposition Theorem Trainer Kit [Instrument Comprises Of Two Fixed Output Dc Regulated Power Suppliesof 12V & 5V At 500 Ma Current, Three Moving Coilmeter, Circuit Diagram Printed On The Front Panel & Connections Ofsupplies, Meter & Resistances Brought Out At 4Mm Sockets. ] , Maximum Power Transfer Theorem Trainer Kit [Ammeter 30Ma Dc. Voltmeter 12V Dc. Power Supplies: Dc Supply Ic Regulated 0-12V Dc, 150Ma. Operated On Mains Power 230V, 50Hz +10% Components Are Mounted On The Panels Are: Resistances 2Watts Variable Resistor Voltage Control Through Potentiometer. Fuse For Short Circuit Protection. Patch Cords 4Mm.] , Reciprocity Theorem Trainer Kit [Instrument Comprises Of One Fixed Output Dc Power Supply Of 12V At 300 Ma Current, Two Moving Coil Meters, Circuit Diagram Printed On The Fornt Panel & Connections Of Supplies, Meters & Resistances Brought On Terminals.] , Series And Parallel Resonant Circuit Trainer Kit [Analog Meters: Ammeter 20Ma Ac. Voltmeter 20V Ac. Components Mounted On The Panels Are: 3 Nos. Of Resistors Selected By Rotary Switch. 3 Nos. Of Capacitors Selected By Rotary Switch. 3 Nos. Of Inductors Selected By Rotary Switch.] , Low Pass And High Pass Filter( Rc & Lc) Constant K Type Trainer Kit [Instrument Comprises Low Pass Circuit Rc Type Instrument Comprises Low Pass Circuit Lc Type Instrument Comprises High Pass Circuit Rc Type Instrument Comprises High Pass Circuit Lc Type Instrument Fitted In Highly Shockproof Plastics Box] , T And ? Type Attenuator Trainer Kit [Instrument Comprises Ofdc Ic Regulated Power Supplies 0-15V/150Ma. Two Mr65 Square / Digital / Round Meters For Voltage & Current Measurement. T And Pie Network Provided On The Board. Variable Resistor Using Band Switch Is Mounted On The Board. Instrument Fitted In Highly Shockproof Plastics Box. Sufficient No Of 4Mm Patch Cords For Interconnection Instruction Manual For Student Workbook. Power Cords 230V, 50Hz] , To Study Standing Wave Pattern For A Transmission Line Of Finite Length With: (A) Open Termination, (B) Short Termination, And © Matched Termination. [Transmission Line : Coaxial Cable 100M ( 25M X 4 Nos) Impedance Matching Resistance : 0 To 100 ( 02 Nos ) Test Generator : 1. Sine Wave : 4 Khz To 4 Mhz. 2. Square Wave : 10 Khz. Interconnections : 4 Mm Sockets On All Input / Output Connections. Test Points : 10 On Board Circuit Mimic : Illustrates Functional Blocks For Ease Of Experimentation Power Requirement : 230V 10% 50Hz, 1 Ac. Accessories Provided : I. Set Of Patch Cords. Ii. Bnc To Bnc Cable. Iii. Bnc To Crocodile. Iv. Detailed Instruction Manual.] , Digital Trainer Kit (Experiment 1. -To Verify The Truth Table Of Not, Or, And, Nand, Nor, Xor, X-Nor With Ttl Logic Gates And Cmos Logic Gates. Experiment 2.- To Realize Different Boolean Expressions With Logic Gates. Experiment 3.-To Realize Half-Adder, Full-Adder, Subtractor, Parallel And Serial Full-Adder. Experiment 4-To Design 1’S Complement, 2’S Complement And 9’S Complement Adder-Subtractor.) [Dc +5V , 400Ma; Dc +12V, 250Ma; Dc -12 V, 250Ma, Dc0 To + 30V: Variable 100Ma,Ac Output: 12V-Ct-12V, 150Ma; Logic Data 8-Bit Debounced Set/Clear Ttl Output With Bicolour Led; Clock Generator I Hz To 200Khz Variable & Manual, Ttl & /Ttl(Complement) With Bicolour Led;Logic Probes 8-Bit 3-State Led Display High, Low, High Impedance; Function Generator Sine, Square, Triangle, 1 Hz To 250 Khz;Bread Boards : 3 X 820 Tie-Points; Total Short Circuit Protection From Any To Any Point On Board] , Complete Setup To Implement The Truth Table Of Encoder,Decoder, Multiplexer And De-Multiplexer. [The Trainer Kit Should Be Able To Verify The Truth Tables Of Truth Table Ofencoder,Decoder, Multiplexer And De-Multiplexer.] , Complete Setup To Design/Construct Parity Generator, Checker And Comparator. [Industry Standard Specification To Perform Relevant Experiments. ] , Flip Flop Trainer Kit [Kit For Verification Of Jk, Sr, D, And T Flip-Flop Truth Tables] , Complete Setup To Design / Construct Binary Synchronous And Asynchronous Counter. [Industry Standard Specification To Perform Relevant Experiments. ] , Complete Setup To Design / Construct Programmable Up/Down Counter. [Industry Standard Specification To Perform Relevant Experiments. ] , Complete Setup To Design Controlled Shift Register And Study Their Function. [Industry Standard Specification To Perform Relevant Experiments. ] , Trainer Kit To Study Different Memory Ics [Industry Standard Specification To Perform Relevant Experiments. ] , A/D & D/A Converter Trainer [Industry Standard Specification To Perform Relevant Experiments. ] , Trainer Kit To Interface Ttl And Cmos Ics. [Industry Standard Specification To Perform Relevant Experiments. ] , 8051 Trainer Kit [Operating Frequency : 10Mhz Crystal,40-Pin Ic Base | 40Pin-Zif Socket,2×16 Char Lcd Display,32 I/O Pins,32Kb-Sram,32Kb-Eeprom.] , Ct-31/51 Or 8031/51 Microcontroller Trainer Kit With Led Display, Usb Interface & Inbuilt Power Supply [Operating At 10/12 Mhz, On Board 8K Ram,8/16K Bytes Of Eeprom,48 I/O Lines,Hexadecimal Keyboard And Six Seven Segment Displays,Rs-232C Interface,Usb Interface] , Ct-31/51Lcdadu8031/51 Microcontroller Trainer With Lcd Display, Usb Interface, Adc, Dac& Inbuilt Power Supply [Trainer Based On 8051/89C52 Microcontroller.On Board 32K Ram.64 K Bytes Of Eeprom.20 X 2 Lcd Display.48 I/O Lines. Onboard Adc & Dac.] , Adc Interface Module [Usb Interface, Adc Module Module 10 Channel 12Bit Ad Sampling Data Acquisition Stm32 Uart Communication Adc Module] , Dac Interface Module [Operating Voltage 2.7-5.5 V. Interface Type I2c. Resolution 12 Bits.] , Lcd Display Module [Display Contents :16 * 2 Characters (5*8 Dots ). Lcd Size :80 X 36 Mm .Lcd Thickness :9.5 Mm.] , Keyboard Interface Module [5X4 Keys Matrix Keyboard. ] , Dc Motor Controller Module [Driver Module : L298n. Motor Supply Voltage (Max.): 46V.Motor Supply Current (Max.): 2A. ] , Stepper Motor Controller Interface Module [Robocraze Stepper Motor(28Ybj-48 Dc 5V 4 Phase 5 Wire) + Uln2003 Driver Board Compatible With Arduino] , Trafic Light Controller Module [Led Traffic Lights Signal Module/Digital Signal Output Traffic Light Module] , Temperature Measurement Module [Electrobot Dht11 Digital Temperature & Humidity Sensor Module For Arduino And Rpi] , Operational Amplifier Trainer Kit ( Ic 741 ) [Inbuilt Variable/Fixed Dc Regulated Power Supplies.Output Voltages : 0-5Vdc (2Nos.) (Variable), +12Vdc (Fixed).Transistor & Components Provided Ic : 741.Transistor : Cl 100 (Npn).] , Active Filter Trainer Kit (Lpf, Hpf, Bpf) [Opamp Based First Order Lpf, Hpf, Bof Trainer Kit (Mi-A14)] , Application Of Ic555 Timer Trainer Kit (Astable & Monostable Mv) [In-Built Regulated Dc Power Supply.On Board Manual Pulse Generator For Triggering The Monostable And Bistable Circuit.Inbuilt Led Output Indicator.Symbols And Diagram Are Printed On Glass Epoxy Pcb.] , Opamp Based Oscillator Trainer Kit ((A) Hartley, (B) Colpitt, (C) Phase Shift, (D) Wein Bridge) [Op-Amp Oscillator Trainer Mi-A13. Frequency 50-60 Mhz.] , Crystal Oscillator Trainer Kit (741 Based) [Industry Standard Specification To Perform Relevant Experiments. ] , Function Generation Kit (Using Icl8038) [Icl8038 Function Signal Generator Sine Triangle Wave Kit Diy Professional K5e8.Uses Icl8038 And High-Speed Op Amp, Higher Accuracy. Low Distortion Sine Wave: 1%.] , Voltage Regulator Trainer Kit (Using Ic723) [0-35V D.C. At 250Ma, Countinously Variable Unregulated Power Supply.D.C. Milliammeter, 65Mm Rectangular Dial With Switch Selectable Ranges Of 50Ma And 250Ma.D.C. Voltmeter, 65Mm Rectangular Dial With Switch Selectable Ranges Of 10V And 40V.Ic 723 Fitted On Base.Three Potentiometers.] , Function Generator Trainer Kit [Frequency Ranges: 1? Hz To 1?0? Hz, 1?0? Hz To 1?0?0? Hz Fuse:3?5?0? Ma, Slow Blow Automation Grade: Manual Power Supply:Max 2?3?0?V Ac, 5?0? Hz +/- 1?0?%] , Maxwells Bridge Trainer Kit [The Kit Contains A Bridge With Provision For Connections Of Capacitors And An Unknown Inductor. In Built Ac Supply [ 1 Khz And 2 Vpp ] And Dc Supply [ +5 V ] On Board. Two Nos Dial Resistances [ 50 Ohm To 200 Ohm ] And [ 1 Ohm To 11 Ohm ] In Step. A Dc And Ac Null Detector Using Selector Switch. A Dial Type Variable Capacitor [ Range 0.2 Uf Ro 1.2 Uf ] And Six Nos. Unknown Inductors [ Range 1 Mh To 12 Mh ].] , Lvdt Trainer Kit [Excitation Source Built In Ac Source 2.5 Khz Sine Approx. L.V.D.T. In Non Metallic Structure. Micrometer One (For Displacement) Displacement Range 10Mm. Test Points Sockets At Different Places For Signals. Potentiometer Two For Zero & Calibration Adjust Display (Mm) 3.5 Digit Digital Power Supply Ic Regulated Phase Detection Balanced Demodulator Power Supply Short Circuit &Overload Protected Mains 230V/50Hz Ac] , Strain Gauge Trainer Kit [Strain Gauge: 4 Mounted Upon Cantilever 150X3.5X3.5Mm, Stable Dc Voltage For Strain Gauge Bridge, Opamp Based,Precision Instrumentation Amplifier With Variable Gain,Potentiometer For Zero And Calibration Adjust,3.5 Digit Display For Strain/Weight, 230V 50Hz Ac] , Temperature Transducers Kit Using (A) Rtd (Pt-100) (B) Thermistor. [12 - 0 - -12 V 500Ma To Drive Digital Integrated Circuitry. 5 - 0 - -5 V 250Ma To Drive A To D Converter Signal Conditioning And Amplifying :Analog To Digital Converter. Display : 31/2 Digit Led Display Of 200 Mv Fsd Initial Set : Single Turn Potentiometer To Set Initial Temperature ( Room Temperature) Final Set : Single Turn Potentiometer To Calibrate The Instrument ( Max. Temperature) Select : 2 Way Rotary Switch To Select Rtdand Thermistor. Power On : Rocker Switch To Control Power Supply To The Instrument.] , Calibration Of A Single-Phase Energy Meter By Phantom Loading Trainer Kit [Usage/Application: Lab Experiment Connection:4?-Mm Patch Cord Single Phase Automation Grade:Manual Power:2?0?0? W Voltage:2?2?0?-2?4?0? V] , Calibration Of A Voltmeter Using Crompton Potentiometer Trainer Kit [This Trainer Is Supplied Along With Highly Regulated Dc Power Supplies To Operate The Unit. Further To Calibrate Pmmc Meters, Necessary Ratio Boxes Also Provided. Resistors Used In This Unit For Coarse And Fine Are Very Standard Type Made Of Manganin. This Enable The User To Measure The Potential In A Circuit Close To Micro Volts. Necessary Schematic/Wiring Diagram Printed On The Panel To Follow And Conduct Experiments. User Manual And 4Mm Patch Cords Supplied. Accessories Included: Necessary Dc Power Supplies, Ratio Boxes & Galvanometer Are Provided Alongwith The Unit.] , Cro Demonstration Kit [Crt : 6Rectangular Screen With Internal Graphical 8X10 Division (1Div-1Cm) Vertical Deflection Display : Ch1, Ch2, Add, Alt & Chop Deflection Factor : 5Mv/Div To 5V/Div +3%, 1Mv/Div To 1V/Div, +5% (X5), 10 Steps Rise Time : <17.2Ns Maximum Input Voltage : 250 (Dc + Ac Peak Value) When <1Khz (250V, Dc +Ac) Input Coupling : Ac, Dc & Gnd Polarity Selection : + (Ch2 Only) Display Mode : 1, 10 & X-Y Horizontal Deflection Time Base : 0.2Us/Div To 0.2S/Div, 9 Ranges Sweep Expansion : X10 Accuracy : +3% Triggering Mode : Auto, Norm, Tv-V, Tv-H Triggering Source : Int, Line & Ext. Trigger System Auto : 20Hz-20Mhz Norm : 0.5 Div Int, 0.5 Vp-P Ext Tv-H : At Least 1 Div Or 1 Vp-P Input Impedance : 1Mohm X-Y Phase Difference : <3 Degree, Dc-50 Khz Calibration Waveform : Frequency 1Khz 2%,Voltage 0.5 V 1%, Block Diagram Printed On The Top Panel, Power Requirement: 220 Vac +10% , 50 Hz] , Q-Meter Kit Formeasurement Ofq Of Coils. [Inductance Range:199.9Mµh-19.99H Resistance Range (Ohm):19.99O-19.99M? Capacitance Range:199.9P-1.999?F Capacitance Accuracy: ±(1%±2) Digital Lcr Bridge Meter Power:220 Volts/50Hz ±10%] , Spectrum Analyzer Trainer Kit [Industry Standard Specification To Perform Relevant Experiments. ] , Public Address System Trainer Kit [To Test The Performance Of Loudspeaker And Microphone; Power Output: 100W Rms At 10% Thd Pre-Amplifier Output: 200Mv; Line Output: 1V/ 1K?; Input Channels: Mic: 2Nos; Frequency Response : 65 Hz To 15 Khz +/- 3Db Tone Controls : Bass, Treble, Master 1Control; Speaker Outputs : 4 , 8 , 16 , 70-100V Line Matching; Speakers : 2 Nos; Microphones : 2 Nos(Dynamic Microphone)] , Demonstration Kit Of Black & White Tv Trainer [To Learn The Practical Aspects And Faults Which Would Occur Often In The Black And White Tv. All The Fault Switches Are Provided To Conduct Fault And Observe The Output. The Test Points Are Provided To Determine The Voltages At The Different Sections Of The Tv And Observe The Signal Output Of The Various Sections. The Output Is Monitored On A 20” Picture Tube.] , Demonstration Kit Of Colour Pattern Generator For Colour Tv [They Should Be Able To Make Various Patterns, Including Vertical Bar Patterns, Horizontal Bar Patterns, Circle Patterns, 100% White Patterns, Check Patterns, Horizontal Bar Patterns, Vertical Bar Patterns, Color Bar Patterns, Red Color Patterns, Green Color Patterns, Blue Color Patterns,Yellow Color Patterns, Magenta Color Patterns, And Cyan Color Patterns. Learning Materials To Be Included: Theory, Procedure, Reference Results, Etc.] , Demonstration Kit Of Colour Led Tv Trainer [Display Type: Led; Hd Screen Size: 24 Inch (50Cm) Or More; Display Resolution: 1600 X 900 Pixels Or More; Video Interface: Video Input/ Vga, Hdmi And Or Dvi Input; Audio Output Power: 8W X 2; Receiving System: Pal Bg/I/Dk And Ntsc; Channel Coverage: Vhf-2-12, Uhf21-69; Catv (X~Z+2, S11s41) Mains Supply: 110-260V Ac ± 10%, 50/60Hz; Power Consumption: 35W] , Demonstration Kit Of Dth Trainer Kit [Colour Tft Lcd: 5.7” Tft Lcd; Rf Input: 950 - 2150 Mhz; Rf Output: 470 Mhz Two 862Mhz; Video Output: Pal/Ntsc; Uplink Satellite: Insat 4B; Test Points: 34 Nos.; Included Accessories: Mains Cord, Power Supply, Remote, Dish Antenna With Accessories, Lnb] , Demonstration Kit Of Photocopier [Interface Hi-Speed Usb 2.0 Copy Speed Simplex To Simplex Up To 20 Ppm In A4 (21 Ppm In Letter) Scan Method Color Cis Compatibility Twain, Wia Fault-Creating Facilities For Crum, Thermistor, Stepper Motor, Pickup Clutch, Feed Sensor, Width Sensor, Scanner Stepper Motor, Scanner Sensor, And Printer Door. Various Fault Switch With Test Points Provided On-Board.] , Demonstration Kit Of Fully Automatic Washing Machine Trainer Kit [Semi/Fully Automatic Washing Machine Mechanical Controls 30 Minutes Timer, Wash/Spin Control Atleast 6 Liter Capacity Machine Fault Switches For Wash Motor, Spin Motor, Lid Opening, Buzzer Etc All Faults Are Mounted On Pcb With Enclosure] , Demonstration Kit Of Microwave Oven Trainer Kit [Type: Solo; Capacity: >15 Ltr; Power Consumption: 600 Watt Or More: Child Lock And Alarm, Various Test Points] , Demonstration Kit Of Refrigerator [Industry Standard Specification To Perform Relevant Experiments. ] , Demonstration Kit Of Air Conditioner. [Industry Standard Specification To Perform Relevant Experiments. ] , Tdmpulse Code Modulation Trainer Kit [Crystal Frequency: 12/16 Mhz On Board Generators, 1. Adjustable Amplitude Sine Generator Of 500Hz & I Khz (Synchronised) 2. Variable Amplitude Dc Level (2 Nos.) Input Channels: Two Multiplexing: Time Division Multiplexing Modulation: Pulse Code Modulation Sync Signals: Pseudo Random Sync. Code Modulation Error Check Code: Off, Odd, Even, Hamming Operating Modes: Fast 240 Khz Channel (Approx) And Slow I Khz Channel (Approx) Pc - Pc Communication: 2 Channel Via Rs 232 Baud Rate: Selectable From 300 To 2400 Fault Switches : 8 Nos. Through 8 Way Dip Switch For Troubleshooting At Different Blocks Should Include Various Test Points] , Tdm Pulse Code Demodulation Trainer Kit [2 Channel Time Division Multiplexed Pulse Code Modulation Receiver. Fast (240 Khz/Channel Approx) And Slow (1Hz. /Channel Approx.) Mode Of Operation Pseudo Random Sync. Code Generator For Frame Synchronization. Receiver Clock Generation Using Pll. Error Detection Of None, Even, Odd, Hamming. Error Correction Using The Hamming Code Technique None, Even, Odd, Hamming Parity Selections Two Nos. Of 4Th Order Butterworth Low Pass Filter With Cut Off Frequency Of 3.4 Khz. Four Switched Faults For Fault Selection Block Description Screen Printed On Glassy Epoxy Pcb] , Fdm Transmitter / Receiver Kit [Two Variable Modulating (Sinusoidal) Input Channels With Provision Of Voice Inputs Two Dsbsc Modulators For Frequency Band Translation Of Two Test Signals Two Carrier Generators Two Sets Of Audio Input Amplifier One Adder/Transmission Amplifier Two Demodulators Two Low Pass Filters For Smooth Output] , Ask / Psk / Fsk Modulation And Demodulation Kit [The Kit Should Have An Integrated Ask / Psk / Fsk Modulation And Demodulation. Various Functional Block Diagrams Are Provided On-Board For Teaching/Training. Test Points To Visualize The Signals On Oscilloscopes] , Microwave Test Bench (Klystronbased) [Complete Klystron-Based Test Bench Study Of The Characteristics Of The Klystron Tube And To Determine Its Tuning Range, To Determine The Frequency & Wavelength In A Rectangular Waveguide Working On Te 10 Mode, It Should Also Be A Ble To Study Characteristics Of The Directional Coupler, Attenuator And Isolator.] , Microwave Test Bench (Gunn Based) [To Study The V-I Characteristics Of Gunn Diode, To Study The Voice Communication By Using Microwave Test Bench, To Study The Following Characteristics Of Gunn Diode, It Should Also Be A Ble To Study Characteristics Of The Directional Coupler, Attenuator And Isolator.] , 24 Awg Tinned Single Strand Jumper Wire Spool Blue Colour [90 Meter Spool] , 24 Awg Tinned Single Strand Jumper Wire Spool Green Colour [90 Meter Spool] , 24 Awg Tinned Single Strand Jumper Wire Spool Red Colour [90 Meter Spool] , 24 Awg Tinned Single Strand Jumper Wire Spool Black Colour [90 Meter Spool] , Flexible Electric Wire [2 Core, Twisted Flexible, Red And Black, 0.5 Sq Mm Copper Core, 50M Length] , Soldering Wire [Flux Core, Coil Type (Wire Of 100Gm )] , Inductor 1 Mh [8X10 Mm Radial Leaded Power] , Inductor 10 Mh [8X10 Mm Radial Leaded Power] , Led Red, Green, Blue, White Colour. Fifty Numbers Of Each Colour Led. [0.5W, Through Hole Type] , Ic 7400 [Ttl Ic-Quad 2-Input Nand Gate] , Ic 7402 [Ttl Ic-Quad 2-Input Nor Gate] , Ic 7404 [Ttl Ic-Hex Inverter Gate] , Ic 7408 [Ttl Ic-Quad 2-Input And Gate] , Ic 7432 [Ttl Ic-Quad 2-Input Or Gate] , Ic 7486 [Ttl Ic-Quad 2-Input Xor Gate] , Ic 7474 [Ttl Ic-Dual D Positive Edge Triggered Flip-Flop, Asynchronous Preset And Clear] , Ic 7476 [Ttl Ic-Dual J-K Flip-Flop, Asynchronous Preset And Clear] , Ic 7490 [Ttl Ic-Decade Counter (Separate Divide-By-2 And Divide-By-5 Sections)] , Ic 7495 [Ttl Ic-4-Bit Shift Register, Parallel In, Parallel Out, Serial Input] , Ic 74200 [Ttl Ic-256-Bit Ram (256X1)] , Ic 74147 [Ttl Ic Encoder] , Ic 74138 [Ttl Ic 3 To 8 Line Decoder] , Ic74151 [Ttl Ic Multiplexer] , Ic74138 [Ttl Ic Demultiplexer] , Ic 74169 [Ttl Ic Up-Down Counter] , Ic 74180 [Ttl Ic Parity Checker/Generator] , Ic 74Ls83 [Ttl Full Adder With Carry Ic] , Ic 74330 [Ttl Ic-Pla (12 Inputs, 50 Terms, 6 Outputs)] , Ic 4077 [Cmos Ic Xnor Gate] , Ic 4001 [Cmos Ic Nor Gate] , Ic 4011 [Cmos Ic Nand Gate] , Ic 4070 [Cmos Ic Exor Gate] , Ic 4071 [Cmos Ic Or Gate] , Ic 4077 [Cmos Ic Ex-Nor Gate] , Ic 4081 [Cmos Ic And Gate] , Ic 4093 [Cmos Ic Nand Gate] , Ic74ls47 [Bcd To 7-Segment Decoder/Driver Ic (7447 Ic) Dip-16 Package] , Lts542 [7-Segment Display - Common Anode] , Lts543 [7-Segment Display - Common Cathode] , Ic Dac0808 [Dac0808 8-Bit Digital To Analog D/A Converter Ic Dip-16 Package] , Ic Adc0809 [Adc0809 8-Bit A/D Converter With 8-Channel Multiplexer Ic Dip-28 Package] , Ic723 [Voltage Regulator Ic Input Voltage Up To 40V Output Voltage Adjustable From 2 To 37V Positive Or Negative Supply Operation Series, Shunt, Switching Or Floating Operation Output Current To 150Ma Without External Pass Transistor Adjustable Current Limiting] , Icl8038 [Function Generator Ic Wide Frequency Range - 0.001Hz To 300Khz Variable Duty Cycle - 2% To 98% High Level Outputs - Ttl To 28V Simultaneous Sine, Square, And Triangle Wave Outputs] , Ad633 [Analog Multiplier Ic 4-Quadrant Multiplication Low Cost, 8-Lead Soic And Pdip Packages Complete—No External Components Required Laser-Trimmed Accuracy And Stability Total Error Within 2% Of Full Scale Differential High Impedance X And Y Inputs High Impedance Unity-Gain Summing Input Laser-Trimmed 10 V Scaling Reference] , Lm566 [Vco Ic Wide Supply Voltage Range: 10V To 24V Very Linear Modulation Characteristics High Temperature Stability Excellent Supply Voltage Rejection 10 To 1 Frequency Range With Fixed Capacitor Frequency Programmable By Means Of Current, Voltage, Resistor Or Capacitor] , Ic Ne555 [Ne555 Timer Ic Dip-8 Package, Pack(Set) Of 30 Ics] , Ic 741 Op-Amp (Dip) [741 Ic - Dip Package - General Purpose Op-Amp Ic, Pack(Set) Of 50 Op-Amps] , Transistor 2N3904 [Pack (Set) Of 20 Transistors] , Transistor Bc107b [Pack (Set) Of 20 Transistors] , Diode 1N4007 [Pack (Set) Of 50 Diodes] , Fet- Bfw10 [Pack (Set) Of 50 Field Effect Transistors] , Zener Diode 5.6V, 1W [Pack (Set) Of 20 Zener Diodes] , Potentiometer 1 K?, 10 K?,100 K? Power Rating: 1W [20 Nos Of Each Value] , Wire Stripping Pliers, 6 Inch Long [Stainless Steel, Rust Resistant.] , Long Nose Mini-Pliers [Stainless Steel, Rust Resistant.] , Resistor 33O, 56O, 68O, 82O, 100O, 120O, 200O, 220O, 270O, 330O, 390O, 470O, 680O, 1K?,1.5K?. Maximium Power Rating 1/4W [Pack(Set) Of 50 Nos Of Each Resistor Value] , Resistor 2.2K?, 2.7K?, 3K?, 4.7K?, 5.6K?, 6.8K?, 8.2K?, 10K?, 20K?, 36K?, 56K?, 68K?, 100K?, 470K?, 1M?, 2M? Maximium Power Rating: 1/4W [Pack(Set) Of 50 Nos Of Each Resistor Value] , Disk Ceramic Capacitor Of Values 220 Pf, 0.01 ?F, 0.024?F, 0.1?F, 0.24?F [Pack(Set) 25 Nos Of Capacitors For Each Valueh] , Disk Ceramic Capacitor Of Values 10?F(63V), 100?F, 220?F, 470?F(50V) [Pack(Set) Of 25 Nos Of Capacitors For Each Value] , Polypropylene Capacitor Of Values 0.001 ?F,0.01 ?F, 0.1 ?F, 0.22 ?F [Pack(Set) Of 25 Nos Of Capacitors For Each Value] , Tantalum Capacitor 10 ?F (25 V) [Pack(Set) Of 25 Capacitors] , Incandescent Bulb, 40W, 100W, 200 W [With Tungstenfilament And B22 Connector]
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 10
West Bengal View Result →
14.
Housing Urban and Rular Development #11133788 Technical Bid
Tender For Excavation In Soil In Hilly Area In All Heights And Depths In All Kinds Of Soil Including Saturated Soil Comprising Of Mixed Soil, Ordinary Rock And Hard Rock. All Work Of Rock Cutting By Blasting Shall Be Carried Out By Taking All Necesary Precautions Against Soil Erosion, Damages To Hill Side,Water Pollution Etc. And To Protect Stability Of Hill Side .Rock Shall Be Excavated With Chiseling And Wedging Out Of Rock (Where Blasting Is Prohibited) .All Earth Work In Cutting/Excavation Including Rock Excavation Shall Be Carried Out True To Lines ,Grades,Sides Slopes,Width,Camber,Super-Elevation And Level As Shown On The Drawing And As Directed By The Engineer-In-Charge In Conformity With The Requirement Of Mord Technical Specification For Rural Road, Section. 300 & 1600 To Achive Designed Formation Width Including Hauling And Stacking Of Materials Useful For Constrcution At Suitable Sites Safe Manner And Disposal Of All Surplus Material To The Approved Dumping Sites Through All Modes Of Transportation Including Head Load And Animal Transport And Mechanical Means Along With Its Levelling, Fine Dressing And Carriage Of Machineries, Tools, Equipments And Safety Measures And Other Incidentals Necessary To Complete The Work By Mechanical Means And Labour If Required. The Land For Dumping Sites Shall Be Arranged By The Contractors Himself And Nothing Extra Shall Be Paid On This Account,Filling Of Unevenness Blind Age And Finishing Of The Road To Specified Dimensions Or As Directed By The Engineer-In-Charge For Smooth Riding.The Recovery For Stones ,Whether Useful Or 5837.92 (Five Thousand Eight Hundred Thirty Seven Point Nine Two) Cubic Metre At The Rate Of Rs 300/-Only (Rupees Three Hundred Only ) Per Cubic Meter Shall Be Effected On Prorata Basis In All Circumstances .Any Loss To The Public And Private Property During The Course Of Excavation Shall Be The Absolute Responsibility Of The Contractor ,Which Shall Have To Be Duly Compensated By Him In All Cases. , Earth Work In Excavation For All Type Of Road Structure Such As Retaining Walls, Breast Walls, Culverts, Drain And Parapets Etcetra In All Type Of Classification Of Soil Comprising Of Ordinary Soil, Ordinary Rock, Hard Rock Chiseling /Wedging Out Rocks (Where Blasting Is Prohibited) As Per Drawings And M.O.R.D. Technical Specification Section 300 And 1600 And As Per Direction Of The Engineer- In - Charge Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Materials And Disposal Of Materials Upto Any Lead And Lift Including Dressing Of Sides, Bottom And Back Filling In Trenches With Excavated Suitable Approved Material To The Original Surface In Layer Not Executing 150 Mm (One Hundred Fifty Millimetre) Compacted Thickness Including Shoring And Strutting And Pumping And Bailing Out Water (Surface And Sub Soil Water ) Upto Any Depth Any Quantam Of Water Including Cleaning Of Slush Which May Arise Out During Dewatering Complete As Per Direction Of Engineer-In-Charge. Including Carriage Of Materials Within All Leads, Lifts And Other Incidentals. The Rate Is Including Octroi, Royality, Malkana, Toll Tax Or Any Other Taxes Imposed By The Government But Excluding Gst. , Providing And Laying Concrete Mechanically Mixed And Vibrated 1:4:8 (One Cement Isto Four Sand Isto Eight Graded Crushed Stone Aggregate 40 Mm (Forty Milimetre) Nominal Size For Plain /Reinforced Concrete In Open Foundations And Plinths Or Similar Works Complete As Per Drawing And Mord Technical Specification Rural Roads Section 800, 900, 1200 And 1600 Including Carriage Of Materials Upto All Leads Lifts And As Per The Direction Of Engineer-In-Charge.The Rate Is Including Octroi, Royality, Malkana, Toll Tax Or Any Other Taxes Imposed By The Government But Excluding Gst. , Providing And Laying Concrete Mechanically Mixed And Vibrated 1:4:8 (One Cement Isto Four Sand Isto Eight Graded Crushed Stone Aggregate 25 Mm Nominal Size For Plain /Reinforced Concrete In Open Foundations And Plinths Or Similar Works Complete As Per Drawing And Mord Technical Specification Rural Roads Section 800, 900, 1200 And 1600 Including Carriage Of Materials Upto All Leads Lifts And As Per The Direction Of Engineer-In-Charge.The Rate Is Including Octroi, Royality, Malkana, Toll Tax Or Any Other Taxes Imposed By The Government But Excluding Gst. , Random Rubble Stone Masonry In Cement-Mortar (1:6) For Substructure Complete As Per Drawing & Mord Technical Specification Sections 700 And 1200 Including Carriage Of Materials, Within All Leads, Lifts And Other Incidentals. The Rate Is Including Octroi, Royality, Malkana, Toll Tax, And Any Other Taxes Imposed By The Government But Excluding Gst. , Construction Of Dry Rabble Masonry For Retaining Walls, Breast Walls, Revetment Walls And Parapets Etc. For Sub Structure And Super Structure Complete As Per Drawing And Mord Technical Specification Sections 700 And 1300 Including Carriage Of Materials, Within All Leads, Lifts And Other Incidentals. The Rate Is Including Octroi, Royality, Malkana, Toll Tax, And Any Other Taxes Imposed By The Government But Excluding Gst. , Back Filling Behind Abutment, Wing Wall And Return Wall And Retaining Wall With Granular Material Complete As Per Drawings And Mord Technical Specification Section 1200 &1600 Including Carriage Of Materials With In All Leads And Lifts And As Per The Direction Of Engineer-In-Charge.The Rate Is Including Octroi, Royality, Malkana, Toll Tax Or Any Other Taxes Imposed By The Government But Excluding Gst. , Providing Weapholes In Brick Masonry /Stone Masonry /Plain Reinforced Concrete Abutment, Wing Wall, Return Wall With 100Mm (One Hundred Milimetre) Dia (Inner Dia) Pvc Pipe Extending Through The Full Width Of The Structures With Slop Of 1(V);20 (H) Towards Drawing Face Complete As Per Drawings And Mord Technical Specifications Section 1200 And As Per Entire Satisfaction,Directin By Engineer-In-Charge And Including Carriage Of Materails With In All Leads And Lifts.The Rate Is Including Octroi, Royality, Malkana, Toll Tax Or Any Other Taxes Imposed By The Government But Excluding Gst. , Providing And Laying Of Boulder Apron Laid In Wire Crates With 4 Mm (Four Millimetre) Dia Gi Wire Conforming To Is:280 And Is:4826 In 100 Mm X 100 Mm (One Hundred Millimetre Into One Hundred Millimetre) Mesh (Woven Diagonally) Including 10 % (Ten Percent) Extra For Laps And Joints Laid With Stone Boulders Weighing Not Less Than 40 Kg (Forty Kilogram) Each As Per Drawing And Mord Technical Specifications Section 1300 Including Carriage Of Materials Within All Leads, Lifts And Other Incidental . The Rate Is Including Octroi, Royality, Malkana, Toll Tax Or Any Other Taxes Imposed By The Government But Excluding Gst. , Loosening Of The Ground Upto A Level Of 300 Mm (Three Hundred Millimetre) Below The Subgrade Level, Watered, Graded With Motor Grader And Compacted In Layers To Meet Requirement Of Tables 300.1 And 300.2 Of Mord With Three Wheel 80-100 (Eighty To One Hundred) Kn Static Roller For Subgrade Construction As Per Mord Technical Specification Section 300. As Per Direction Of Engieer-In-Charge.The Rate Is Including Octroi, Royality, Malkana, Toll Tax Or Any Other Taxes Imposed By The Government But Excluding Gst. , Construction Of Subgrade And Earthen Shoulders With Approved Material Obtained From Borrow Pits With In All Lifts And Leads, Transporting To Site, Spreading, Grading By Mechanical Means To Required Slope And Compacted With Three Wheel 80-100 (Eighty - Hundred) Kn Static Roller To Meet Requirement Of Table 300.2 Complete As Per Mord Technical Specification Section 300 & 1600 And As Per Direction Of Engineer-In-Charge Including Carriage Of Materials Within All Leads, Lifts And Other Incidentals. The Rate Is Including Octroi, Royality, Malkana, Toll Tax Or Any Other Taxes Imposed By The Government But Excluding Gst. , Construction Of 1St Layer Bio Enzyme (100 Mm) Based Soil Stablised Layer (Accredited By Irc) To A Required Thickness As Per Manufacturer Design With Local Soil Material/Gravel/Murram, Having Cbr Greater Than Equal To 5% And Treating It With Bio Enzyme In The Ratio 1L For 12.5 Cum Soil , Spreading In Uniform Layer With Motor Grader On Prepared Surface. Mixing By Mix In Place Method With Rotavator At Omc And Compacting With Smooth Wheel Roller To Achieve The Desired Density Complete As Per Technical Specification Incl All Labour, Materials, Like Soil And Metal, Equipments Etc., Complete, Including Supervision (Supervisor Shall Be Provided By Bio Enzyme Vendor) As Per The Directions Of The Engineer Incharge Of The Work . Bio Enzyme Supervisor Accomodation, Food And Local Transport Will Be In Scope Of Contractor.The Soil Will Have Clay Percentage By Hydrometry Between 8% To 30%, Including Carriage Of Material Within All Leads, Lifts And Other Incidentals. The Rate Is Including Octroi, Royality, Malkana, Toll Tax, And Any Other Taxes Imposed By The Government But Excluding Gst. , Construction Of 2Nd Layer Bio Enzyme (100 Mm) Based Soil Stabilised Layer (Accredited By Irc) To A Required Thickness As Per Manufacturer Design With Local Soil Material/Gravel/Murram, Having Cbr Greater Than Equal To 6% And Treating It With Bio Enzyme In The Ratio 1L For 15.0 Cum Soil With 25% 40Mm Crusher Broken Metal(Of Compacted Thickness) In Desing Mix, Spreading In Uniform Layer With Motor Grader On Prepared Surface. Mixing By Mix In Place Method With Rotavator At Omc And Compacting With Smooth Wheel Roller To Achieve The Desired Density Complete As Per Technical Specification Incl All Labour, Materials, Like Soil And Metal, Equipments Etc., Complete, Including Supervision (Supervisor Shall Be Provided By Bio Enzyme Vendor) As Per The Directions Of The Engineer Incharge Of The Work . Bio Enzyme Supervisor Accomodation, Food And Local Transport Will Be In Scope Of Contractor.The Soil Will Have Clay % By Hydrometry Between 8% To 30% , Including Carriage Of Material Within All Leads, Lifts And Other Incidentals. The Rate Is Including Octroi, Royality, Malkana, Toll Tax, And Any Other Taxes Imposed By The Government But Excluding Gst. , Applying Of Curing Material Terracure After The Application Of Bio Enzyme Layer For By Mixing Terracure With Water In The Ratio Of 1:200 And Then Appyling The Mixed Solution @ 3 Litres For 1 Sq.Mt. The Rate Is Including Octroi, Royality, Malkana, Toll Tax Or Any Other Taxes Imposed By The Government But Excluding .Malkana, Toll Tax Or Any Other Taxes Imposed By The Government But Excluding Gst. , Providing And Applying Primer Coat With Bitumen Emulsion (Ss-I) On The Prepared Surface Of Granular Base Including Cleaning Of Road Surface With Hydraulic Brooms And Spraying Primer At The Rate 1.00 Kg. (Zero Point Eight Five Kilogram) Per Square Metre Using One Part Of Bitumen Emulsion Ss-I And Two Parts Of Water Mixed With Nano Technology Tera Prime Emulsion @ 1% (One Percent) Of Weight Of Emulsion By Mechanical Means As Per M.O.R.D. Technical Specifications Section 500 As Per The Entire Satisfaction And Directions Of Engineer - In- Charge Including Carriage Of Materials Within All Leads,Lifts And Other Incidentals . The Rate Is Including Octroi, Royality, Malkana, Toll Tax Or Any Other Taxes Imposed By The Government But Excluding .Malkana, Toll Tax Or Any Other Taxes Imposed By The Government But Excluding Gst. , Providing And Applying Tack Coat With Bitumen Emulsion (Rs-I) On The Prepared Bituminious Surface Cleaned With Hydraulic Broom And Spraying With Bitumen Emulsion Pressure Distributor At The Rate 0.250 Kg (Zero Decimal Two Five Zero Kilogram) Per Square Metre Using One Part Of Bitumen Tack Emulsion Rs-I And Two Parts Of Water Mixed With Nano Technology Nanotac @ 1.4% (One Decimal Four Percent) Of Weight Of Emulsion As Per Mord Technical Specification Section 500, And As Per Direction Of Engineer-In-Charge, Including Carriage Of Materials Within All Leads, Lifts And Other Incidentals. The Rate Is Including Octroi, Royality, Malkana Toll Tax And Other Taxes Imposed By The Government But Excluding Gst. , Providing, Laying And Rolling Of Close-Graded Mix Seal Surfacing Material Of 20 Mm Thickness Composed Of 11.2 Mm To 0.09 Mm (Type-A) @ 0.338 Kg/Per Ten Square Meter Aggregates Using Penetration Grade Bitumen @ Ie Binders Content @27.50Kg/10Sqm Or 5.11% By Weight And Minimun Density Of Mss Should Be 2.10 Gm/Cc To Required Line, Grade And Level To Serve As Wearing Course On A Previously Prepared Base, Including Mixing In A Suitable Plant, Laying And Rolling With A Three Wheel 8-10 Kn Static Roller And Finishing To Required Level And Grades As Per M.O.R.D. Technical Specifications Section 500 Including All Leads, Lifts And Carriage Of Materials Complete As Per Entire Saisfication Of The Engineer In Charge. The Rate Is Including Octroi, Royality, Malkana Toll Tax And Other Taxes Imposed By The Government But Excluding Gst. , Construction Of Granular Sub-Base(Grade-1) By Providing Well Graded Materials,Spreading In Uniform Layers With Tractor Mount Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Three Wheel 80-100 (Eighty-Hundred) Kn Static Roller To Achieve The Desired Density, Complete As Per Mord Technical Specification Section 400 For Grading-I Material, As Per The Entire Satisfaction And Directions Of Engineer-In-Charge Including Carriage Of Material Within All Leads, Lifts And Other Incidentals. The Rate Is Including Octroi, Royality, Malkana, Toll Tax Or Any Other Taxes Imposed By The Government But Excluding Gst. , Providing, Laying, Spreading And Compacting By Mechanical Means Crushed Stone Aggregate Size 63Mm To 45Mm ( Sixty Three Millimetre To Forty Five Millimetre) Grading-Ii 75Mm ( Seventy Five Millimetres) Consolidated Thickness To Water Bound Macadam Specification Including Spreading In Uniform Thickness Using Template, Hand Packing, Rolling With Three Wheel 80-100 (Eighty To One Hundred) K.N. Static Roller In Stages To Proper Grade And Camber Including Applying And Brooming, Stone Screening Type-B Of Size 11.2Mm ( Eleven Point Two Milimetres) Nominal Size At The Rate Of 0.20 Cum ( Zero Point Two Zero Cubic Metres) Per Ten Square Metres And Binding Material At The Rate Of 0.06 Cum ( Zero Point Zero Six Cubic Metre) Per Ten Square Metre To Fill Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density As Per M.O.R.D. Technical Specifications Section 400 And As Per The Entire Satisfaction And Direction Of Engineer - In- Charge Including Carriage Of Materials Within All Leads, Lifts And Other Incidental The Rate Is Including Octroi, Royality, Malkana, Toll Tax Or Any Other Taxes Imposed By The Government But Excluding Gst. , Providing, Laying, Spreading And Compacting By Mechnical Means Of Crushed Stone Aggregate Size 53Mm To 22.4Mm ( Fifty Three Millimetre To Twenty Two Point Four Millimetre) Grading-Iii [75Mm( Seventy Five Millimetres) Consolidated Thickness] To Water Bound Macadam Specification Including Spreading In Uniform Thickness Using Template, Hand Packing, Rolling With Three Wheel 80-100 K.N. (Eight To One Hundred) Static Roller In Stages To Proper Grade And Camber, Including Applying And Brooming, Stone Screening Type-B Of Size 11.2Mm ( Eleven Point Two Milimetres) Nominal Size At The Rate Of 0.18Cum (Zero Point One Eight Cubic Metres) Per Ten Square Metres And To Fill Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density As Per M.O.R.D. Technical Specifications Section 400 And As Per The Entire Satisfaction And Direction Of Engineer - In- Charge Including Carriage Of Materials Within All Leads, Lifts And Other Incidental. The Rate Includes Octroi, Royality, Malkana, Toll Tax Or Other Taxes Imposed By The Government But Excluding Gst. , Painting Lines, Dashes, Arrows, Etc. On Roads In Two Coats On New Work With Ready Mixed Road Marking Paint Conforming To Is:164 On Bituminous/Concrete Surface, Including Cleaning The Surface Of All Dirt, Dust And Other Foreign Matter, Demarcation At Site And Traffic Control As Per Drawing And M.O.R.D. Technical Specifications Section 1700 Including Carriage Of Materials Within All Leads, Lifts And Other Incidentals. The Rate Is Including Octroi, Royality, Malkana Toll Tax And Other Taxes Imposed By The Government But Excluding Gst. , Providing And Laying Mechanically Mixed And Vibrated Plain Cement Concrete In Sub Structure Grade M-15 (1:2:4) Nominal Mix With 40Mm (Forty Millimetre) Nominal Size Graded Stone Aggregate On Ground Or Under Water Including Curing Complete Including Pumping Or Bailing Out Water De-Watering Removal Of Slush As Required At Site, Which May Arises At The Time Of Laying Concrete Complete For All Heights/Depths Including Cost Of Form Work In Parapets And Toe Wall Etcetra As Per Drawing And Mord Technical Specification Section 800, 900, 1200 And 1600 Including Carriage Of Materials Within All Leads, Lifts And Other Incidental And As Per The Entire Satisfaction And Directions Of Engineer-In-Charge. The Rate Is Including Octroi, Royality, Malkana, Toll Tax Or Other Taxes Imposed By The Government But Excluding Gst. , Providing And Laying Concrete Mechanically Mixed And Vibrated Plain Cement Concrete M-10 (1:3:6 Nominal Mix) With 20Mm(Twenty Millimeter) Nominal Size For Plain/Reinforced Concrete In Open Foundation And Plinths Or Similar Works Complete As Per Drawings And Mord Technical Specification Section 800, 900, 1200 And 1600 And Curing Complete Including The Cost Of Form Work And Hauling Of Materail In All Leads And Lifts As Per The Entire Satisfication And Direction Of Engineer In Charge.The Rate Is Including Octroi, Royality, Malkana, Toll Tax Or Any Other Taxes Imposed By The Government But Excluding Gst. , Construction Of Unlined Surface Drains Of Average Cross-Sectional Area 0.40 Sqm (Zero Decimal Four Zero Per Square Metre) In Soil To Specified Lines, Grades, Levels And Dimensions. Excavated Material To Be Used In Embankment As Per Technical Specification Clause 307 And As Directed By The Engineer-In-Charge Including Carriage Of Material Within All Leads, Lifts And Other Incidentals. The Rate Is Including Octroi, Royality, Malkana, Toll Tax And Any Other Taxes Imposed By The Government But Excluding Gst. , Providing And Laying Concrete Mechanically Mixed And Vibrated Plain Cement Concrete Grade M-15 (M-Fifteen) Design Mix With Cement Contents Not Less Than 275Kg (Two Hundred Seventy Five Kilogram Per Cubic Metre) With Aggregate 40Mm(Forty Millimeter) Nominaal Size For Plain/Reinforced Concrete In Open Foundation And Plinths Or Similar Works (Craddle Bedding) Complete As Per Drawings And Mord Technical Specificcation Section 800, 900, 1200 & 1600 And Curing Complete Including The Cost Of Form Work And Hauling Of Materail In All Leads And Lifts As Per The Entire Satisfication And Direction Of Engineer In Charge.The Rate Is Including Octroi, Royality, Malkana, Toll Tax Or Any Other Taxes Imposed By The Government But Excluding Gst. , Providing And Laying Mechanically Mixed And Vibrated Plain Cement Concrete In Flooring Using Plain Cement Concrete Grade M-15 (M-Fifteen) Nominal Mix 1:2½:5 (One Cement : Two & Half Sand : Five Graded Crushed /Broken Stone Aggregate 20Mm ( Twenty Millimeter) Nominal Size) Including Cost Of Form Work Complete As Per Drawing And Mord Technical Specification Section 1300 And As Per Directions Of Engineer-In-Charge Including Carriage Of Material Within All Leads, Lifts And Other Incidental. The Rate Is Including Octroi, Royality, Malkana, Toll Tax, And Any Other Taxes Imposed By The Government But Excluding Gst. , Filling In Foundation Trenches As Per Drawing And Mord Technical Specification Clause 305.3.9 Earth Filling And As Per Directions Of Engineer-In-Charge Including Carriage Of Material Within All Leads, Lifts And Other Incidental. The Rate Is Including Octroi, Royality, Malkana, Toll Tax, And Any Other Taxes Imposed By The Government But Excluding Gst. , Providing And Laying Reinforced Cement Concrete Pipe Is (Indian Standard ) Class Np3 (Non Pressure-Three) Of 900 (Nine Hundred) Milimetre Internal Dia Metre For Culverts On First Class Bedding Of Granular Material In Single Row Including Fixing Collar With Cement Mortar 1:2 (One Cement Is To Two Sand ) But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets As Per Drawings And Mord Technical Specifications Section 1100 Including Carriage Of Materials With In All Leads And Lifts As Per The Entire Satisfaction And Direction Of Engineer-In-Charge.The Rate Is Including Octroi, Royality, Malkana, Toll Tax Or Any Other Taxes Imposed By The Government But Excluding Gst. , Providing And Laying Reinforced Cement Concrete Pipe Is (Indian Standard ) Class Np3 (Non Pressure-Three) Of 300 (Three Hundred) Milimetre Internal Dia Metre For Culverts On First Class Bedding Of Granular Material In Single Row Including Fixing Collar With Cement Mortar 1:2 (One Cement Is To Two Sand ) But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets As Per Drawings And Mord Technical Specifications Section 1100 Including Carriage Of Materials With In All Leads And Lifts As Per The Entire Satisfaction And Direction Of Engineer-In-Charge.The Rate Is Including Octroi, Royality, Malkana, Toll Tax Or Any Other Taxes Imposed By The Government But Excluding Gst. , Providing And Fixing Of Typical Pmgsy Informatory Sign Board With Logo As Per Mord Specifications And Drawing. Three Ms Plates Of 1.6 Mm Thick, Top And Middle Plate Duly Welded With Ms Flat Iron 25Mm X 5M Size On Back On Edges. The Lower Plate Will Be Welded With Ms Angle Iron Frame Of 25Mm X 25Mm X 5Mm. The Angle Iron Frame Of The Lower Most Plate And Flat Iron Frame Of Middle Plate Will Be Welded To 2 Nos. 75Mm X 75 Mm Of 12 Swg Sheet Tubes Posts Duly Embedded In Cement Concrete M-15 Grade Blocks Of 450Mm X 450Mm X 600Mm, 600Mm Below Ground Level. The Top Most Diamond Plate Will Be Welded To Middle Plate By 47Mm X 47Mm Of 12 Swg Steel Plate Tube. All M.S. Will Be Stove Enameled On Both Sides. Lettering And Printing Arrows, Border Etc. Will Be Painted With Ready Mixed Synthetic Enamel Paint Of Superior Quality In Required Shade And Colour. All Sections Of Framed Posts And Steel Tube Will Be Paintedthe Rate Is Including Octroi, Royality, Malkana, Toll Tax Or Any Other Taxes Imposed By The Government But Excluding Gst. With Primer And Two Coats Of Epoxy Paint As Per Drawing & Mord Specification Section 1700 And Annexure 1700.1 Including Hauling Of Materials In All Leads And Lifts As Per Entire Satisfaction And Direction Of Engineer-In- Charge.The Rate Is Including Octroi, Royality, Malkana, Toll Tax Or Any Other Taxes Imposed By The Government But Excluding Gst. , Providing And Fixing Of Typical Pmgsy Informatory Logo As Per Mord Specifications And As Per Standard Design Of National Rural Infrastructure Agency Development Agency, Of Diamond Size 600 X 600 Mm, Ms Plate Of 1.6 Mm Thick, And Board Plate Of 1100 X 300Mm, Ms Plate Of 1.6 Mm Thick And 2.4 M Deep 75Mm X 75 Mm X 6Mm Of 12 Swg Sheet Tubes Posts Duly Embedded In Cement Concrete M-15 Grade Blocks Of 450Mm X 450Mm X 600Mm, 600Mm Below Ground Level. Size Including Fitting And Painting, Lettering And Printing Arrows, Border Etc. Will Be Painted With Ready Mixed Synthetic Enamel Paint Of Superior Quality In Required Shade And Colour. All Sections Of Framed Posts And Steel Tube Will Be Painted With Primer And Two Coats Of Epoxy Paint As Per Drawing And Mord Specification Section 1700.The Rate Is Including Octroi, Royality, Malkana, Toll Tax Or Any Other Taxes Imposed By The Government But Excluding Gst. , Reinforced Cement Concrete M-15 (M-Fifteen) Grade 5Th (Fifth) Kilometre Stone (Precast) Of Standard Design As Per Irc :8 Fixing In Position Including Painting And Printing Etcetera As Per Drawing And Mord Technical Specification Section 1700 And As Per The Directions Of The Engineer-In-Charge Including Carriage Of Material, Within All Leads, Lifts And Other Incidentals. The Rate Is Including Octroi, Royality, Malkana, Toll Tax, And Any Other Taxes Imposed By The Government But Excluding Gst. , Reinforced Cement Concrete M-15 (M-Fifteen) Grade Ordinary Kilometer Stone (Precast) Of Standard Design As Per Irc :8 Fixing In Position Including Painting And Printing Etcetera As Per Drawing And Mord Technical Specification Section 1700 And As Per The Directions Of The Engineer-In-Charge Including Carriage Of Material, Within All Leads, Lifts And Other Incidentals. The Rate Is Including Octroi, Royality, Malkana, Toll Tax, And Any Other Taxes Imposed By The Government But Excluding Gst. , Reinforced Cement Concrete M-15 (M-Fifteen) Grade 200M (Two Hundred Metre) Stone (Precast) Of Standard Design As Per Irc :8 Fixing In Position Including Painting And Printing Etcetera As Per Drawing And Mord Technical Specification Section 1700 And As Per The Directions Of The Engineer-In-Charge Including Carriage Of Material, Within All Leads, Lifts And Other Incidentals.The Rate Is Including Octroi, Royality, Malkana, Toll Tax, And Any Other Taxes Imposed By The Government But Excluding Gst. , Providing And Erecting Direction And Place Identifications Of Semi Reflective Sign Boards Up To 0.90 Sqm As Per Irc:67 Made Of 2 Mm Thick M.S. Sheet Duly Stove Enameled Paint In White Colour In Front And Grey Colour On Back With Red Reflective Border Of 70 Mm Width And Required Message, Letters, Figures With Reflective Engineering Grade Tape As Per Mord Specifications Of Required Shade And Colour. Supported And Welded On 47 Mm X 47Mm Of 12 Swg Square Tube Of 3050 Mm Height Duly Strengthened By 25 Mm X 5 Mm M/S Flat Iron On Edges On Back Firmly Fixed To The Ground By Means Of Properly Designed Foundations With M-15 Grade Cement Concrete 450 Mm X 450 Mm X 600 Mm, 600 Mm Below Ground Level As Per Approved Drawing And Mord Technical Specification Section 1700 Including Hauling Of Materials In All Leads And Lifts As Per Entire Satisfaction And Direction Of Engineer-In- Charge.The Rate Is Including Octroi, Royality, Malkana, Toll Tax Or Any Other Taxes Imposed By The Government But Excluding Gst. , Providing And Fixing Of Semi-Reflective Cautionary, Mandatory And Informatory Sign Board 600Mm (Six Hundred Millimetre) Equilateral Triangle As Per Irc-67 Made Of 1.5 Mm (One Point Five Millimetre) Thick Ms-Sheets Duly Stove Enameled Paint In White Colour In Front And Gray Colour On Back With Red Reflective Border Of 65 Mm (Sixty Five Millimetre) Width And Required Letters And Figures With Reflective Tape Engineering Grade As Per Section 1700 Of Mord For Rural Roads Of Required Shade And Colour Supported And Welded On 47Mm X 47Mm Of 12 Swg ( Forty Seven Into Forty Seven Millimetre Of Twelve Standard Wire Gauge) Sheet Square Tube Firmly Fixed To The Ground By Mean Of Properly Designed Foundation With M-15 Grade ( M-Fifteen Grade) Cement Concrete 450Mm X 450 Mm X 600 Mm ( Four Hundred Fifty Into Four Hundred Fifty Into Six Hundred Millimetre), 600 Mm ( Six Hundred Millimetre) Below Ground Level As Per Drawings And Mord Technical Specification Section 1700 Including Painting Angle Iron Post With Primer And Two Post Of Epoxy Paint As Per Specification And As Per The Direction Of Engineer-In-Charge Including Carriage Of Materials Within All Leads, Lifts And Other Incidental . The Rate Is Including Octroi, Royality, Malkana, Toll Tax, And Any Other Taxes Imposed By The Government But Excluding Gst. , Providing And Fixing Of Semi-Reflective Cautionary, Mandatory And Informatory Sign Board 600Mm (Six Hundred Millimetre) Circular As Per Irc-67 Made Of 1.5 Mm (One Point Five Millimetre) Thick Ms-Sheets Duly Stove Enameled Paint In White Colour In Front And Gray Colour On Back With Red Reflective Border Of 65 Mm (Sixty Five Millimetre) Width And Required Letters And Figures With Reflective Tape Engineering Grade As Per Section 1700 Of Mord For Rural Roads Of Required Shade And Colour Supported And Welded On 47Mm X 47Mm Of 12 Swg ( Forty Seven Into Forty Seven Millimetre Of Twelve Standard Wire Gauge) Sheet Square Tube Firmly Fixed To The Ground By Mean Of Properly Designed Foundation With M-15 Grade ( M-Fifteen Grade) Cement Concrete 450Mm X 450 Mm X 600 Mm ( Four Hundred Fifty Into Four Hundred Fifty Into Six Hundred Millimetre), 600 Mm ( Six Hundred Millimetre) Below Ground Level As Per Drawings And Mord Technical Specification Section 1700 Including Painting Angle Iron Post With Primer And Two Post Of Epoxy Paint As Per Specification And As Per The Direction Of Engineer-In-Charge Including Carriage Of Materials Within All Leads, Lifts And Other Incidental . The Rate Is Including Octroi, Royality, Malkana, Toll Tax, And Any Other Taxes Imposed By The Government But Excluding Gst. , Providing And Fixing Of Maintenance Board As Per Mord Specifications And Drawing. Ms Plates Of 1.6 Mm Thick 900 Mm X 1500 Mm Welded Over 6Mm Thick Steel Plates. 2 Nos. 75Mm X 75 Mm Of 12 Swg Sheet Tubes Posts Duly Embedded In Cement Concrete M-15 Grade Blocks Of 450Mm X 450Mm X 600Mm, 600Mm Below Ground Level. All M.S. Will Be Stove Enameled On Both Sides. Lettering And Printing Arrows, Border Etc. Will Be Painted With Ready Mixed Synthetic Enamel Paint Of Superior Quality In Required Shade And Colour. All Sections Of Framed Posts And Steel Tube Will Be Painted With Primer And Two Coats Of Epoxy Paint As Per Drawing Mord Specification Section 1700 Including Hauling Of Materials In All Leads And Lifts As Per Entire Satisfaction And Direction Of Engineer-In- Charge.The Rate Is Including Octroi, Royality, Malkana, Toll Tax Or Any Other Taxes Imposed By The Government But Excluding Gst. , Guard Stone On Curve Made Of Reinforced Cement Concrete Local Stone Of Standard Design As Per Irc:25, Fixed In Position Including Finishing And Lettering But Excluding Painting As Per Drawing And Mord Technical Specification Section 1700 As Per Direction Of Engineer - In- Charge Including Carriage Of Materials Within All Leads, Lifts And Other Incidental . The Rate Is Including Octroi, Royality, Malkana, Toll Tax, Or Other Taxes Imposed By The Government But Excluding Gst. , Providing And Fixing Pavement Marker (Cat Eyes) Made Out Of Abs 3 M (Three) Plastic Of Size 128X110X29.5 Mm ( One Hundred Twenty Eight Into One Hundred Ten Into Twenty Nine Decimal Five Millimetres) Without Nail Having 50Mm ( Fifty Millimetres) Stem Of Abs. The Pavement Marker Shall Be Installed With Epoxy Abs Including Carriage Of Materials And Equipment With All Mode Of Transportation And As Per Direction Of Mord Specification Section 1700 & Engineer-In-Charge.The Rate Is Including Octroi, Royality, Malkana, Toll Tax Or Any Other Taxes Imposed By The Government But Excluding Gst. , Providing And Fixing Road Side Delineator Of Height 600Mm (Six Hundred Millimetre) Made Of Ms Pipe Of Size 50Mm (Fifty Millimetre) Of 1.6 Swg Having High Intensity Micro Prismatic Reflective Sheeting Confirming To Astm Type-Xi Upto 300Mm Length Balance 300Mm (Three Hundred Millimetre) It Shall Be Painted With Synthetic Enamel Paint Of Alternate Colour Black & White Strips. It Shall Be Fixed With 30 X 30 X 30Cm (Thirty Into Thirty Into Thirty Centimetre) Block With Cement Concrete 1:2:4 (One Cement Isto Two Sand Isto Four Graded Crushed Stone Aggregate 20Mm (Twenty Millimetre) Nominal Size As Per Specifications Complete As Per Direction Of Engineer - In- Charge Including Carriage Of Materials Within All Leads, Lifts And Other Incidental . The Rate Is Including Octroi, Royality, Malkana, Toll Tax, Or Other Taxes Imposed By The Government But Excluding Gst. , Supplying And Installation Of Delineators (Road Way Indicators, Hazard Markers, Object Markers), 80-100 Cm High (Eighty To One Hundred Centimetre) Above Ground Level, Painted Black And White In 15 Cm (Fifteen Centimetre) Wide Strips, Fitted With 80 X 100 Mm (Eighty Into One Hundred Millimetre) Rectangular Or 75 Mm Dia (Seventy Five Millimetre Diametre) Circular Reflectorised Panels At The Top, Buried Or Pressed Into The Ground And Conforming To Irc-79 And The Drawings And Specifications Complete As Per Direction Of Engineer - In- Charge Including Carriage Of Materials Within All Leads, Lifts And Other Incidental . The Rate Is Including Octroi, Royality, Malkana, Toll Tax, Or Other Taxes Imposed By The Government But Excluding Gst. , Providing And Fixing Road Side Single Chevron Markers Of Height 600Mm Made Of Ms Pipe Of Size 50Mm (Fifty Millimetre) Of 1.6 (One Point Six) Swg Having High Intensity Micro Prismatic Reflective Sheeting Confirming To Astm Type-Xi Upto 300Mm (Three Hundred Millimetre) Length Balance 300Mm (Three Hundred Millimetre) It Shall Be Painted With Synthetic Enamel Paint Of Alternate Colour Black & White Strips. It Shall Be Fixed With 30 X 30 X 30Cm (Thirty Into Thirty Into Thirty Centimetre) Block With Cement Concrete 1:2:4 (One Cement Isto Two Sand Isto Four Graded Crushed Stone Aggregate 20Mm (Twenty Millimetre) Nominal Size Complete In All Respect As Per Specifications Complete As Per Direction Of Engineer - In- Charge Including Carriage Of Materials Within All Leads, Lifts And Other Incidental . The Rate Is Including Octroi, Royality, Malkana, Toll Tax, Or Other Taxes Imposed By The Government But Excluding Gst. , Providing And Laying Of Cold Applied Thermoplastic Compound Road Marking Paint 2.5Mm (Two Decimal Five Millimetre) Thick With Refletorising Glass Beads At The Rate 250 Gram (Two Hundred Fifty) Gram Per Square Metre Area, Thickness Of 2.5Mm (Two Decimal Five Millimetre) Is Exclusive Of Surface Applied Glass Beads As Per Specificaiton And With Strips Of 0.10 (Zero Decimal One) Metre Width In Centre Lines Or Edge Lines Of The Road As Per The Directions Of Engineer-In-Charge Including Carriage Of Material Within All Leads, Lifts And Other Incidentals. The Rate Is Including Octroi, Royality, Malkana, Toll Tax, And Any Other Taxes Imposed By The Government But Excluding Gst. , Collection Of Hardwood Cuttings From Appropriate Approved Species, From Sources Within 1 Km Of The Road, Including Trimming The Sterms And Making The Cuttings, And Transporting While Wrapped In Damp Material Including Carriage Of Materials, Within All Leads, Lifts And Other Incidentals. The Rate Is Including Octroi, Royality, Malkana, Toll Tax, And Any Other Taxes Imposed By The Government But Excluding Gst. , Planting Unrooted Hardwood Cuttings (2.0 M In Length And 3.0 To 8.0 Cm In Diameter) Of Appropriate Approved Species On Slopes, Including Final Preparation Of Cuttings, Preparing Lines, Digging Trenches To Specified Dimensions And Forming Fascines. Including Carriage Of Materials, Within All Leads, Lifts And Other Incidentals. The Rate Is Including Octroi, Royality, Malkana, Toll Tax, And Any Other Taxes Imposed By The Government But Excluding Gst. , Road Side Tree Planting Containerzed Tree And Shurbs Including Potting, Transplanting, Compacting And Mulching On Slopes 30 Degree To 60 Degree Pits Size 30 Cm Diametre Into 30Cm Depth. Providing And Mixing Compost With Thre Soil, Provisioning And Applying Of Pesticides Of Required Including Labour Abd Transporation To The Site. Including Carriage Of Materials, Within All Leads, Lifts And Other Incidentals. The Rate Is Including Octroi, Royality, Malkana, Toll Tax, And Any Other Taxes Imposed By The Government But Excluding Gst. , Routine Maintenance After Completion Of Construction Work As Per Terms And Condition Of Bid Document That Is 7C(Vi) Of Contract Data To General Condition Of Contract And Technical Specifications Of Ministry Of Rural Development For Rural Roads August 2004 For Rural Roads Including Hauling /Carriage Of All Labour Equipment And Materials To Various Locations Through All Modes Of Transportation In All Leads And Lifts To The Entire Satisfaction Of The Engineer In Charge. As Per Rates Specified In Bidding Documents. , Routine Maintenance After Completion Of Construction Works Including Hauling/Carriage Of All Labour Equipement And Material To Various Locations Of Site Through All Modes Of Transportation In All Leads And Lifts To The Entire Satification Of Eingineer In Charge. , Maintenance Cost For 1St Year , Maintenance Cost For 2Nd Year , Maintenance Cost For 3Rd Year , Maintenance Cost For 4Th Year , Maintenance Cost For 5Th Year
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 5
Himachal Pradesh View Result →
15.
Housing Urban and Rular Development #10822269 Price Bid
Desilting Of Various Sumps By Super Sucker Machine At Different Location Under Pwd Emd South East , New Delhi During 2021-22 , Desilting & Taking Out Of Debris/Silt Rubbish Etc . From Sump , Which Are Heavily Surcharged , By Super Sucker Machine ( Which Consist Of One No . Chassis Mounted Machine Having Suction Capacity Of Minimum 4000 Litre/Hrs . At 80 % Vacuum , 2 No . Chassis Mounted Dump Tanks Having Capacity Of 10 Cum ) Including Safe Disposal Of Silt Within Municipal Limits . The Operations Of Desilting Should Be Video Graphed At Each Location Of Super Sucker For A Period Of Minimum 10 Minutes Per Day Basis And Providing One Set Of Cd As Directed By Engineer-In- Charge . The Operation Should Also Be Photographed At Each Locations , Minimum Ten Photographs On Per Day Basis And Giving One Set Of Photographs . Supply Of All Materials , Labour , T&P , Temporary Power Connection With Standby Generator Set Of Capacity At Least 62 . 5 Kva , Gas Detector , Forced Air Ventilators Wherever Required Etc . And Provision Of Safety Equipment As Per Guide Line Laid In Is-11972*1987 , International Standard , Traffic Control Arrangement & Proper Lighting At Night , Barricading , Display Of Signboard , Insurance Of Worker And Cleaning Of Site . Removal Of All Hindrances/ Obstructions , Unforeseen Items , Permission From Other Deptt . ( Department Will Only Assist In Getting The Permission Etc . ) Cutting Of Bituminous Road , Excavation , Demolishing Of Brick Work /Cc/Rcc Wherever Required And Restoring The Same . All Inclusive And Nothing Extra Be Payable . It Also Includes To Disposal Debris/ Silt At Designated Location Of Local Bodies . The Super Sucker Machine Shall Be Called As Per Requirement At Various Locations . ( Operation Of 8 Hours Of Super Sucker Machine Will Be Counted As One Day )
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 4
Delhi View Result →
16.
Public Administrative Department #10792833 Price Bid
Providing Machinery And Equipment For Encroachment Proceedings In Ward No. 9 (Year 2025-26) P -Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankmentor stacking as directed. Removing and Transporting of excavated / demolished material within PCMC limit including loading, unloading, stacking the material as directed by Engineer-in-charge etc. complete. a. (For Lead 3.0 Km). Supplying mazdoor/unskilled heavy male labour etc. Hire charges for Excavator (JCB JS140/Tata Hitachi EX120 or equivalent)) 0.6Cum Capacity including operator, disel , oil and other necessary maintainance , labour etc. complete. Hire Charges for tractor with trolly including operator, disel, oil and other necessary maintainance, labour etc Dumpper 6 Cu.Mt Capacity with VTS (Vechile Tracking system) Hire charges for crane( 20 tonne) including operator,disel , oil and other necessary maintainance , labour etc. complete. Hire charges for crane( 20 tonne) including operator,disel , oil and other necessary maintainance , labour etc. complete. Hire charges for crane (15.00 Tonne Capacity) including operator, disel, oil and other necessary maintainance, labour etc. complete. Hire charges for crane (10 tonne capacity ) including operator,disel , oil and other necessary maintainance , labour etc. complete. Hire charges for Truck 5.5 cum per 10 tonnes including operator, disel, oil and other necessary maintainance, labour etc. Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately etc. complete. Hire Charges for JCB including operator, disel, oil and other necessary mainatainance, labour etc. complete.nJCB 0.60 cum (JCB J S140/Tata Hitachi EX120) Hire charges for Hydraulic Excavator (wheeled) 0.3 Cum capacity including operator, disel , oil and other necessary maintainance , labour etc. complete. Hire charges for electrical gas cutting machine including operator and other necessary maintainance etc. complete Hire charges for Hydraulic Excavator (BEML BE 200, Tata Hitachi EX200) Nalla Cleaning with the help of Spider Machine R-65, 2500M in all Prabhag (PCMC) before and after rainy season. Cleaning of strom water drain line chamber of any size and depth including cost towards all tools, labours/machineries required, for leads and lifts, including disposals of all type debries, slit removed from chambers etc. excluding GST, complete and as directed by Engineers incharge. Cleaning of all type of manhole chambers of any diameter and depth, upto bottom channel of chamber by machinery. Item includes digging the road if necessary for opening manhole chamber opening and closing of chamber, providing all required machinery, (eg.Jetting machine. Bucket machine and Roading machine), cleaning chock up, removal of sludge from chamber as well as from site, cleaning of site, controlling of traffic, fixing safety boards, barricading, lamps, lights and keeping security at site, with all labour and mterial complete.(Payment will be given on number basis) Desilting and taking out silt etc. by mechanical device (high pressure jetting and high volume suction machine as specified in the tender document), safe disposal of silt etc., local repairs, installation of adequate number of pumping system for side of the working length to ensure smooth flow of sewer and safe working place, supply of all material, water, labour, tools and plants, temporary power connection with standby silent generator set of adequate capacity, gas detector, blowers of requisite capacity to ensure proper ventilation in manhole chamber and sewer line in consideration, traffic control arrangement and proper lighting at night, provision of safety equipments as per guidelines laid in relevant IS standards, CPHEEO manuals and Prohibition of Manual Scavenging Act 2013 including workman insurance policy, statutory compliances as per labour laws, post desilting CCTV survey including submission of 2 sets of soft copies in hard drive along with 2 sets of hard copies etc. Complete as directed by engineer incharge without GST and including Labour insurance. Dia.900MM Desilting and taking out silt etc. by mechanical device (high pressure jetting and high volume suction machine as specified in the tender document), safe disposal of silt etc., local repairs, installation of adequate number of pumping system for flow diversion or bypassing along with leak proof stanking arrangement on U/s and D/s side of the working length to ensure smooth flow of sewer and safe working place, supply of all material, water, labour, tools and plants, temporary power connection with standby silent generator set of adequate capacity, gas detector, blowers of requisite capacity to ensure proper ventilation in manhole chamber and sewer line in consideration, traffic control arrangement and proper lighting at night, provision of safety equipments as per guidelines laid in relevant IS standards, CPHEEO manuals and Prohibition of Manual Scavenging Act 2013 including workman insurance policy, statutory compliances as per labour laws, post desilting CCTV survey including submission of 2 sets of soft copies in hard drive along with 2 sets of hard copies etc. Complete as directed by engineer incharge without GST and including Labour insurance. Dia.1200MM
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 7
Maharashtra View Result →
17.
Educational and Research Institute #10766478 Price Bid
Tender For Purchase Of Embedded System And Advanced Communication Systems Equipments => Limited; 1 Equipments for Embedded systems and Advanced Communication Systems: 2 Raspberry pi Pico Trainer Pico Specification:  Powered by RP2040 microcontroller from Pi foundation  Operating Voltage: 1.8V to 5.5V  Dual-Core Arm Cortex-M0+ processor  133MhZ clock frequency  264KB SRAM and 2MB Flask Memory  26 GPIO pins with 2 Analog pins  Peripherals: UART (2), SPI (2), I2C (2), PWM (16), USB (1)  Integrated Temperature sensor  Low-power Sleep and dormant modes On Board : 3 x Active High Push Button  3 x 3mm led  1 x Oled  1x Active High Buzzer  1x 5V/5A Relay  1x Mini Bread Board  1x Analog Potentiometer  1x Temperature and Humidity Sensor(DHT11)  1x DC motor Driver & 12v DC motor  1x 4 way Traffic Light Control System All Sensors are Fitted PCB and output Terminals are Terminated with 2mm patch Chord Connectors Kit Include: USB A to Micro Cable  12V Dc Adaptor  Necessary Patch Chords  Suitable Enclosure, User Manual 3 Horn antenna Setup for analysis of directional characteristics Specifications:  Klystron Mount  Klystron Tube  Isolator  Horn Antenna  Detector Mount  Radiation Pattern Turn Table  Klystron Power supply BNC to BNC Connector 4 SIM card detection and working using GSM handset Specifications: Arduino Uno:  Microcontroller: ATmega328P  Clock Speed: 16 MHz  Flash Memory: 32KB  SRAM: 2KB  Digital I/O Pins: 14  Analog Input Pins: 6 Sim800L GSM Module:  SIM800L GSM cellular chip  Frequency-2G Quad Band (850 / 950 / 1800 /1900 MHz)  UART (max. 2.8V) and AT commands  Micro SIM card socket  Built in Power supply  Closed cabinet
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Tamil Nadu View Result →
West Bengal View Result →
19.
Heavy Industries and Public Enterprises #10706525 Price Bid
Tender For Selection Of An Event Management Agency ( Ema ) For Inauguration Of India International Convention Centre ( Iicc ) , Dwarka, New Delhi; 1 Havan At Foyer Area 2 Havan Kund, Havan Samagri And Pandit For Havan Rituals 3 Centre Thematic Setup Of Size 10M X 10M For Havan Rituals 4 Wooden Chairs 5 Cocktail Tables For Hi-Tea Arrangements 6 Buffet Counters With Frill For Hi-Tea Arrangement 7 Q Managers 8 Floral Decoration At Foyer Area ( High Quality Fresh Flowers ( Cosmos Flower, Gaillardia Flower, Zinnia Flower, Dahlias Flower, Peonies Flower, Fox Brush Orchids Flower, Tulips Flower, Gloriosa Lily Flower, Pineapple Lily Flower, Rain Lily Flower, Flower, Roses- Different Colour, Carnations Flower, Birds Of Paradise ) . Theme Of Floral Decoration To Be Presented In Technical Presentation. 9 2.6Mm Led Screens Of Size 16 X 12 For The Various Locations With Sound Facility 10 Riser Of Size 12 X 4 X 26 With Branding And Side Black Masking For Led 11 Sound System Of Havan Rituals For 200 Pax With Mics 12 Digital Photographers For Havan 13 Digital Videographers For Havan 14 Genset For Other Leds And Other Requirements, Including Distribution 50 Kva Along With Diesel 15 Hi-Tea Arrangements, Including Tea / Coffee, Snacks, Etc. From A Reputed 5-Star Hotel 16 Main Event Area / Auditorium 17 2.6Mm Led Wall Of Size 100 Ft X 35 Ft For Stage Backdrop 18 Led Riser: 100 X 4 X 6 Inches High With Ply On Top, Carpet , Setup In The Main Auditorium. 19 Scaffolding Structure For Led Support 100 X 24 20 Flower Decoration On Stage. 21 Thematic Wall Of Size 20 Ft X 35 X 2 Numbers On Both Side Of Led Wall, Including Necessary Scaffolding 22 Hiring Of Show Running Team And Technical Team- Show Running Of The Entire Unveiling And Launch Ceremony Including Technical Coordination And On-Stage Flow 23 Additional Lights For Foh - Moving Heads 32, Wash - 24, Rgb Led -24 24 Techrider For Culture Artist And Other Artists 25 Sofa Seat ( High-End ) Mix Of 1, 2-, 3- And 5-Seater Sofas 26 Mozo Barricading / Fencing 27 High Platform For Media, Console And Camera Etc. 28 Mozo Barricading In Front Of Stage In D Shape For Hon’Ble Pm 29 Lightening Of Lamp By Vip 30 Q Manager 31 Genset For Main Stage Led, Including Distribution 32 ( 250 Kva+125 Kva Genset 375 Kva With Dieselups For Main Stage Led 375Kva 33 F&B Area 34 Buffet Counters With Masking & Frill 5Rft 35 5 Round Tables With 8 Banquet Chairs With High-Quality Linen 36 Cocktail Tables 37 Flower Decoration In Both Food Courts 38 Glass Water Bottles - Minimum 200 Ml 39 Hi-Tea Arrangements, Including Tea / Coffee, Snacks, Etc. From A Reputed 5 Star Hotel 40 Media Lounge 41 Media Lounge To Be Constructed In Hangar With Air- Conditioning, Platform, New Carpet, Lighting, Electrical Outlets, The Lounges To Have Acoustic Walls, Ceiling, Pantry With Serving Facility And Storeroom 42 Power Back-Up Dg For Media Lounge With Diesel 300Kva 43 Vip Toilets For Media Lounge 44 Facility For Live Telecast Of The Inaugural, Valedictory And Sectoral 45 Sessions In The Media Lounges. 46 Workstation With Seating Arrangements, Electric Sockets 47 Sofa Seating ( 2+1+1-Seater ) 48 Centre Tables 49 Chair For Round Table Sitting 50 Round Tables 51 Pigeonhole Rack 52 Laptop / Mobile Charging Stations 53 Computers For Media Workstations With B / W , Color A4 Size Printers 54 Stationary For Media Lounge 55 Decoration 56 Florals In Different Area ( High Quality Fresh Flowers ( Cosmos Flower, Gaillardia Flower, Zinnia Flower, Dahlias Flower, Peonies Flower, Fox Brush Orchids Flower, Tulips Flower, Gloriosa Lily Flower, Pineapple Lily Flower, Rain Lily Flower, Flower, Roses- Different Colour, Carnations Flower, Birds Of Paradise ) . 57 Logo Theme Flags 58 Appropriate Landscaping With Plants Across The Event Venue, Ensuringoverall Ambience Decor. 59 Gallery Showcasing Neo Bharat Theme 60 Setting Up For A Special Thematic Showcase / Gallery Area For Vip Walkthrough, Depicting Journey Of Iicc And India Milestones. Displays To Include 3D Cutouts, Printed Panels, Av Screens, Plasma Screens, And Tech Engagements Arranged In Aesthetic Manner. Theme Should Be Revolving Around Neo Bharat. 61 Carpeting In Open Area / Foyer Area 62 Coir Carpeting ( New ) And Maintenance Of The Carpet To Be Done. Red Carpeting ( New ) In Pathways / Approach Routes Taken By Vvip , VipS Within Convention Centre And Outside The Venue, Inside Dmrc 15000 Sqft 63 Thematic Gate 64 Main Thematic Gate Of Length 60- 80 Ft And Height 30-40 Ft. The Gate Should Be Made Using Different Material Like Wood, Pop, Fibre, Raisins, Brandings, Flex, Acrylic, And Outer Cut Letterings, High Quality Paint And Material Finishes, Metal Works Depicting The Theme Proposed. 65 Small Gates Depicting The Theme Of Length 20-30 Ft And Height 12-16 Ft. The Gate Should Be Made Using Different Material Like Wood, Pop, Fibre, Raisins, Brandings, Flex, Acrylic, And Outer Cut Letterings, High Quality Paint And Material Finishes, Metal Works Depicting The Theme Proposed. 66 Emergency / Miscellaneous Services 67 Control Room For Fire, Disaster Management Etc. In Form Of A Hangar And General Lighting For Officers For Various Services. 68 Medical Hangar With Air- Conditioning, Platform, New Carpet, Lighting, Electrical Outlets, Acoustic Walls, Storeroom, And Toilet Facility. Provision For Partition For Patient Rooms ( 10 Nos. ) , Seating Arrangement ( 05 Tables, 20 Chairs ) For Medical, Support Staff And Reception Area. 69 Power Back-Up Dg For Control Room And Medical Hangar 50 Kva With Diesel 70 Event Branded Pagodas ( 3X3 Sqm ) For Various Purposes Consisting Of Two Tables And Four Chairs Including Platform, Carpet, Dustbin, And Electrical Points. 71 Branding 72 Buntings, Banners, Scrollers, Etc. Of Appropriate Sizes At Various Locations At The Venue, As Well As Throughout The Prominent Places Of New Delhi Using Appropriate Eco-Solvent Printing Materials, Hoardings, Key Locations Shall Be Updated By Ema 73 Digital Signages For The Different Areas 74 Flex Iron Mounted Of Different Sizes In The Venue, Outside Venue And Within Dmrc Route Using Appropriate Eco-Solvent Printing Materials 50 Nos 75 Logo Of Iicc Needs To Be Installed At Various Locations Inside The Venue Of Various Sizes, Using Different Material Like Wood, Pop, Fibre, Acrylic, And Outer Cut Letterings, High Quality Paint And Material Finishes, Metal Works Etc Of Different Sizes. 8X4 , 12X08, 20X12. 76 General Lighting 77 For The Entire Event Venue On Light Poles, Each Light Pole Having Of 150 Watts Metal Halide / Led Light / Rgb Light Rates Will Be Inclusive Of Wiring From The Source To Consumption Point Through Underground Cabling. 78 Collaterals 79 Invitation Design & Cards Printing With Qr Code 80 Car Stickers 81 Shuttle Stickers 82 Badges 2 Sided Printed With Punch Hole On 2 Sides & Lanyards For Organizers, Delegates, Artisans. 83 Badges & Lanyards For Volunteers / Working Team 84 Golf Carts 85 6-Seater Golf Cart With Driver And Charging Facility. 86 Shuttle Buses Electric Or Cng , 20 Seater Or Above 87 Innova Crysta Cars 88 Parking Area & Management 89 Parking Area To Be Created For 2000 Cars In The Designated Zones Per Site Layout With Proper Markings, Signages, Control Booth, Tin Barricading, Lighting, And Manpower To Control The Traffic Movement. 90 Event Branded Gate ( 24 Ft. X 18 Ft. ) For Different Parking Areas 91 Pa System For Announcements In Parking Area 92 Manpower 93 Emcee Who Would Be Proficient In Hindi And English, Artist Management, Logistics And Etc. 94 Visitor Management Including Hostesses, Volunteers, Helpers, Stage Coordinators, Hospitality Managers, Etc. Provide Uniformed And Well-Dressed Ushers On The Days Of The Event. 95 Photography & Videography 96 Complete Photography Setup ( 3 Nos ) , Videography Setup ( 5 Nos ) Using High End Cameras With Hd Live Mixing Unit, 36 Out Audio Video Di Box 97 Live Streaming Of The Entire Event, Live Relay Across All The Areas With Provision For Live Feed. 98 Multi Camera Videography With Zip Crane 99 Digital Photographers 100 Digital Videographers 101 Security Arrangements 102 Supplying, Installation And Maintenance Of Door Frame Metal Detector Machines For Entry Points, For The Entire Event Duration At The Venue, As Approved By The Security Management Plan, 103 Supplying, Installation And Maintenance Of Handheld Metal Detector Machines With Adequate Manpower For Entry Points, For The Entire Event Duration At The Venue, As Approved By The Security Management Plan. 104 Supplying, Installation And Maintenance Of Walky-Talky For The Entire Team, For The Entire Event Duration At The Venue, As Approved By The Security Management Plan. 105 Supplying, Installation And Maintenance Of Baggage, Thermal Scanners Scanning Machines With Adequate Manpower For Entry Points, For The Entire Event Duration At The Venue, As Approved By The Security Management Plan. 106 Frisking Booth For Females With Curtains 107 Complete Coverage Of Venue With Moveable And Zoomable Cctv Cameras With Monitoring Setup. 108 Human Resource Deployment 109 Security Personnel With Uniform For 24X7 Surveillance Male & Female 110 Housekeeping Team 111 Sanitization And Pest Control Of The Complete Convention Centre & Foyer Area , 3 Times In A Day, 3 Days Before The Event 112 Toilets 113 Bio-Chemical Toilet ( Male & Female ) 114 Safe Room 115 Safe Room For Vvip Around The Stage At Inaugural Hall Which Would Include Sofas, Chairs, Teapoy Tables, Flower Decoration, Water Bottles, Platform, Carpeting. ( 100 Sqm ) 116 Installations 117 Installations ( 490 Sqft ) To Serve As A Photo Opportunity; Well- Integrated On The Theme Of The Event And To Be Erected At The Most Suited Location At The Event Venue, For Maximum Engagement, Locations Needs To Be Mentioned In The Presentation 118 Miscellaneous 119 Wheelchair 120 Stone Plaque 121 Sitting Arrangement For All The Halls ( Carnation, Laburnum, Meeting Rooms At 3Rd Floor Aster Hall, Petunia Hall, Tulip Hall, Zinnia Hall, Daffodil Hall, Vvip Lounge, Furniture Lobby Area Furniture, Auditorium Area Furniture, Green Room & Artist Room Furniture, Etc ) - 2000 Pax 122 Green Room 123 Mirror In The Room For Artists 124 Table 125 Chairs 126 Cloth Hangars 127 Social Media Publicity 128 1 Content Development As Required By The Authority 2. Creation Of Event Specific Pages / Handles On Social Media3. Developing Social Media Strategy In Accordance With The Approved Branding And Publicity Plan 129 Vc Av Requirement For HonBle Pm 130 Hardware ( H.323 / Sip ) Videoconferencing System Configuration. Make: Videoconferencing Equipment Like Cisco / Poly / Panasonic Or Equivalents 131 Dedicated Lease Line Of 100 Mbps With 100 Mbps Dedicated Backup With A Different Isp Provider 132 Suitable Interface Converters To Connect Camera With Videoconferencing Systems Through Hdmi Input Supporting 1080P60 / 1080P30 133 Multiple Professional Full Hd Video Cameras With Live Mixing Setup 134 Photographers 135 Live Mixing Setup 136 Console Setup, Including Tables, Chairs, Black Masking 137 Stone Plaque => Limited
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 4
Delhi View Result →
20.
Drinking Water Supply and Sanitation #10653248 Price Bid
Supply Of Laptop & Other Equipment Under National Hydrology Project ( Nhp ) .- 1 Photocopier Multi Function Machine- Automatic Document Feeder / Radf, Warm Up Time: 18Sec. Or Less, Paper Capacity: 500*2 Trays ( Minimum 50 Sheet Bypass Tray ) , Counter: 5 Digit Digital, Power: Ac 230+10% Volts 50Hz, Tonner Capacity: 20000 Or Higher, Minimum Numbers Of Copies Taken Per Month: 100000, Copy Paper Size: A3 To A6, Continuous Copy Speed: A4 Paper 1-999, Zoom: 25% To 400% In 1% Step, Copying Resolution: Upto 600X600 Dpi, Copy Mode: Text, Text / Photo, Photo / Color Document, Output: Duplex, Duplex Printing: Automatic / Manual, Printing Speed Upto 32 Ppm A4 Size & 17 Ppm A3 Size Paper, Run Time, First Copy Out Time: Approx 3-5 Sec., Original Size: Maximum A3, Print Resolution: Upto 1200*1200 Dpi, Print Cartridge: Black, Print Technology: Monochrome Laser, Ram: 2Gb, Hard Disk: 320 Gb, Wifi Yes, Drum Life: 600000 Or Higher. 2 Multi Function Machine :Color, Multifunctional System -Minimum Numbers Of Copies Taken Per Month: 100000, Print / Scan / Copy / Optional Fax, Pages Per Minute : Color And Black-Printing Speed Upto 25 Ppm A4 Size & 12 Ppm A3 Size Paper, Warm Up Time : 18 Sec. Or Less, First Page Out:Copy 6.4 Sec. Black & 8.5 Sec. Color, Print: 7.0 Sec. Black & 9.2 Sec. Color, Paper Size: A3 To A6, Display: 10.1 Color Touch Screen Control Panel, Resolution: 1200X1200 Dpi, Ram: 4Gb, Hard Disk Drive: 320 Hdd Standard, Ssd: 8 Gb, Duplex : Standard Stack Less, Continuous Copy Speed: A4 Paper 1-999, Duplex Support Statement, Standard Output Tray: 500 Sheet, Electrical Requirement: 120V., 60 Hz, 12A: 220-240V, 50 Hz, 7.2A, Dimension: 23.7W X 26.2 Dx31.1 H, Compatibility:Window 7 Or Higher, Zoom : 25%-400% In 1% Step Increments, Resolution: 600X600dpi. 3 Laptop- 10Th Gen Intel Core-I7 Processor 15.6” Fhd Laptop ( I7-10750H / 8Gb / Itb, Ssd / Window 10 Pro / Nvidia Gtx 1650 Ti 4 Gb / Shadow Black / 2.36 Kg ) , 15-Ek0018txwith Quick Heal Total Security Antivirus With Three Year Pack * Laptop Of Hewlett, Packard / Dell / Lenovo / Brands Only 4 Firewall Hardware 250 User. Performance : Firewall Throughput ( Mbps ) - Should Be 12, 000 Or Above, Antivirus Throughput ( Mbps ) - Should Be 1, 540 Or Above, Ipsec Vpn Throughput ( Mbps ) - Should Be 7, 100 Or Above, Ssl Vpn Throughput ( Mbps ) - Should Be 700 Or Above, Utm Throughput ( Mbps ) - Should Be 1, 530 Or Above, Interfaces- Should Be Minimum 12 Gbe Or Above, I / O Interfaces - Should Be Minimum 2 Usb Ports Or Above, Concurrent Sessions - Should Be 90, 00, 000 Or Above, Console Port, Branch Office Vpn ( Ipsec / Ssl ) - Should Be Unrestricted, Mobile User Vpn ( Pptp / Ssl ) -Should Be Unrestricted.Product Updates: Supports Regular Product Updates For Bug Fixes, And Small Enhancements, Signature Updates For Antivirus, Ids / Ips, Web Security, Support For Online And Offline ( Manual ) . Backup / Restore: Configuration Backup / Restore, Scheduler For Configuration Backup, Factory Reset. Authentication Server Support: Multiple Authentication Servers Support ( Except Vpn ) , Local, Active Directory, Ldap, Guest Profile And Expiration Feature For Local User And Guest, Support Captive Portal Authentication. Routing: Static Routing, Policy Based Routing On User, Bgp Support, Ospf Support. Firewall: State Ful Firewall, Default Policy / Rules For 40+ Well Know Services With Provision To On / Off., Provision For Custom Rules, Ip / Icmp / Tcp-Related Attack Prevention, Dos &Ddos Attack Prevention, Multiple Zone Support For Security - Lan, Wan, Dmz, Vpn, Firewall, Nat Traversal ( H.323, Sip, Sccp, Mgcp ) - Protocol To Provide Voice And Video Services Over Ip Networks ( Nat 64, Dns 64, Static Nat, Advanced Nat, Dynamic Nat, Pat, And Dhcp V6 ) , Ipv6 Support, Flow Based And Dns Based Web Filtering Inspection Mode, Traffic Logging, Layer8 - User Identity Firewall, Unrestricted User Support. 5 5.1 Split Ac ( Inverter Model ) :- Supply, Installation, Testing And Commissioning Of Split Type Wall Mounted Air Conditioning Unit Of Following Capacity Including Indoor, Outdoor Unit Fitted With Inverter Based Rotary Compressor, Copper Condenser And First Charge Refrigerant R410a. The Condensing Unit Working Range Should Be Capable For Providing Cooling Between + / -5 Deg. C To 50 Deg. C & Heating Within 0 Deg. C To 15 Deg. C Including Connection Of Copper Pipe Of Required Size Upto 3 Mtr., Insulation, Cordless Remote Control, Auto Air Swing Louvers, Wall Stand For Outdoor Unit, Connection Copper Lead Wire, Condensed Water Outlet Pipe 2 Mtr. Complete Etc As Required. Outdoor / Indoor Units Should Be Of Same Make ( Brand ) . 1.5 Tr Star Rating 5 Star 1.8 / 2 Tr Star Rating 5 Star 6 5.2Split Ac ( Inverter Model ) :- Supply, Installation, Testing And Commissioning Of Split Type Wall Mounted Air Conditioning Unit Of Following Capacity Including Indoor, Outdoor Unit Fitted With Inverter Based Rotary Compressor, Copper Condenser And First Charge Refrigerant R410a. The Condensing Unit Working Range Should Be Capable For Providing Cooling Between + / -5 Deg. C To 50 Deg. C & Heating Within 0 Deg. C To 15 Deg. C Including Connection Of Copper Pipe Of Required Size Upto 3 Mtr., Insulation, Cordless Remote Control, Auto Air Swing Louvers, Wall Stand For Outdoor Unit, Connection Copper Lead Wire, Condensed Water Outlet Pipe 2 Mtr. Complete Etc As Required. Outdoor / Indoor Units Should Be Of Same Make ( Brand ) . 1.5 Tr Star Rating 5 Star 1.5Tr Star Rating 5 Star 7 Supply, Installation, Testing And Commissioning Of Ups With Isolation Transformer & Battery For Backup, Minimum Load Power Factor 0.8, Power Factor 0.99, Having Ovcd ( Over Voltage Cut-Off Device ) , Having Cvcf ( Constant Voltage Constant Frequency, Bypass Parameters Configurable, 2 Stage Charging ( Constant Current / Float Charge ) , Having Temperature Compensated Charger, Fan Speed Control, Digital Signal Processor Controller, Total Harmonic Distortion ( Current ) - Thdi ( <10%@50% R Load, Input 1 Phase Voltage 230V, Voltage Range 110-300V, Output Voltage ( 220Ac / 230Ac / 240Ac ± 1% ) , Total Harmonic Distortion Voltage ( Thdv- <3% Linear Load, <5% Nonlinear Load, 90 % Ac / Ac Efficiency, Over Load Capacity ( 105-110%: 3Min, 111-130%: 30Sec ) , Operating Temperature With Full Load 0-40°C, Communication Features ( Rs232, Usb Com Port, Intelligent Slot ( Optional ) . Ups Installation With All Required Material Arrangements As Required As Per Is Specification For 5 Kva ( 1 Phase Input And 1 Phase Output ) 60 Minute Backup, Min. 8000 Vah For E-Tendering And Edp Cell 8 Revolving Chair Heavy Duty, Arm Material: Pu Foam Bonded Chrome Coated, Seat Material Pu Foam Covered With Pure Leather ( Branded ) ( For Edp Cell ) . Material Of Back Cover And Fabric Of Seat: Pure Leather. 9 Printer Multifunction Auto Duplex Laser Printing Speed Upto 20 Ppm, Upto 5000 Pages Per Month, Copy Speed Up To 14 Ppm For Director Hydrometeorology / Data Centre Bhopal For Rtdas / Scada Monitoring Hall & Deputy Director, H / M Dn. No. 3, Rewa.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 1
Madhya Pradesh View Result →
21.
Educational and Research Institute #10618005 Price Bid
Supply Of Microcontroller Lab Equipments - 2 8051 Microcontroller Trainer Kit N ( Led Versition ) N 89C52 Micro Controller, 12 Mhz With 8279 Based Display / Keyboard N 8 Function Keys, 16 Hex Keys And 6 Digits Seven Segment Display N 3 Nos. Of 8 Bit Ports For The User ( 8255 ) In The Expansion Connector N 8 Bit Bar Graph Led Display, 8 Bit Dip Switch Input N Timer 0 Pulse Input Push Switch And Int 0 Input Push Switch N Port 1 Pin Outs And To Use Port 1 Using 4 Switches And 4 Leds N Serial Facility And Windows Based Software To Download Hex File From Pc To Kit N 8 K Ram And 16K Rom Expansion Socket N Necessary Data Lines, Address Lines And Control Lines In The Expansion Connector N Built In Power Supply, Casing To Keep The Kit Safe And Detailed Manual Nprinted Circuit Board ( Pcb ) Size : 275X190 N 3 Digital I / O Interface Board N 8 Nos. Of High Quality Toggle Switches And N 8 Nos. Of Leds. N Input Devices Ldr, Reed Relay, Push N Button And Opto Interrupter N Output Devices Relay, Opto Coupler, N Piezo Buzzer And Speaker N Printed Circuit Board ( Pcb ) Size : N 160X100 N N 4 Matrix Keyboard Interface Board N- 4 X 4 Matrix 16 Key Keyboard N- 1 Seven Segment Display N- Printed Circuit Board ( Pcb ) Size : 160X100 5 Seven Segment Led Display Interface Board N4 Junction Road, 4 Set Of Red, Green And Yellow Leds N Pedestrian Crossings Bi-Colour Leds, Control Switch To Control Day And Night Operations N Printed Circuit Board ( Pcb ) Size : 160X100 6 Traffic Light Controller Interface Board N 4 Junction Road, 4 Set Of Red, Green And Yellow Leds N Pedestrian Crossings Bi-Colour Leds, Control Switch To Control Day And Night Operations N Printed Circuit Board ( Pcb ) Size : 160X100 7 8 Bit Adc Interfaces Board N- Thermistor Lm 35 Input In One Channel N- 0-5V Variable Input In Another Channel N- 8 Leds To View The Digital Output, N- Necessary Control Signals For Adc 0809 N- Leds For Measuring The Temperature In Binary N- Printed Circuit Board ( Pcb ) Size : 160X100 8 8 Bit Dac Interface Board N One Channel Dac Output 0-10V N 8 Bit Input From The Controller N 8 Leds To View The 8 Bit Dac Input In Binary N External Power Supply ±12V Or 15V Needed N Printed Circuit Board ( Pcb ) Size : 160X100 N 9 Stepper Motor Control Interface Board N- Stepper Motor Driver Circuit N- Small Unipolar Stepper Motor To Be Operated At +5V Dc N- Push Switch For Step Input, Toggle Switches For Direction And Speed N- Printed Circuit Board ( Pcb ) Size : 160X100 N 10 Dc Motor Control Interface Board N- Speed Control Circuit Using Pwm Technique N- Small Dc Motor To Be Operated At +5V Dc N- 2 Nos. Of Thumb Wheel Switches Input For Duty Cycle N- H Bridge Driver Ic For Driving Dc Motor N- Control Switches To Give Control Inputs ( Direction And Speed ) N- Printed Circuit Board ( Pcb ) Size : 160X100 N 11 Sending Data Through Serial Port Between Controller Kits N Rs232 Cable Double Ended With Kit To Kit Connections N
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Statutory Bodies & Commissions/Committees No of Bidders 5
Tamil Nadu View Result →
22.
Housing Urban and Rular Development #10564353 Price Bid
Tender For Widening Of Road Harpalu To Rampura Via Bhojan Km 0/0 To 23/0; 1 Part A Earthwork 2 Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201.By Mechanical Means In area of non-thorny jungle 3 Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per MoRTH Specification Clause 301.3 4 Construction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of Tables 300-1 and 300-2 as per MoRTH Specification Clause 305.3 5 Construction of reference bench mark (1 No.), working bench mark (4 Nos.) and near all drainage structures and bridges (as per direction of Engineer-in-charge), reference pillar/ burgees @ 50m interval on both side of formation width including marking of centre line, setting out curves, recording of levels, white washing and lettering etc. complete as per MoRTH specifications cl. 109. 6 Part B Metal and Metalling 7 Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per MoRTH Specification Clause 202 By Mechanical Means Bituminous Courses 8 Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per MoRTH Specification Clause 202 By Mechanical Means Granular Courses 9 Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately 10 Granular Sub-Base with Close Graded Material (Table:- 400-1) Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means. For Grading-I Material 11 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406. with Average lead 5 Km 12 Part C BT Work 13 Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502 14 Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRTH Specification Clause 503. 15 Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tones per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 percentby 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 Specifications Clause 505 complete in all respects. Bitumen (VG-30) Grading - II (26.50 mm (Nominal Size)) 16 Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6per centof 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 Specifications Clause 507 complete in all respects for Grading-II(13 mm nominal size) Bitumen (VG-30) 17 Part D Cement Concrete Pavement 18 Construction ofun-reinforced , plain cement concrete pavement M30 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cementas per Clause 602.2.2 , coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a in fullyautomatic Batching Plant andtransported to site intransit mixer for having continous agitated mixer, manufactured as per approved mix designincluding pumping of R.M.C. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge 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 Fixed Form Paver and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawingand MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately). 19 Part E Shoulder Work 20 Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means. G III 21 Construction of granular sub-base cum (excluding granular material) by spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401. 22 Part F Road Furniture 23 Providing and fixing Mukhya Mantri Sadak Yojana/ Mahatma Gandhi Rajya Sadak Yojana informatory sign board with logo for roads funded by State road fund having M.S. Definition plate of 1.60 mm thickness frame to steel hollow dsection of 75mm x 75mm, 2.5m long stove enamelled paint with hold fast including paint logo as per approved design and colours. The logo shall be made out of 1.6mm thick circular plate duly framed with MS angle 25x25x5 mm on back and fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular shall be plain at the junction of base plate. The size of definition plate shall be 1500x600mm and embedding the posts by M-15 cement concrete block45 cm x 45 cm x 60 cm, 60 cm below ground levelincluding lettering / writing and painting etc. complete in all respect.as per MoRTH Specification Clause 801. 24 Providing and Erecting typical Citizens information Board as per approved drawing & specification made of two MS sheet of 1.6 mm thick each of size 900mm x 750mm stiffend by angle iron 25mmx25mm x 3mm all around the plate & plates fixed on frame of 75mm dia pipe of 12 SWG sheet (vertical post 3050 mm with angle holdfasts and horizontal member 900mm) to be joined by embedded in cement concrete M-15 grade of block of 600mmx 600mm x 750 mm size below ground level as per enclosed drawings & as directed by Engineering incharge. All MS will be stove anmeled on both side lettering. Figuring and border will be with ready mixed synthethic enamel paint of superior quality in required shade and colour etc complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per Specification. 25 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and MoRTH Specification Clause 801 600 mm equilateral triangle 26 Supply & Fixing of Chevron sign of size 75x60 cm made out of aluminum sheet 2 mm thick with fixing provision on M.S. angle iron post 50x50x6 mm 3 M long screwed with stainless steel nut bolts of 8mm dia, plate is covered by high intensity grade yellow retro-reflective sheeting and black screen printed arrow on Retro Reflective Sheet, complete in all respect. Comp. in all respect duly post painted in alternate band of Black/White synthetic enamel paint & hold fast at bottom 27 Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1. fixed over aluminium sheeting, 2 mm thickwith areanot exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRTH Specification Clause 801. Direction and Place Identification signs upto 0.9 sqm size board 28 Providing and laying rounded hump type speed breakers for crossing speed 25 km/h as per IRC design including providing and applying bitumen emulsion tack coat,making speed breaker in designed profile with bituminous macadam, providing seal coat type B for sealing the voids and marking chequered pattern with thermoplastic paint complete as perIRC : 99-1988 3.70 meter wide and 10 cm high for general traffic 29 Reinforced cement concrete M15grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801 30 5th Kilometre Stone (precast) 31 Ordinary Kilometer Stone (Precast) 32 200 m stone (precast) 33 Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160 C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements. 34 Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.as per MoRTH Specification Clause 804. 35 Part G Protection Work 36 Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. Ordinary soil Upto 3 m depth 37 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 10 Nominal mix 1:3:6 38 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 R.C.C grade M 20 39 Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and MoRTH specification Clauses 1009,1600 & 2202 40 Providing 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 MoRTH specification Clauses 1409, 2204.4, 2206.4 & 2706 41 Part H Culvert/Drain 42 Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. Ordinary soil Upto 3 m depth 43 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 10 Nominal mix 1:3:6 44 Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2905. 45 600 mm dia 46 300 mm dia 47 Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial.Ordinary soil Upto 3 m depth 48 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 10, Nominal mix 1:3:6 49 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 20, Nominal mix 1:2:4
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 5
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23.
Drinking Water Supply and Sanitation #10540777 Price Bid
Tender For Desilting Of Kanhiya Nagar Sps By Super Sucker Machine In Ac-16 Tri Nagar Under Ee ( Nw ) Iii, Desilting And Taking Out Of Debris / Silt / Rubbish Etc . From Trunk Sewer Which Is Heavily Surcharges By Mechanical Device As Like Super Sucker Machine / Mechanical Device I / C Safe Disposal Of Silt With In Muncipal Limits And There After Cctv Survey Of Sewer Line With Plan & Tilt Ratated Camera And Recording And Giving Three Set Of Cd Or Cassete As Directed By Engineer-In-Charge . Sealing Of All Joints Of The Sewer Line Found Leaking With Admixture Of Cement And Other Suitable Chemical Installation Of Adequate Number Of Over Pumping , System Lead Proof Stanking Arrangement Of U / S & D / S Side Working Length Temporary Rising Main Etc . To For Smooth Flow Of Sewerage System To Avoid Flood In The Area Supply Of All Material , Labour Tool & Plants Temporary Power Connection With Standby Generator Set Of Capacity Of At Least 62 . 5 Kva , Gas Detector Forced Air Ventilators Etc . & Provision Of Safety Equipment As Per Guide Lines Laid In Is 11972 ( 1987 ) / International Standard , Traffic Control Arrangement And Proper Lighting At Night Barricading Display Of Sign Boards Insuarance Of Workman & Cleaning Of Site Removal Of All Hindrances / Obstructions , Unforseen Items Permissions From Other Departments ( Department Will Only Assist In Getting The Permission Etc . ) Cutting Of Bituminous Road , Excavation , Demolising Of Brick Work In Taper Portion Of The M / H & Restoring & Getting The Same Constructed Complete; . All Inclusive & Nothing Extra Shall Be Payable .
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Boards / Undertakings / PSU No of Bidders 5
Delhi View Result →
24.
Drinking Water Supply and Sanitation #10540775 Price Bid
2 Desilting Of Deep Main Peripheral Sewer Line 300 To 600 Mm Dia By Super Sucker Machine Along Najafgarh Drain Road In Tri Nagar Ac-16 Under Ee ( Nw ) Iii . , Desilting And Taking Out Of Debris / Silt / Rubbish Etc . From Trunk Sewer Which Is Heavily Surcharges By Mechanical Device As Like Super Sucker Machine / Mechanical Device I / C Safe Disposal Of Silt With In Muncipal Limits And There After Cctv Survey Of Sewer Line With Plan & Tilt Ratated Camera And Recording And Giving Three Set Of Cd Or Cassete As Directed By Engineer-In-Charge . Sealing Of All Joints Of The Sewer Line Found Leaking With Admixture Of Cement And Other Suitable Chemical Installation Of Adequate Number Of Over Pumping , System Lead Proof Stanking Arrangement Of U / S & D / S Side Working Length Temporary Rising Main Etc . To For Smooth Flow Of Sewerage System To Avoid Flood In The Area Supply Of All Material , Labour Tool & Plants Temporary Power Connection With Standby Generator Set Of Capacity Of At Least 62 . 5 Kva , Gas Detector Forced Air Ventilators Etc . & Provision Of Safety Equipment As Per Guide Lines Laid In Is 11972 ( 1987 ) / International Standard , Traffic Control Arrangement And Proper Lighting At Night Barricading Display Of Sign Boards Insuarance Of Workman & Cleaning Of Site Removal Of All Hindrances / Obstructions , Unforseen Items Permissions From Other Departments ( Department Will Only Assist In Getting The Permission Etc . ) Cutting Of Bituminous Road , Excavation , Demolising Of Brick Work In Taper Portion Of The M / H & Restoring & Getting The Same Constructed Complete; . All Inclusive & Nothing Extra Shall Be Payable . 600 Mm Dia , 533 Mm Dia , 450 Mm Dia , 300 Mm Dia
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Boards / Undertakings / PSU No of Bidders 6
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25.
Drinking Water Supply and Sanitation #10523073 Price Bid
Tender For Interception & Diversion (I&D) & Stp For Existing Drain In Dhampur Town/Npp, Distt Bijnor - Civil Works of 7.2 MLD STP and 7 KLD Septage Co-Treatment Facilities 2 Design, Construction, Supply of all materials, Erection and Commissioning of 7.2 MLD STP and 7 KLD Septage Co-Treatment Facilities with all the civil,LT/HT panel room, sub station building, DG set foundation, admin buidling, laboratories, meter room and campus development [Construction of Internal Road (CC Road, 3.6m wide, area approx 2000sqm),fiiling of earth if required]fully furnished administrative building having fully functional testing laboratory, PLC/SCADA Rooms, Power Generation building, Blower building, sludge handling system & other building required for technology proposed. OCEMS system at inlet & outlet of STP and master control station (MCS) at STP. Conference room suitable for 15 people, 4 rooms with a attached toilet for supervisory staff and a toilet block, drinking water cooler, all office rooms and conference room (Air Conditioned)., staff quarters as per requirement and specification, external water supply (20KL tank including tube well and pumping arrangement,sanitation work) etc. all complete for STP with co-treatment facilities. STP shall be based on SBR Technology OR any proven technology. The effluent quality for agricultural uses (PH-6.5 TO 8.3, SS-30 mg/l, Oil&Grease-10 mg/l, BOD-10mg/l) , COD-30 mg/l , Residual chlorine-nil , TKN-10mg/l, Nitrate N-10 mg/l, F.C.-230 MPN/100 ml, Dissolved P-5 mg/l (preferable 2 mg/l). ) shall be maintained asper CPHEEO manuals. Latest NGT norms for effluent discharge shall be adhered. The cost is inclusive of (Peak flow 24.11 MLD) (civil works). 3 INTERCEPTOR SEWERExcavation below G.L. upto depth as specified for laying sewer and manhole ordinary soil (earth, sand, loam and clay) including cutting of joints pits ramming dressing) leveling, refilling of trenches in 20 cm layer watering and ramming the same including (8% reduction due to excavation already taken in manhole and SCC) 4 (a)0.00 to 1.50 m 5 (b) 01.50 to 03.00 m 6 (c) 03.00 to 04.50 m 7 Provide and fix close timbering in trenches for the depth as specified below G.L. consisting of 40 mm thick approved country wood plank for polling board 125 x 75 mm eucalyptus-Safeda-Sal Wood wallers and 100 mm dia ballies for shuttering at 1.5 m C/C including all labour etc , complete 8 (a)1.5 to 3 m 9 (b) 03.00 to 06.00 m 10 Same as item No. 3 but for open timbering (No timbering for depth <1.50m) 11 (a) 1.50 to 03.00 m 12 Timbering left in trenches (No timbering for depth <1.50m) 13 Open Timbering left in trenches (used timbering) 0-3m depth 14 Closed Timbering left in trenches(used timbering)0-3m depth 15 Closed Timbering left in trenches(used timbering)3-6m depth 16 Supply of following sizes of RCC spigotted and socketed non pressure pipes( Dia. In mm ) with structural strength as per IS 458 : 2003 and its latest amendment(s).NP3 17 600 mm dia 18 700 mm dia 19 Carting following sizes of R.C.C. Hume pipe NP3 Class Socket / spigot rubber ring jointing and specials from store to the work lowering and laying the same in to the trenches upto depth as specified below G.L. true to alignment600 mm dia pipe 20 01.50 - 0 3.00 m 21 03.00 - 04.50 m 22 700 mm dia pipe 23 01.50 - 0 3.00 m 24 Cement concrete work in bedding below G.L. at specified depth with cement, coarse sand and 20 mm gauge approved stone ballast (1:2:4) including supply of all materials, labour, T&P etc. required for the proper completion of work. 25 (c) 03.00 to 04.50 m 26 Filling granular material (well graded crushed rock or gravel maximum size 20mm) into the trenches for class B bedding (granular bedding) including watering compaction, labour T&P etc. for completion of work. 27 (b) 01.50 to 03.00 m 28 Supply (excluding cartage) of granular material (well graded crushed rock or gravel of maximum size 20mm)for class B bedding (granular bedding) 29 Construction of circular type brick masonry HD (HD25) manhole (with Extra Heavy Duty type manhole cover) with top slab made of cement concrete 1:1.5:3 with graded granite stone aggregate (12 mm nominal size), wall made of brick masonry using 1st class bricks having crushing strength between 100 to 149 kg/cm² in cement mortar 1:4 inside plastering 12 mm thick 1:4 finished smooth with neat cement, pinning, outside plaster 1:4 and making channels with cement concrete 1:2:4 graded granite stone aggregate (12 mm nominal size) complete with including Plastic Encapsulated M.S. foot Rest staggered at 0.375 mtr interval, including excavation, reinforcement. 30 1200mm internal dia., 3.30m deep 31 1500mm internal dia., 4.95m deep 32 Extra for every additional depth of 1 m or part there of in following size of circular manholes. 33 1200mm internal dia., 3.30m deep 34 1500mm internal dia., 4.95m deep 35 Dismantling/Cutting of Cement Concrete road for laying sewers, manholes, sewer connection chambers etc.including shorting out and stacking serviceable materials and disposal of unserviceable materialsas per direction of Engineer Incharge. 36 Reinstatement of Concrete road for laying sewers, manholes, sewer connection chambers etc.including shorting out and stacking serviceable materials and disposal of unserviceable materials as per direction of Engineer Incharge. 37 Providing and erecting temporary barricading at site as per drawing/ direction of Engineer-in-Charge which includes hiring of Ballies and arrangement for traffic diversion such as traffic signals during construction at site as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge. (Note :- One time payment shall be made for providing barricading from start of work till completion of work i/c shifting. The barricading provided shall remain to be the property of the contractor on completion of the work). The rate is for unit length of pipe laying. 38 Disposal of Surplus Earth as per direction of Engineer Incharge. 39 Construction of Boundary Wall 2.0m ht. above plinth level 0.23m width with RCC Column @3m c/c with plinth beam and foundation avg. 2 m depth including reinforcement and RCC coping on top of wall with plaster (1:4) and painting (apex painting 3 coat) as per type design and drawing at the STP site 40 MS gate (3.6m wide with 1.50m wicket gate with 0.35 m x0.35m RCC piller) 41 Cnstruction of Intermediate Pumping Station (IPS) as per specification, accesory building & design approved by Engineer in Charge 42 Sewage Rising main from IPS Excavating trenches for pipes 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 per direction of Engineer Incharge. 43 0.0 to 1.5 mtr. Depth (do - in all kindes of soil) 44 Supply of 400mm dia. DI K9 pipe and special for the pumping mains including all complete pipes conforming to IS : 8329- 400 mm 45 Providing and fixing C.I. sluice valves (with cap) complete with bolts,nuts, rubber insertions etc.(400mm) 46 Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete 150 mm 47 Carting of 400mm dia DI K9 pipe and specials from store to the work lowering the same in to the trenches upto depth as specified below G.L. inclduing testing of pipes etc. 48 Providing & Constructing masonry Chamber 1.5x1.5x1.5 m inside, in brick work in cement mortar 1:3 (1 cement : 3 coarse sand) for valve, withcast insitu RCCslab with necessary reinforcment.The valve chamber shall be plastered with CM 1:4, A levelling coars of M10shall be provided.The cost is inclusive of excavation , disposal and construction of valve chamber with moduar bricks plasting with cement mortar with all lead and lift etc., as per specification & drawing 49 Sluice valve, Air valve chambers 50 Dismantling/cutting of the BOE road for laying sewers, manholes, sewer connection chambers etc.including shorting out and stacking serviceable materials and disposal of unserviceable materials upto distance of 50 m. 51 Reinstatement of the BOE road for laying sewers, manholes, sewer connection chambers etc.including shorting out and stacking serviceable materials and disposal of unserviceable materials upto distance of 50 m. 52 Interception and diversion (I&D) Structure works 53 Cnstruction of Interception and Diversion Structure works as per specification, accesory building & design approved by Engineer in Charge 54 Treated Effluent line (400mm Dia DI K7) (STP to Disposal point (Khow river) 55 Excavating trenches for pipes 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.0.0 to 1.5 mtr. Depth do - in all kindes of soil 56 Supply of 400mm dia. DI K7 pipe and special for the pumping mains including all complete Pipes conforming to IS : 8329- 400 mm 57 Providing and fixing C.I. sluice valves (with cap) complete with bolts,nuts, rubber insertions etc.all complete required for completion of work (400mm dia) 58 Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. all complete required for completion of work150 mm 59 Carting of 400mm dia DI K7 pipe and specials from store to the work lowering the same in to the trenches upto depth as specified below G.L. inclduing testing of pipes etc. 60 Providing & Constructing masonry Chamber 1.5x1.5x1.5 m inside, in brick work in cement mortar 1:3 (1 cement : 3 coarse sand) for valve, withcast insitu RCCslab with necessary reinforcment.The valve chamber shall be plastered with CM 1:4, A levelling coars of M10shall be provided.The cost is inclusive of excavation , disposal and construction of valve chamber with moduar bricks plasting with cement mortar with all lead and lift etc., as per specification & drawing. 61 Sluice valve, Air valve chambers 62 Dismantling/cutting of BOE road for laying sewers, manholes, sewer connection chambers etc.including shorting out and stacking serviceable materials and disposal of unserviceable materials upto distance of 50 m. 63 Reinstatement of BOE road for laying sewers, manholes, sewer connection chambers etc.including shorting out and stacking serviceable materials and disposal of unserviceable materials upto distance of 50 m. 64 E/M WORKS 65 STP ( 7.2 MLD ) And Co Treat ment Plant ( 7 KLD ) 66 A. Design, Supply of all Materials, Erection, Testing,Commissioning and 3 month trial run Of Electrical, Mechanical & Instrumentation Equipments at STP (7.2 MLD )with all required electrical& mechanical works, PLC/SCADA work, electrification & street lighting work and Online Continuous Effluent Monitoring System (OCEMS) etc. all complete as per tender documentfor STP.The effluent quality for agricultural uses ( PH-6.5 TO 8.3,SS-30 mg/l, Oil & Greases -10mg/l, BOD- 10mg/l,COD-30 mg/l,Residual Chlorine-nil, TKN-10mg/l, Nitrate-10mg/l, FC-230MPN/100ml Dissolved P-5mg/l (preferable 2mg/l).) shall be maintained as per CPHEEO mannuals Latest NGT norms for effluent discharge shall be adhered. The rate is Considered for SBR Technology. The STP shall be capable to treat the raw sewage having minimum concentrationmentiond in CPHEEO mannual. Firm has to complete Design, Supply, Erection, Testing,Commissioning and 3 month trial run of Substation Work like HT Panel, Transformer & its associated equipments and DG Set Work with AMF Panelwith considering load of STP and MPS both.B. Design, Supply of all Materials, Erection and Commissioning and 3 month Trial Run of Co-Treatment Plant ( 7 KLD ) having manual screen with-SS 304 with bar size (50 mm x 10mm) and gaping 20 mm, Screw Pumps (2 Kl/h 1W+1S), Screw Press Machine (3 KL/H) with double cylinder having VFD for its operation , 1000 Lit. PVC tank for washing screw press machine. all type pipe and fittings, LT panel and cabling material,Dewatering Pumps (1W+ 1S), 2HP Blower with 6 Nos Diffusers etc complete. including Supply and 3 month trial run of 1 No. 1500 Lit. Cesspool Vehicle having 30 HP Reputed make Tractor (with Registration Certificate and insurance papers) 67 E./M. Works at MPS 68 Electrical Works 69 H.T.Panel( Comprising with 1 -I/C and 2 -O/G. (panels should be TYPE TESTED ASSEMBLY ( TTA) type only) 70 SITC of Indoor Type Floor mounted HT Panel with11 KV, 630/800 Amps 3 phase, 50 Hz Vacuum Circuit Breaker (VCB) Panel Fabricated by System Integrator of VCB Manufacturer as per IEC 62271-1,100,200 Standard made from Powder painted pre-fabricated, CRCA sheet steel /High quality Aluminium-Zinc (Aluzinc) coated sheet steel. Fabrication shall be done through CNC turret press and CNC bending machine having a rupturing capacity of 500 MVA, 26.3 KA breaking capacity for 3 sec, Internal arc type tested for 26.3KA for 1 sec with AFLR clasification with suitable capacity of bus bar connected with the incoming and outgoing panels as per given details- 71 Supply installation testing and commissioning of Incoming Panel comprising of following: - VCB 630/800 Amps . VI of VCB should be sealed for 30000 operation. VCBoperationg mechanism should be of M2 duty for minimum 10000 mechanicaloperation. - Closing & tripping coil of VCB should be of continious rating to achive minimal failure. - Resin Cast type CT having Ratio : 400-200A/ 1-1 A, Core1: 5P20, 5 VA; Core 2: 0.5, 5 VA (How ever CT Ratio shall be decided as per load requirement)- VT Ratio: 11KV/1.732/110V/1.732/110V/1.732, -Core 1: 0.5, 20VA should be floor mounted and to be connected from the back side of the panel.- Numerical relay (should be VCB manufacturers own make) having protections of 50,51, 50N,51N,TCS. The relay shall have programable 4 digital Input , programable 6 Digital Output and programable 4 nos. LED at HMI.- Ammeter with Selectorswitch and Volt meter with Selector switch- Multifunction Meter of Acc Class 0.5, having facility to monitor KW, KVA,KVAR, PF, KWH, KVARH, KVAH, A,V etc.- Trip circuit supervision relay (feature of numerical relay)- LR, TNC switch, indication lamp - CB ON/OFF, spring charge, Auto trip, TCS healthy etc., Space heaters - Power Pack (230V AC- 110V DC) and 8/12 window Annunciator. (1set, included in STP costing) 72 Supply Installation Testing and Commissioning Outgoing Panel comprising of following: - VCB 630/800 Amps . VI of VCB should be sealed for 30000 operation. VCBoperationg mechanism should be of M2 duty for minimum 10000 mechanicaloperation. - Closing & tripping coil of VCB should be of continious rating to achive minimalfailure. - Resin Cast type CT having Ratio : 400-200A/ 1-1 A, Core1: 5P20, 5 VA; Core 2: 0.5, 5 VA (How ever CT Ratio shall be decided as per load requirement)- Numerical relay (should be VCB manufacturers own make) having protectionsof 50,51, 50N,51N,TCS. The relay shall have programable 4 digital Input ,programable 6 Digital Output and programable 4 nos. LED at HMI.- Ammeter with Selectorswitch and Volt meter with Selector switch- Multifunction Meter of Acc Class 0.5, having facility to monitor KW, KVA,KVAR, PF, KWH, KVARH, KVAH, A,V etc.- Trip circuit supervision relay (feature of numerical relay)- LR, TNC switch, indication lamp - CB ON/OFF, spring charge, Auto trip, TCS healthy etc., Space heaters - Power Pack (230V AC- 110V DC) (2 sets, included in STP costing) 73 Providing & Laying XLPE insulated as per IS:7098/II/85 H.T.cable as per PWD specification for electrical Works for working voltage 11 K.V.(E) in existing RCC / Hume /Stoneware / PVC pipe/ open duct/cable trench, on existing cable trays or on surface etc. including making necessary connection, testing etc. (included in STP costing)3 core X 120sq.mm. armored HT Cable (From HT Panel to Transformers) -60 metersTrench making and covering of trench in all respect.- 60 metersSITC of 11 KV End Termination Kit Indoor type (3 core, 120sq.mm) - 4 sets11 KV, 2.5 mm thick with proof voltage 22 KV / 3 min. and Break Down Voltage 45 KV - 2.5 SqmTransformer:Suitable capacitywith Off -LTC (+5% to - 10% @ 2.5%) : S I T C of star rated Copper wound distribution Transformer of suitable capacity rating 11/0.433KV Delta-Star Connected, Vector Group Dyn 11,ONAN Cooled & losses as defined as per IS 1180 part I 2014. including standard accessories like conservator, silica gel breather, radiator, fins, HT cable box & LT cable boxes, ISI marked drain valve, Dial type Temperature gauge, first filling of transformer oil as per IS :335-1953, Epoxy based paint, including carrying of pre-commission Testing & Charging of Transformer complete in all respect. (included in STP costing) -- 2 Nos. 74 L.T. Panel (panels should be TYPE TESTED ASSEMBLY ( TTA) type only)SITC of 0.415 kV L.T. control panel for pumping plant-L.T. control panel suitable to operatedon 415 ± 6 %volt , 3 Phase , 50 Hz, AC supply as per details given below-(A) 2 Nos incoming ACB panels and 1 outgoing ACB panel, each consisting of following items -(i) 4 pole Microprocessor based release Draw out type ACB (Motorised charging type) ,630 A Rating ,50 kA- 1 No.(ii)C.Ts of suitable ratio- 1 No.(iii)Ammeter with selector switch - 1 No.(iv) Voltmeter with selector switch- 1 No. (v)Power factor meter(0.5 Lag&0.5Lead) - 1 No.(vi)Frequency meter-1 No.(vii)KWH meter - 1 No. (viii)2 Pole over current relay& one pole earth fault relay - 1 No.(B)Bus bar chamber having 3 Nos. bus bars for phase and 1 No. bus bar for neutral of suitable size – 1 No. (C) 6 Nos. composite panels for pumping plants, each consisting of following items –(i) 4 pole MCCB 63 A current rating, 50 KA short circuit breaking capacity With Microprocessor based release with adjustableadjustable O/L & S/C setting with Inbuilt Instantaneous and Ground fault Protection -1 No.(ii)C.Ts. of suitable ratio- 1 No.(iii)Ammeter with selector switch - 1 No.(iv) Automatic start / stop device according to level in the sump- 1 No.(v)Indicating lamps(Auto/manual/low level/ reverse rotation) - 1 Set (D) 3 Nos. outgoing panels for miscellaneousworks, each consisting of following items – (i) MCB of 40 A capacity- 1 No.(ii) C.Ts. of suitable ratio- 1 No. (iii) Ammeter with selector switch - 1 No.(iv) Indicating lamps- 1 Set (E)APFC Panel for total load.(F) 4 pole Microprocessor based release Draw out type (Motorised charging type) ,630 A Rating ,50 kA Panel for DG sets incoming - 1 NO (G) Bus coupler arrangement in panels 75 LT Cable laying and jointing 76 Power and control cable-Supply of 185 sq. mm 3.5 core cable - 2 Run required for power fromeach Transformer to each L.T. panel , 50 sq. mm X3 core-1 run cable for power from starters to Motor including lugging and jointing, laying, trench excavation and compaction as well as complete cabling of automation systemetc. complete in all respect. 77 Earthing 78 Plate Earthing as per IS:3043 with copper Earth plate of purity >95% of size 600mm x 600mm x 3.0mm by embodying 3 mtr. below the ground level with 20 mm dia. G.I. B class watering Pipe ,including all accessories like nut, bolts, reducer, nipple, wire meshed funnel, and Heavy duty weather proof poly-propylene earth pit chamber with lockable Jam free lid suitable for safe working load 5000 Kg or more of size Top Dia. 225 to 260 mm, Bottom Dia 300 to 350 mm. and Height 250 to 300 mm. and embodying the pipe complete with alternate layers salt and coke/ charcoal, testing of earth resistance for value of 5 ohms or less as required & must record by engineer in charge during site visit and ensure to enter in measurment book. All as per pre approved by Engineer in charge. 79 Pipe Earthing as per IS:3043- 1987 with 3.0 Mtr. Long, 40 mm dia. B class G.I. Pipe IS: 1239 (Part-1) 2004, Equivalent to BS : 1387 with perforated holes of 12 mm dia ,including all accessories like nut, bolts, reducer, nipple, wire meshed funnel, and Heavy duty weather proof polypropylene earth pit chamber with lockable Jam free lid suitable for safe working load 5000 Kg or more of size Top Dia. 225 to 260 mm, BottomDia 300 to 350 mm. and Height 250 to 300 mm. and embodying the pipe complete with alternate layers salt and coke/ charcoal, testing of earth resistance for value of 5 ohms or less as required & must record by engineer in charge during site visit and ensure to enter in measurment book.All as per pre approved by Engineer in charge. 80 Supply & Laying of 50mmX6mm size GI earth strip in horizontal or vertical run in ground/surface/recess including riveting,soldering, saddles, Jointing shall be done by overlapping and with 2 set of GI nut bolt & spring washer spaced at 50cm making connection etc.(20meter for each earthing) 81 Charges of Electrical safety Clearance 82 Expenditure on B&L Form, Challan etc. 83 Proper fencing of substation portion as per I.E. rules. (Ref. Ongoing AMRUT Work Aligarh Sewarage) 84 STARTER PANEL 85 SITC of Compraising of Soft Starter, suitable to meet the basic requirement of motor protections and suitable to run 20 HP motor (To be fixed in composite panel of LT Panel) 86 Mechanical Works 87 PumpThesubmersible non clog pumpset should be single stage having two vanes enclosedimpellercoupled with submersible motor of 20 HP Rating 400 Volt ±10%,3 phase 50 Hz, solid handling capacity 125mm, suitable to pump raw sewage with an specific gravity 1.03 having following construction of material with 10 Met. cable as offered. (4W+2S)Casing-2% Ni Cl. IS.210 grade F.G.220 with hardness 275 BHN.Impeller-Stainless steel CF-8Mshaft-stainless steel AISI-410Discharge of pump= 3110 lpmTotal Head= 16 M or as per designSpeed=980Quantity of pumps. 88 Guid Rail System 89 Guide rail system (Automatic coupling system) for 20 HP submersible pump setscomplete for above pump set.(6 Sets, included in item no. 51.01) 90 Lifting Chain , MOC- alloy steel, lifting chain with oval ring @ 1m & with D/Bow shackle (6 Sets, included in item no. 51.01) 91 Main piping and Valves.Main piping and valves 200 mm dia delivery, 350 mm diacommon header line. 92 Valves.Confirming to IS 780/2906 or as applicable PN rating- 1.0Type of liquid to be handled-potable water 93 Material of constructionBody-CI,IS-210 grade FG 200Wedge-CI IS210 Grade FG200Spindle-Stainless steel AISI304Sheet and face Ring-SS ASTMA 743 Grade C.F.8 MChannel& Shoe-S.S.AISI,.304Drain& Air plug-S.S.AISI.304Bushing arrangement-Halprene on bronzeRivets-AISI:304Fasteners-MS 94 Motor Operated Sluice Valves 95 Sluice Valve 200 mm dia 96 Sluice Valve 350 mm dia 97 Reflux Valve 98 Reflux valve 200 mm dia N.B. 99 PipingsNote : Regarding the size of pipes, Tee, Bend etc, contrctor is required to designed them self and may got it approved by the department before execution of works along with layout drawing taking 200mm pipe 60m and 350 mm pipe 15m . 100 200 mm, K9 delivery pipes for all six pumping plant 101 350 mm, K9 common header pipes 102 Specials like bend, tee, D Joint etc. 103 Nut Bolt, Washer Rubber packing etc 104 INSTALLATION, TESTING & COMMISSIONING 105 Installation & Commissioning of all 6 Nos. Pump set,Piping & Valves as mentioned in above. 106 Level Transmitter (For Hi-Lo cut-off & alarms) 107 SITC of Radar type level transmitter shall be provided in the pump house for measuring the sewage level in wet sump. The indicator shall be digital type showing depth in meters and shall be capable for input to PLC or HMI touch sceen for display. 108 Electro magnetic flow meter 109 SITC of CE/UL certified Electro magnetic flow metersuitable to measure 0 to 30 MLD flow to be fitted in 350 mm dia main header line. 110 E.O.T. Crane 111 SITC of 3 Tonn E.O.T. crane providing, erecting and commissioning single girder electrically operated rectangular over head travelling crane with 6 m lift complete with wire rope hoist, class II duty, all three motions electrically operated by suitable rating motor IP 54, control panel and down pendent control block. 112 Chequerred plate and guards 113 SITC of 3mm thick M.S chequerred plate over all the run of cables trenches to cover properly and M.S. grill and M.S. guard over all pipes ducts and other point where required as per site condition (Ref. UP Jal Nigam, GM Gzb Rate) (3X0.75+3X0.9+7X0.6+1X0.9)X1=10.05sqmm. 114 PAINTING 115 Painting of all pumps piping and valves with two coat enamel paint. 116 LIGHT WIRING & Electrification (Ref. UP Jal Nigam E&M SOR, 2019) 117 Complete Internal Electrification of LT Panel room with 2 Nos. Exhaust Fan 118 Complete Internal Electrification of HT Panel room with 2 Nos. Exhaust Fan 119 IPS Campus with Solar Panel and LED Light of 3 sets. 120 D.G. SET AND ACCESSORIES 121 SITC of Radiator Cooled and Turbo charged Silent type suitable capacity DG set , engine ,alternator capable of developingat 415+6%, 50 Hz AC at 0.85 P.F. lagging and self exciting coupled with suitable BHP diesel engine through flexible coupling and mounted on common base plate complete with fuel tank inside the acousting system and inbuilt control panel, Governor, Manual & electric Start , Batteries with battry charger, Engine instruments panel,AVM pads, All controls for operationof DG set are from outside the enclosure with DG control panel having Microprocessor based Genset monitoring like Running Hour, RPM, Low Lube Oil tripping & control system, Ammeter, Voltmeter, PF meter, frequency meter, KWH meter,digital fuel display meter, Ind.lamps etc. mounted inside enclosure , visible and accessiblefrom outside. T , 3 Met exhaust pipe, D.G. set shall be mounted under open sky resting on the foundation as per design. (1 set, included in stp costing) 122 SITC of PLC Based Auto main failure (AMF) Panel forDG Set fabricated from CRCA sheet steel 2 mm Thick , Powder coated finish , Engine Start & Stop commands, control Relays , Ammeter & Voltmeter with selector switches, Control & 2 nos 4 pole Power Contactors with 2 no. of required size 4 pole MCCB, Timers, Electronic Hooter ,Visual & Alarm indication for faults, operator interface panel complete in all respect.(1 Set, included in stp costing) 123 Pipe Earthing as per IS:3043- 1987 with 3.0 Mtr. Long, 40 mm dia. B class G.I. Pipe IS: 1239 (Part-1) 2004, Equivalent to BS : 1387 withperforated holes of 12 mm dia ,including all accessories like nut, bolts,reducer, nipple, wire meshed funnel, and Heavy duty weather proof polypropylene earth pit chamber with lockable Jam free lid suitable for safe working load 5000 Kg or more of size Top Dia. 225 to 260 mm, Bottom Dia 300 to 350 mm. and Height 250 to 300 mm. and embodying the pipe complete with alternate layers salt and coke/ charcoal, testing of earth resistance for value of 5 ohms or less as required.(2 Job, included in stp costing) 124 Plate Earthing as per IS:3043 with copper Earth plate of purity >95% of size 600mm x 600mm x 3.0mm by embodying 3 mtr. below the ground level with 20 mm dia. G.I. B class watering Pipe ,including all accessories like nut, bolts, reducer, nipple, wire meshed funnel, and Heavy duty weather proof poly-propylene earth pit chamber with lockable Jam free lid suitable for safe working load 5000 Kg or more of size Top Dia. 225 to 260 mm, Bottom Dia 300 to 350 mm. and Height 250 to 300 mm. and embodying the pipe complete with alternate layers salt and coke/charcoal, testing of earth resistance for value of 5 ohms or less as required. (2 Jobincluded in stp costing) 125 Supply & Laying 50 mm X 6mm sizeGI earth strip in horizontal or vertical run in surface by means of Earth strip DMC Insulator including riveting/soldering/ welding, Jointing shall be done by overlapping and with 2 set of Brass (for Cu strip) / GI (for GI Strip) nut bolt & spring washer spaced at 50cm making connection etc. as required. (1 Job, included in stp costing) 126 Providing and Laying cable for DG Set to Panel ( armored aluminium )-(1 Job, included in stp costing) 127 Supplying and making one end termination with heavy duty brass compression gland (as per IS 12943- 1990) SIBG type, heavy duty aluminium lugs (as per IS 8309 - 1993 & IS 8337-1976 ) duly crimped with crimping tool, PVC tape as per PWD specification for electrical Works etc for following size of Armoured PVC insulated & PVC sheathed/ XLPE aluminium conductor cable of 1100 volt grade for 3.5 core X 185 sq mm. (4 Jobs, included in stp costing) 128 SCREENS AND GATES: 129 Rising type thimble mounted CI Sluice Gates of reputed make at IPS 130 Stainless steel Manual Bar Screen having bar size 50mmx10mm with (20 mm gaping) at mid year peak discharge (1w+ 1s) 131 Packing and Frieght 132 Installation, Testing and Commissioning 133 AUTOMATION OF MPS 134 CE& UL certified PLC/RTU with redundant CPU & power supply in IP 54 enclosure suitable to communicate with GSM based modem unit with redundant CPU & power supply with annalog & digital paramter & features as specified for each ZPS/OHT to store and transmit data on GSM backbone, RTU/PLC designed with logic to transfer data at multiple stations as specified in tender technical specification including full developed version of scada software with customization of software with laptop/desktop etc to monitor and control the ips from remote places. 135 GSM/GPRS based wireless communication with 4G modem for RTU/PLC capable to transfer & gather data from remote sites to control stations all accessories included with signal enhancer antenna made for pumping plant internet charges as specified in tender technical specification. 136 CE/UL certified intellignet Smart Energy Meter 137 Auto phase reversal unit with inbuilt time delay & enclosure (confirm to IEC-60947-1 & IEC-60947-b-1) 138 160 AMP rating 139 Electronic sensor type pressure measuring device suitable for pressure measurements of sewage flow in delivery and common header line. The material of construction of housing and other parts in contact with sewage shall be of stainless steel. These shall be of required protection category and complete with signal transmitting device and digital pressure indicator. 140 CE/UL Certified Surge protector for control panel. 141 CE/UL Certified 7 HMI touch screen suitable to communication with PLC/RTU for local display & control ofp rocess parameters. 142 Security Survillance IP Camera with recorder 143 Installation, commissiong & testing of above automation work 144 Expenditure on Operation & Maintenance of MPS including automation, Diesel Consumption & Electricity Consuption During 3 month Trial and Run Period 145 E./M. Works at IPS Dhampur 146 Electrical Works 147 H.T.Panel( Comprising with 1 -I/C and 2 -O/G .(panels should be TYPE TESTED ASSEMBLY ( TTA) type only)SITC of Indoor Type Floor mounted HT Panel with11 KV, 630/800 Amps 3 phase, 50 Hz Vacuum Circuit Breaker (VCB) Panel Fabricated by System Integrator of VCB Manufacturer as per IEC 62271-1,100,200 Standard made from Powder painted pre-fabricated, CRCA sheet steel /High quality Aluminium-Zinc (Aluzinc) coated sheet steel. Fabrication shall be done through CNC turret press and CNC bending machine having a rupturing capacity of 500 MVA, 26.3 KA breaking capacity for 3 sec, Internal arc type tested for 26.3KA for 1 sec with AFLR clasification with suitable capacity of bus bar connected with the incoming and outgoing panels as per given details- 148 Supply installation testing and commissioning of Incoming Panel comprising of following: - VCB 630/800 Amps . VI of VCB should be sealed for 30000 operation. VCBoperationg mechanism should be of M2 duty for minimum 10000 mechanicaloperation. - Closing & tripping coil of VCB should be of continious rating to achive minimal failure. - Resin Cast type CT having Ratio : 400-200A/ 1-1 A, Core1: 5P20, 5 VA; Core 2: 0.5, 5 VA (How ever CT Ratio shall be decided as per load requirement)- VT Ratio: 11KV/1.732/110V/1.732/110V/1.732, -Core 1: 0.5, 20VA should be floor mounted and to be connected from the back side of the panel.- Numerical relay (should be VCB manufacturers own make) having protections of 50,51, 50N,51N,TCS. The relay shall have programable 4 digital Input , programable 6 Digital Output and programable 4 nos. LED at HMI.- Ammeter with Selectorswitch and Volt meter with Selector switch- Multifunction Meter of Acc Class 0.5, having facility to monitor KW, KVA,KVAR, PF, KWH, KVARH, KVAH, A,V etc.- Trip circuit supervision relay (feature of numerical relay)- LR, TNC switch, indication lamp - CB ON/OFF, spring charge, Auto trip, TCS healthy etc., Space heaters - Power Pack (230V AC- 110V DC) and 8/12 window Annunciator. 149 Supply Installation Testing and Commissioning Outgoing Panel comprising of following: - VCB 630/800 Amps . VI of VCB should be sealed for 30000 operation. VCBoperationg mechanism should be of M2 duty for minimum 10000 mechanicaloperation. - Closing & tripping coil of VCB should be of continious rating to achive minimalfailure. - Resin Cast type CT having Ratio : 400-200A/ 1-1 A, Core1: 5P20, 5 VA; Core 2: 0.5, 5 VA (How ever CT Ratio shall be decided as per load requirement)- Numerical relay (should be VCB manufacturers own make) having protectionsof 50,51, 50N,51N,TCS. The relay shall have programable 4 digital Input ,programable 6 Digital Output and programable 4 nos. LED at HMI.- Ammeter with Selectorswitch and Volt meter with Selector switch- Multifunction Meter of Acc Class 0.5, having facility to monitor KW, KVA,KVAR, PF, KWH, KVARH, KVAH, A,V etc.- Trip circuit supervision relay (feature of numerical relay)- LR, TNC switch, indication lamp - CB ON/OFF, spring charge, Auto trip, TCS healthy etc., Space heaters - Power Pack (230V AC- 110V DC) 150 Providing & Laying XLPE insulated as per IS:7098/II/85 H.T.cable as per PWD specification for electrical Works for working voltage 11 K.V.(E) in existing RCC / Hume /Stoneware / PVC pipe/ open duct/cable trench, on existing cable trays or on surface etc. including making necessary connection, testing etc. 151 3 core X 120sq.mm. armored HT Cable (From HT Panel to Transformers) 152 SITC of 11 KV End Termination Kit Indoor type (3 core, 120sq.mm) 153 11 KV, 2.5 mm thick with proof voltage 22 KV / 3 min. and Break DownVoltage 45 KV 154 Transformer: 315 KVA with Off -LTC (+5% to - 10% @ 2.5%) : S I T C of star rated Copper wound distribution Transformer of 315 KVA rating 11/0.433KV Delta-Star Connected, Vector Group Dyn 11,ONAN Cooled & losses as defined as per IS 1180 part I 2014. including standard accessories like conservator, silica gel breather, radiator, fins, HT cable box & LT cable boxes, temperature rise in winding/oil 35-40 degree C, ISI marked drain valve, Dial type Temperature gauge, first filling of transformer oil as per IS :335-1953, Epoxy based paint, including carrying of pre-commission Testing & Charging of Transformer complete in all respect. 155 L.T. Panel (panels should be TYPE TESTED ASSEMBLY ( TTA) type only) 156 SITC of 0.415 kV L.T. control panel for pumping plant-L.T. control panel suitable to operatedon 415 ± 6 %volt , 3 Phase , 50 Hz, AC supply as per details given below-(A) 2 Nos incoming ACB panels and 1 No outgoing ACB panel, each consisting of following items -(i) 4 pole Microprocessor based release Draw out type ACB (Motorised charging type) ,630 A Rating ,50 kA- 1 No.(ii)C.Ts of suitable ratio- 1 No.(iii)Ammeter with selector switch - 1 No.(iv) Voltmeter with selector switch- 1 No. (v)Power factor meter(0.5 Lag&0.5Lead) - 1 No.(vi)Frequency meter-1 No.(vii)KWH meter - 1 No. (viii)2 Pole over current relay & one pole earth fault relay - 1 No.(B)Bus bar chamber having 3 Nos. bus bars for phase and 1 No. bus bar for neutral of suitable size – 1 No. (C) 3 Nos. composite panels for pumping plants, each consisting of following items –(i) 4 pole MCCB 400 A current rating, 50 KA short circuit breaking capacity With Microprocessor based release with adjustableadjustable O/L & S/C setting with Inbuilt Instantaneous and Ground fault Protection -1 No.(ii)C.Ts. of suitable ratio- 1 No.(iii)Ammeter with selector switch - 1 No.(iv) Automatic start / stop device according to level in the sump- 1 No.(v)Indicating lamps(Auto/manual/low level/ reverse rotation) - 1 Set (D) 2 Nos. composite panels for pumping plants, each consisting of following items –(i) 4 pole MCCB 100 A current rating, 50 KA short circuit breaking capacity With Microprocessor based release with adjustableadjustable O/L & S/C setting with Inbuilt Instantaneous and Ground fault Protection -1 No.(ii)C.Ts. of suitable ratio- 1 No.(iii)Ammeter with selector switch - 1 No.(iv) Automatic start / stop device according to level in the sump- 1 No.(v)Indicating lamps(Auto/manual/low level/ reverse rotation) - 1 Set (E) 3 Nos. outgoing panels for miscellaneousworks, each consisting of following items – (i) MCB of 40 A capacity- 1 No.(ii) C.Ts. of suitable ratio- 1 No. (iii) Ammeter with selector switch - 1 No.(iv) Indicating lamps- 1 Set (F)APFC Panel for total load.(G) 4 pole Microprocessor based release Draw out type (Motorised charging type) ,630 A Rating ,50 kA Panel for DG sets incoming - 1 NO (G) Bus coupler arrangement in panels 157 LT Cable laying and jointing 158 Power and control cable-Supply of 240 sq. mm 3.5 core cable - 2 Run required for power fromeach Transformer to each L.T. panel , 240 sq. mm X3 core-1 run cable for power from starters to 67 KW Motors & 35 sq. mm X3 core-1 run cable for power from starters to 15 KW Motors including lugging and jointing, laying, trench excavation and compaction as well as complete cabling of automation systemetc. complete in all respect. 159 Earthing 160 Plate Earthing as per IS:3043 with copper Earth plate of purity >95% of size 600mm x 600mm x 3.0mm by embodying 3 mtr. below the ground level with 20 mm dia. G.I. B class watering Pipe ,including all accessories like nut, bolts, reducer, nipple, wire meshed funnel, and Heavy duty weather proof poly-propylene earth pit chamber with lockable Jam free lid suitable for safe working load 5000 Kg or more of size Top Dia. 225 to 260 mm, Bottom Dia 300 to 350 mm. and Height 250 to 300 mm. and embodying the pipe complete with alternate layers salt and coke/ charcoal, testing of earth resistance for value of 5 ohms or less as required & must record by engineer in charge during site visit and ensure to enter in measurment book. All as per pre approved by Engineer in charge. 161 Pipe Earthing as per IS:3043- 1987 with 3.0 Mtr. Long, 40 mm dia. B class G.I. Pipe IS: 1239 (Part-1) 2004, Equivalent to BS : 1387 with perforated holes of 12 mm dia ,including all accessories like nut, bolts, reducer, nipple, wire meshed funnel, and Heavy duty weather proof polypropylene earth pit chamber with lockable Jam free lid suitable for safe working load 5000 Kg or more of size Top Dia. 225 to 260 mm, Bottom Dia 300 to 350 mm. and Height 250 to 300 mm. and embodying the pipe complete with alternate layers salt and coke/ charcoal, testing of earth resistance for value of 5 ohms or less as required & must record by engineer in charge during site visit and ensure to enter in measurment book.All as per pre approved by Engineer in charge. 162 Supply & Laying of 50mmX6mm size GI earth strip in horizontal or vertical run in ground/surface/recess including riveting,soldering, saddles, Jointing shall be done by overlapping and with 2 set of GI nut bolt & spring washer spaced at 50cm making connection etc.(20meter for each earthing) 163 Charges of Electrical safety Clearance 164 Expenditure on B&L Form, Challan etc. 165 Proper fencing of substation portion as per I.E. rules. (Ref. Ongoing AMRUT Work Aligarh Sewarage) 166 STARTER PANEL 167 SITC of Compraising of Soft Starter, suitable to meet the basic requirement of motor protections and suitable to run 90 HP motor (To be fixed in composite panel of LT Panel) 168 SITC of Compraising of Soft Starter, suitable to meet the basic requirement of motor protections and suitable to run 20 HP motor (To be fixed in composite panel of LT Panel) 169 Mechanical Works 170 Large PumpsThesubmersible non clog pumpset should be single stage having two vanes enclosedimpellercoupled with submersible motor of 90 HP Rating 400 Volt ±10%,3 phase 50 Hz, solid handling capacity 125mm, suitable to pump raw sewage with an specific gravity 1.03 having following construction of material with 10 Met. cable as offered. (2W+1S)Casing-2% Ni Cl. IS.210 grade F.G.220 with hardness 275 BHN.Impeller-Stainless steel CF-8Mshaft-stainless steel AISI-410Discharge of pump= 5750 lpmTotal Head= 40 M or as per designSpeed=980Quantity of pumps. 171 Guid Rail System 172 Guide rail system (Automatic coupling system) for 90 HP submersible pump setscomplete for above pump set.(3 Sets, included in item no. 94.01) 173 Lifting Chain , MOC- alloy steel, lifting chain with oval ring @ 1m & with D/Bow shackle (3 Sets, included in item no. 94.01) 174 Small Pumps 175 Thesubmersible non clog pumpset should be single stage having two vanes enclosedimpellercoupled with submersible motor of 20 HP Rating 400 Volt ±10%,3 phase 50 Hz, solid handling capacity 125mm, suitable to pump raw sewage with an specific gravity 1.03 having following construction of material with 10 Met. cable as offered. (1W+1S)Casing-2% Ni Cl. IS.210 grade F.G.220 with hardness 275 BHN.Impeller-Stainless steel CF-8Mshaft-stainless steel AISI-410Discharge of pump=2500 lpmTotal Head= 17 MSpeed=980Quantity of pumps. 176 Guid Rail System 177 Guide rail system (Automatic coupling system) for 20 HP submersible pump setscomplete for above pump set. (2 Sets, included in item no. 98.01) 178 Lifting Chain , MOC- alloy steel, lifting chain with oval ring @ 1m & with D/Bow shackle (2 Sets, included in item no.98.01) 179 Main piping and Valves. 180 200 mm dia delivery for small pumps and250 mm dia delivery for large pumps, 350 mm diacommon header line. 181 Valves.Confirming to IS 780/2906 or as applicable PN rating- 1.0Type of liquid to be handled-potable water 182 Material of constructionBody-CI,IS-210 grade FG 200Wedge-CI IS210 Grade FG200Spindle-Stainless steel AISI304Sheet and face Ring-SS ASTMA 743 Grade C.F.8 MChannel& Shoe-S.S.AISI,.304Drain& Air plug-S.S.AISI.304Bushing arrangement-Halprene on bronzeRivets-AISI:304Fasteners-MS 183 Motor Operated Sluice Valves 184 Sluice Valve 200 mm dia 185 Sluice Valve 250 mm dia 186 Sluice Valve 350 mm dia 187 Reflux Valve 188 Reflux valve 200 mm dia N.B. 189 Reflux valve 250 mm dia N.B. 190 PipingsNote : Regarding the size of pipes, Tee, Bend etc, contrctor is required to designed them self and may got it approved by the department before execution of works along with layout drawing . 191 200 mm, K9 delivery pipes for small pumping plants 192 250 mm, K9 delivery pipes for large pumping plants 193 350 mm, K9 common header pipes 194 Specials like bend, tee, D Joint etc. 195 Nut Bolt, Washer Rubber packing etc 196 INSTALLATION, TESTING & COMMISSIONING 197 Installation & Commissioning of allPump set,Piping & Valves as mentioned in above @5% of supplied items. 198 Level Transmitter (For Hi-Lo cut-off & alarms) 199 SITC of Radar type level transmitter shall be provided in the pump house for measuring the sewage level in wet sump. The indicator shall be digital type showing depth in meters and shall be capable for input to PLC or HMI touch sceen for display. 200 Electro magnetic flow meter 201 SITC of CE/UL certified Electro magnetic flow metersuitable to measure 0 to 30 MLD flow to be fitted in 350 mm dia main header line. 202 E.O.T. Crane 203 SITC of 3 Tonn E.O.T. crane providing, erecting and commissioning single girder electrically operated rectangular over head travelling crane with 6 m lift complete with wire rope hoist, class II duty, all three motions electrically operated by suitable rating motor IP 54, control panel and down pendent control block. 204 Chequerred plate and guards 205 SITC of 3mm thick M.S chequerred plate over all the run of cables trenches to cover properly and M.S. grill and M.S. guard over all pipes ducts and other point where required as per site condition(3X0.75+3X0.9+7X0.6+1X0.9)X1=10.05sqmm. 206 PAINTING 207 Painting of all pumps piping and valves with two coat enamel paint. 208 LIGHT WIRING & Electrification (Ref. UP Jal Nigam E&M SOR, 2019) 209 Complete Internal Electrification of LT Panel room with 2 Nos. Exhaust Fan 210 Complete Internal Electrification of HT Panel room with 2 Nos. Exhaust Fan 211 IPS Campus with Solar Panel and LED Light of 3 sets. 212 D.G. SET AND ACCESSORIES 213 SITC of Radiator Cooled and Turbo charged Silent type DG set , engine ,alternator capable of developing 250 kVA at 415+6%, 50 Hz AC at 0.85 P.F. lagging and self exciting coupled with suitable BHP diesel engine through flexible coupling and mounted on common base plate complete with fuel tank inside the acousting system and inbuilt control panel, Governor, Manual & electric Start , Batteries with battry charger, Engine instruments panel,AVM pads, All controls for operationof DG set are from outside the enclosure with DG control panel having Microprocessor based Genset monitoring like Running Hour, RPM, Low Lube Oil tripping & control system, Ammeter, Voltmeter, PF meter, frequency meter, KWH meter,digital fuel display meter, Ind.lamps etc. mounted inside enclosure , visible and accessiblefrom outside. T , 3 Met exhaust pipe, D.G. set shall be mounted under open sky resting on the foundation as per design. 214 SITC of PLC Based Auto main failure (AMF) Panel for 250 KVA DG Set fabricated from CRCA sheet steel 2 mm Thick , Powder coated finish , Engine Start & Stop commands, control Relays , Ammeter & Voltmeter with selector switches, Control & 2 nos 4 pole Power Contactors with 2 no. of required size 4 pole MCCB, Timers, Electronic Hooter ,Visual & Alarm indication for faults, operator interface panel complete in all respect. 215 Pipe Earthing as per IS:3043- 1987 with 3.0 Mtr. Long, 40 mm dia. B class G.I. Pipe IS: 1239 (Part-1) 2004, Equivalent to BS : 1387 withperforated holes of 12 mm dia ,including all accessories like nut, bolts,reducer, nipple, wire meshed funnel, and Heavy duty weather proof polypropylene earth pit chamber with lockable Jam free lid suitable for safe working load 5000 Kg or more of size Top Dia. 225 to 260 mm, BottomDia 300 to 350 mm. and Height 250 to 300 mm. and embodying the pipe complete with alternate layers salt and coke/ charcoal, testing of earth resistance for value of 5 ohms or less as required. 216 Plate Earthing as per IS:3043 with copper Earth plate of purity >95% of size 600mm x 600mm x 3.0mm by embodying 3 mtr. below the ground level with 20 mm dia. G.I. B class watering Pipe ,including all accessories like nut, bolts, reducer, nipple, wire meshed funnel, and Heavy duty weather proof poly-propylene earth pit chamber with lockable Jam free lid suitable for safe working load 5000 Kg or more of size Top Dia. 225 to 260 mm, Bottom Dia 300 to 350 mm. and Height 250 to 300 mm. and embodying the pipe complete with alternate layers salt and coke/charcoal, testing of earth resistance for value of 5 ohms or less as required. 217 Supply & Laying 50 mm X 6mm sizeGI earth strip in horizontal or vertical run in surface by means of Earth strip DMC Insulator including riveting/soldering/ welding, Jointing shall be done by overlapping and with 2 set of Brass (for Cu strip) / GI (for GI Strip) nut bolt & spring washer spaced at 50cm making connection etc. as required. 218 Providing and Laying cable for DG Set to Panel 240 sq mm X 3.5 core x 2 run( armored aluminium ). 219 Supplying and making one end termination with heavy duty brass compression gland (as per IS 12943- 1990) SIBG type, heavy duty aluminium lugs (as per IS 8309 - 1993 & IS 8337-1976 ) duly crimped with crimping tool, PVC tape as per PWD specification for electrical Works etc for following size of Armoured PVC insulated & PVC sheathed/ XLPE aluminium conductor cable of 1100 volt grade for 3.5 core X 240 sq mm. 220 SCREENS AND GATES: 221 Rising type thimble mounted CI Sluice Gates of reputed make at IPS 222 Stainless steel Manual Bar Screen having bar size 50mmx10mm with (20 mm gaping) at peak load of full discharge (working) 223 Stainless steel Manual Bar Screen having bar size 50mmx10mm with (20 mm gaping) at peak load of full discharge( standby) 224 Packing and Frieght 225 Installation, Testing and Commissioning 226 AUTOMATION OF IPS 227 CE& UL certified PLC/RTU with redundant CPU & power supply in IP 54 enclosure suitable to communicate with GSM based modem unit with redundant CPU & power supply with annalog & digital paramter & features as specified for each ZPS/OHT to store and transmit data on GSM backbone, RTU/PLC designed with logic to transfer data at multiple stations as specified in tender technical specification including full developed version of scada software with customization of software with laptop/desktop etc to monitor and control the ips from remote places. 228 GSM/GPRS based wireless communication with 4G modem for RTU/PLC capable to transfer & gather data from remote sites to control stations all accessories included with signal enhancer antenna made for pumping plant internet charges as specified in tender technical specification. 229 CE/UL certified intellignet Smart Energy Meter 230 Auto phase reversal unit with inbuilt time delay & enclosure (confirm to IEC-60947-1 & IEC-60947-b-1) 231 160 AMP rating 232 Electronic sensor type pressure measuring device suitable for pressure measurements of sewage flow in delivery and common header line. The material of construction of housing and other parts in contact with sewage shall be of stainless steel. These shall be of required protection category and complete with signal transmitting device and digital pressure indicator. 233 CE/UL Certified Surge protector for control panel. 234 CE/UL Certified 7 HMI touch screen suitable to communication with PLC/RTU for local display & control of process parameters. 235 Security Survillance IP Camera with recorder 236 Installation, commissiong & testing of above automation work 237 3 month trial run of automation work 238 Expenditure on Operation & Maintenance of IPS during 3 month Trial and Run Period 239 Expenditure onDiesel Consumption of IPS during 3 month Trial and Run Period 240 Expenditure on Electricity Consuption of STP, MPS & IPS as per actual UPPCL bill during 3 month Trial and Run Period
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 8
Uttar Pradesh View Result →
26.
Defence #10473902 Price Bid
Hiring Of Cht For Project Work Duties Under Ge 863 Ews , Hiring Of Civil Transport I . E . Toyota Innova Or Equivalent Of Same Class Or Boot Space With Well Maintained Vehicle Alongwith Driver , Fuel And Lubricant For Official Usage With 1800 Km Per Month / 26 Days ( 8 Hrs Daily ) . Total Period - Six Month Notes For Srl Item No 1 : ( I ) Cost Of Engine Oil , Fuel Oil Shall Be Brone By The Contractor . ( Ii ) Driver Must Have Vaild Driving Licence For The Class Of Vehicle , No Smoking / Drinking And Follow Traffic Rule . ( Iii ) Vehicle Shall Be In Serviceable Condition With Proper Documents . ( Iv ) . Toll Tax If Paid On The Way Of Journey Shall Be The Responsibility Of The Contractor . ( V ) Contractor Shall Be Operational For 06 Months . ( Vi ) Mode Of Payment . - Quarterly . ( Vii ) Distance Travelled Shall Be Considered Between Pickup Point To Drop Point As Given Below:- ( 1 ) Ge Office Jhakri ( 2 ) Mes Office Averipatti General Notes:- ( 1 ) . Work Under This Contract Shall Be Carried Out In Accordance With Item No 1 . ( 2 ) Maximum Vehicle That Can Be Requisition Per Day - 1 No ( 3 ) Local Duties Shall Be Up To 30 Km From Jhakri . ( 4 ) Out Station Duties Shall Be From ( I ) Jhakri To Averipatti ( Ii ) Jhakri To Shimla ( Iii ) Jhakri To Chandigarh ( Iv ) Jhakri To Pooh 2 . Fuel And Lubrication Oil :- Fuel To The Vehicle On Daily Basis Shall Be Provided By The Contractor And Periodical Change Of Engine Oil , Break Oil And Lubrication Shall Be Done By The Contractor At Regular Intervals For Smooth Runing Of Vechicle . 3 . Servicing To Vehicle:- Regular Service To Vehicle As Specified By Manufacturer Shall Be Carried Out By The Contractor From Time To Time . 4 . Road Permit :- Vehicles Shall Have Valid Permit Pass . 5 . Pollution Control :- Contractor Shall Have Obtained The Pollution Control Certificate Of Vehicles As Specified In Traffic Rules And Regulations . 6 . Driver :- Driver Shall Be In Possession Of Vaild Driving Licence . 7 . Allegnment And Wheel Balancing :- Alignment And Wheel Balancing Of The Vehicle Shall Be Got Done By The Contractor From Time To Time . 8 . The Driver Shall Be In Possesion Of Vehicle Running Km Index Format Attached . He Shall Get It Signed From The Passanger And Shall Submit The Same Along With Payment Claim . 9 . Vehcile And Wheels :- Wheels As Well As Vehicle Provided By The Contractor Shall Be In Good Conditions . 10 . Puncture Of Wheels :- Puncture Of Wheels Shall Be Made Good By The Contractor . 11 . Toll Tax :- Cost Of Toll Tax Paid Shall Be Borne By The Contractor . 12 . The Following Points Be Ensured By The Contractor During The Contract Period:- ( A ) Vehicle Of Model 2016 And Above And Confirming To Vehicle Emissions Norm As Applicable In The Himachal Pradesh And Chandigarh Regions Will Only Be Accepted . ( B ) The Vehicle Must Be In Possession Of Vaild Rc Book Alongwith Proof Of Registration And Should Have Vaild Operating Permit From The Regional Transport Office Letter From Rto Regarding Change Of Ownership Of Vehicle Or Similar Documents Will Not Be Accepted As Rc Books . All Vehicle Should Be Registered With Relevant Rto And The Vehicles Hired Under The Contract Should Not Be Under Litgation And Should Have Comprehensive Vaild Insurance And Taxes Paid To Rto . In Addition All Mandatory Documents Required By Civil Adminstration Would Be Carried By All Vehicles . Vehicles Not Possessing The Same Would Be Dehired At The Cost Of The Firm And Firmshall Be Penalized By The Contract Operating Authority . ( C ) Vehicles Must Possess Vaild Pollution Control Certification And Should Not Emit Safety Excessive Smoke . ( D ) Vehicles Must Have Fully Serviceable Brakes , Indicators , Head Lights , Horn And Safety Equipment As Per The Rules Of The Land . ( E ) Decision Of The Hiring Authorities On The Quality Of Vehicles Will Be Final And Binding . 13 . Standrad Of Drivers :- Contractor Will Be Required To Ensure The Following With Respect To Driver :- ( A ) Must Possess Vaild Driving License . ( B ) Should Have Adequate Knowledge Of Himachal Pradesh Region . 14 . Filure Of Services :- ( A ) In Case Contractor Fails To Supply The Required Vehicles On Any Day During The Contract Period The Operating Authority Will Be Free To Hire Vehicles From Any Other Source At The Preveiling Market Rates At The Risk And Expenses Of The Contractor . ( B ) In Case Of Breakdown Of Any Vehicles While On Duty The Contractor Shall Be Responsible To Provide Substutute Vehicle With In 60 Minutes Of Reporting Of The Break Down Time . 15 . Penalty :- ( A ) Not Providing Of Vehicle - Rs 3000 / - Per Day . ( B ) Late Reporting Of Vehicle - Rs 200 / - Per Hour . ( C ) Vehicle Provided Is Not As Per Sch A Rs 1000 / - Per Day ( D ) In Case Of Breakdown Delay - Rs 1000 / - Per Day .
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Statutory Bodies & Commissions/Committees No of Bidders 2
Himachal Pradesh View Result →
27.
Communications and Information Technology  #10440466 Price Bid
The Supply , Laying , Installation , And Comprehensive Warranty Maintenance Services Of Networking It Equipments In Pwd Office , Lucknow- Networking 200 Point 1 L2 Gigabit Managed Switch 24 Port Switch Should Have Minimum 24 10 / 100 / 1000 Mbps Ports And 4Sfp+ For 10G Fibre Connectivity. Switch Shall Have Non-Blocking Architecture With Minimum 128 Gbps Switching Capacity And Minimum 95 Mpps Packet Forwarding Rate Or Higher The Switch Shall Support Min. 16K Mac Address. The Switch Shall Support 6 Kv Surge Protection On All Ethernet Ports Layer 2 Features The Switch Should Support Spanning Tree Protocols As Per Ieee Standards Ieee 802.1D, Ieee 802.1W And Ieee 802.1S The Lan Switch Should Have Ieee 802.1Q Vlan Encapsulation, Up To 4000 Vlan Ids. Switch Shall Support Multicast Vlan, Port Based Q-In-Q Quality Of Service It Should Support 802.1P Priority Queues ( 8 Queues ) Network Security The Lan Switch Should Have The Capability To Support Access List Based On Ipv4 / V6 Address, Protocol Type, Ipv6 Flow Label, Vlan-Id, Mac-Id, Dscp, Ipv6 Traffic Class, Tcp / Udp Port, Switch Port.It Should Support ; Local Database ;Radius Authentication ; Tacacs+, It Should Have Ip-Mac-Port Binding. Product Certifications It Should Have Ce, Fcc, Cul, Vcci, Cb, Certifications 2 Pigtel : Sc-Sm Simplex 1M 3 Fiber Module 1-Port Mini-Gbic Lx Single- Mode Fiber Transceiver ( Up To 10Km, Support 3.3V Power 4 Fiber 6 Core : O. F.Cable 06F Outdoor - Armoured Unitube Sm-Hdpe Sheath ( Rate Per Meter ) 5 Liu 12 Port With Accessories - Rack Mount - Loaded ( Sc ) Sm Loaded ( Sc ) Sm 6 Patch Cord Fibre - Lc-Sc Sm Duplex Length- 1M 7 Utp Cat 6 Cable Box : Cat6 Utp 23Awg Solid:305 Meter 8 Patch Panel Cat 6 Utp Keystone Type- 24 Port-Fully Loaded 9 Cat6  Patch Cord 3 Mtr : Cat6 Utp 24Awg Patch Cord:3M, Plug 30U Snagless 10 Cat6  Patch Cord 1 Mtr : Cat6 Utp 24Awg Patch Cord:3M, Plug 30U Snagless 11 Cat6 I / O Aface Plate : Face Plate-Single Jack Squuare 12 Jack Cat 6 Keystone Utp : White 13 Back Box : For Single, Dual Cat 6 Square 14 15 U Rack With Accessories 15 9U Rack With Accessories 16 Fixing Of Pvc Pipe Casing Capping ( Quantity Per Mtr. ) 17 5 Kva On Line Ups Igbt-Pwm With Inbuilt Isolation Transformer Minimum 16 Nos. 150 Ah 12V Smf Vrla Battery Battery Rack / Trolly Input Power : Single Phase 160V - 260V Sinewave, 50Hz Output Power : Single Phase 230V + / -1% Sinewave 50 Hz 3 Year On Ups 2 Year On Battery Inverter Efficiency : >=80% Overload Capability >= 110% For ≥10 Minutes Degree Of Protection : Ip21 Indicators For Mains Presence, Battery Charging And Discharging, Output Over Load, Low Battery Voltage Protection Of Over Voltage, Short Circuit & Over Load At Ups Output Terminal Protection For Under Voltage At Battery Terminal At 10.5V Per 12 V Battery 18 Power Work For Network Power Rack And Giving Power Points By Ups 19 Crimping, Punching, Fiber Work Connectivity Testing And Lan Establishment Charges. ( Per Point ) 20 Wall Mounting Of Rack, Patch Panel, 24 Port Switch, Installation / Fixing Charges. 21 Laying Of Utp ( Rate Per Mtr. ) 22 Laying Of Fiber Cable With Hard Plastic Pipe ( Rate Per Mtr. ) 23 I / O Box Fixing & Termination 24 Fire Wall For 500 Users Type: Ngfw  Form Factor ( Ru ) : 1  Features: Layer 3 - Layer 4, Nat, Vpn, Application Visibility And Control ( Avc ) , User Identity, Next Generation Intrusion Prevention System ( Ips ) , Zero Day Protection / Advance Malware Protection, Web Security Essentials / Url Filtering  Traffic Handled: Tcp, Udp, Http / Tcp, Tcp / Udp  Throughput With All Features Enabled ( Under Test Condition ) ( Mbps ) : 7000  Throughput ( Real World / Prod Performance ) ( Under Test Condition ) ( Mbps ) : 7000  Concurrent Session / Concurrent Connection: 20M  New Session / Connection Per Second: 250K  Type Of Interface Supported Multiselect: Ge Copper  Number Of Ge Copper Interface: 6  Number Ofcol / Wan Ports: 4  Number Of Ipsec Vpn Peers Supported ( Site To Site ) : 10000  Number Of Ipsec Vpn Peers Supported ( Client To Site ) : 12500  Number Of Ssl Vpn Peers Supported ( Client To Site ) : 7500  High Availability Support: Yes  Interface Expansion Slots Supprted: 1  Firewall Policies - License: Yes  Details Of The Firewall Policies For The Firewall Provided With The License: Web Security Essentials / Url Filtering, Ips License, Application Visibility License, Apt ( Advance Persistant Threat ) License ( Anti Malware Protection , C& C Attacks, Geo Ip Protection, Zero Day Threat Protection ) , Gateway Anti Virus, Gateway Anti Spam  Ngips Sigature Supported: 25000  Security Intelligence: Ip, Url, Domain  Certification: Common Criteria / Ndpp / Nss / Icsalabs  Ipv6 Ready From Day 1: Yes  On Site Oem Warranty ( Year ) : 3
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Uttar Pradesh View Result →
28.
Heavy Industries and Public Enterprises #10390733 AOC
Vertical Extension & Other Development Works at Academic Block Annex-2 Palayad Campus, Kannur University, Kannur, Kerala under PM-USHA scheme- 1 Civil work -General Structural work 2 Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge25 mm average thickness 3 Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge.Bars upto 12 mm diameter 4 Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. 5 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 6 Core Cutting of RCC slabs(12cm Maxi.thickness) by using mechanical core cutting equipment of required diameter of the pipe in full depth etc to the satisfaction of engineer in charge including all cost and conveyance materials and labours charge etc complete (dia 80-200mm) 7 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil 8 Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work ( Payment shall be made on the cross sectional area of R.C.C. or R.B work) as per direction of Engineer-in-charge. 9 Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil. and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within alead of 50 m:Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia 10 Excavation work 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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.Ordinary rock 11 Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. 12 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 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) 13 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:1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) 14 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, well rammed and consolidated and grouted with fine sand, including finishing the top smooth. 15 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 siteof laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work above plinth level upto floor V level 16 Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the specified cement content used is payable/ recoverable separately.Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum). 17 Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 18 Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform 19 Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers 20 Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts 21 Centering and shuttering including strutting, etc. and removal of form for:Stairs, (excluding landings ) except spiral - staircases) 22 Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges 23 Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick. 24 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 25 Block work & Finishing Work 26 Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. 27 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) 28 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) 29 Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer 30 12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand) 31 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. 32 Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile including applying additional coats wherever required to achieve even shade and colour.Two coats 33 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) 34 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work 35 Add for plaster drip course / groove in plastered surface or moulding to R.C.C. projections. 36 Teracotta Clay Jali work, For Building work, minimum 7.5 cm thick as per approved design and pattern of Engineer in charge in super structure above plinth level upto floor V level with cement mortar 1:4 (1 cement : 4 coarse sand) with neat finish, polishing work all complete. 37 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/ (both side inclusive), consisting of floor and ceiling channel 50 mm wide having equal flanges of 32 mm and 0.50 mm thick, fixed to the floor and ceiling at the spacing of 610 mm centre to centre with dash fastener of 12.5 mm dia meter 50 mm length or suitable anchor fastener or metal screws with nylon plugs and the studs 48 mm wide having one flange of 34 mm and other flange 36 mm and 0.50 mm thick fixed vertically within flanges of floor and ceiling channel and placed at a spacing of 610 mm centre to centre by 6 mm dia bolts and nuts, including fixing of studs along both ends of partition fixed flush to wallwith suitable anchor fastener or metal screws with nylon plugs at spacing of 450 mm centre to centre, and fixing of boards to both side of frame work by 25 mm long dry wall screws on studs, floor and ceiling channels at the spacing of 300 mm centre to centre.The boards are to be fixed to the frame work with joints staggered to avoid through cracks, M.S. fixing channelof 99 mm width (0.9 mm thick having two flanges of 9.5 mm each) to be provided at the horizontal joints of two boards, 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 corners (25 mm x 25 mm x0.5 mm), joint finisher and two coats of primer suitable for board as per manufactures specification and direction of engineer in charge all complete.75 mm overall thickness partition with 12.5 mm thick double skin fire rated Glass Reinforced Gypsum (GRG),plaster board conforming to IS : 2095 : (part 3) 1996 (Board with BIS Certification marks) 38 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 portionPowder coated aluminium (minimum thickness of powder coating 50 micron) 39 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) 40 Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS : 12823 Grade I Type II, 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 both sides 41 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 42 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:125 mm 43 Providing and fixing bright finished 100 mm mortice lock with 6 levers without pair of handles of approved quality for aluminium door, with necessary screws etc complete as per direction of Engineer- in- charge. 44 Providing and fixing aluminium tower bolts, ISI marked, anodised(anodic coating not less than grade AC 10 as per : 1868), transparent or dyed to required colour or shade, with necessary screws complete:300x10 mm 45 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. 46 Joinery 47 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. 48 Providing and fixing to existing door frames.30 mm thick Fiberglass Reinforced Plastic (F.R.P) flush door shutter in different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate all around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foam (PUF) / Polystyrene foam to be used all filler material throughout the hollow panel, casted monoolithically with testing parameters of F.R.P. laminate conforming to table - 3 of IS : 14856, complete as per direction of Engineer- in-charge. 49 Providing and fixing factory made uPVC white colour casement/casement cum fixedglazedwindowscomprisingofuPVCmulti-chamberedframe,sashand mullion(whereeverrequired)extrudedprofilesduly reinforcedwith1.60+/- 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriatedimension,EPDMgasket,stainlesssteel(SS304grade)friction hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mmsizeforfixingframetofinishedwall,plasticpackers,plasticcapsand 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 welded including drilling of holes for fixing hardwares 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 required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately)Note: For uPVC frame, sash and mullion extruded profilesminus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable.Casement window double panels with S.S. friction hinges (350 x 19 x 1.9 mm) made of (big series) frame 67 x 60 mm & sash / mullion 67 x 80 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead/ double glazing bead of appropriate dimension. (Area of window above 1.50 sqm). 50 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 5.50 mm thickness 51 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 52 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 be paid for separately, all complete as per direction of Engineerin - charge using Anjili/ Jack wood 53 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 54 Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embeddings in cement concrete block 30x10x15 cm 1:3:6 mix ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 55 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete:250x10 mm 56 Providing and fixing CP Brass Handle 450mm in all types of doors with the necessary fittings and arrangements all complete. 57 Providingand fixing chromium plated brass handles with necessary screws etc. complete:200 mm 58 Providing and fixing bright finished 100 mm mortice lock with 6 levers without pair of handles of approved quality, with necessary screws etc complete as per direction of Engineer- in- charge. 59 French spirit polishing:Two or more coats on new works including a coat of wood filler 60 Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using flats 30x6 mm for diagonal braces and central cross piece 61 Fire Metal door. Material Specifications: Frame : GI 1.60 mm, Shutter : GI 1.20 mm, Shutter Width / Active Shutter Width : 808.00 mm, Frame Profile: 143.00 mm X 57.00 mm, Frame Profile type : Normal, Frame Rebate : Double, Door type : Single leaf door, Infill Material : Honey Comb, Vision Panel Active: 200 mmX300 mm. 8nos Ball bearing butt hinge, BB3090F, SS304, of size 100 x 75 x 3mm with screws in SSS , 1no Euro profile half cylinder 3005, 42mm Key x Blank, Silver satin finish , 2no Surface door closer TS73, size EN2/3/4, with standard arm, Silver finish, 1no Clear glass, 6mm of size 200 x 300mm, 2 nos concealed flush bolt, Mortise sash lock with lever handle on side and panic lever on other side. The door should have a minimum fire rating of 2hrs . Wall Opening Size 1800X2250 mm. 62 Fire Metal door. Material Specifications: Frame : GI 1.60 mm, Shutter : GI 1.20 mm, Shutter Width / Active Shutter Width : 808.00 mm, Frame Profile: 143.00 mm X 57.00 mm, Frame Profile type : Normal, Frame Rebate : Double, Door type : Single leaf door, Infill Material : Honey Comb, Vision Panel Active: 200 mmX300 mm. 8nos Ball bearing butt hinge, BB3090F, SS304, of size 100 x 75 x 3mm with screws in SSS , 1no Euro profile half cylinder 3005, 42mm Key x Blank, Silver satin finish , 2no Surface door closer TS73, size EN2/3/4, with standard arm, Silver finish, 1no Clear glass, 6mm of size 200 x 300mm, 2 nos concealed flush bolt, Mortise sash lock with lever handle on side and panic lever on other side. The door should have a minimum fire rating of 2hrs . Wall Opening Size 1000X2200 mm. 63 Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & 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) 64 Providing and fixing SS H handle having min 45 cm length in toughed glass door including all necessary screws etc. complete. 65 Providing and fixing of glass door SS Patch Lock with out handle in toughened glass door including all necessary screws etc. complete 66 Fixing 12 mm thick frameless toughened glass partition of approved brand and manufacture, including top & bottom fixing arrangement and making necessary holes etc. for fixing required fittings, all complete as per direction of Engineer-in- charge. 67 Providing and fixing 3M Fasara frosted etching film of thickness 25 microns self- adhesive of approved colour, shade, and quality with cutting as per approved design and pattern, including cleaning of glass and making surface smooth for fixing of film to the surface, all completed as per the direction of the engineer in charge. 68 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 IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x1.25 mm M.S. laths with 1.25 mm thick top cover 69 Providing and fixing ball bearing for rolling shutters. 70 Sanitary and CP Fittings 71 Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm Sand Cast Iron P or S trap, 10 litter 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 walls and floors wherever require:White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests 72 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 white solid plastic seat and lid 73 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. 74 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 450x300 mm with single 15 mm C.P. brass pillar tap 75 Providing and fixing ceramic urinal partitions of standard size as per direction of Engineer-in Charge and of approved shade 76 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 77 Providing and fixing uplasticised PVC connectionpipe with brass unions: 30 cm length15 mm nominal bore 78 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet:150 mm diameter 79 Providing and fixing C.P brass stop cock ( concealed) of standard design and of approved make conforming to IS: 893115 mm nominal bore 80 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS: 893115 mm nominal bore 81 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 without drain board610x510 mm bowl depth 200 mm 82 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 83 Supplying and fixing CP Towel rod 45cm or nearest available length including cost of materials and labour charges etc complete as per the direction of site Engineer-in- charge. 84 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. 85 Flexible pipe32 mm dia 86 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with C.P. brass screws and washers complete. 87 Supplying and fixing PVC Floor Trap 100mmx75mm size without Jali including cutting open, boring through RCC slabs and making good the damages. 88 Providing and fixing SS grating of approved quality and colour. Rectangular type with openable lid150 mm nominal size square 100 mm diameter of the inner hinged grating. 89 Providing and fixing disabled friendly bathroom kit with all accessories including wash closet with soft close seat cover and cistern with twin flush setting, wash basin of min dimensions 510mm x 400mm with all necessary fittings including Angle cock, Connection pipe, waste pipe, Spatula Lever basin mixer, Wall mounted 600mm long, Wall mounted grab bar 600 mm long and wall mounted hinged rail 750 x 750, Health Faucet with angle cock. Recommended Makes : CERA , Hindware, Jaguar or equivalent . 90 Plumbing 91 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 wall32 mm nominal outer dia pipes 92 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 wall40 mm nominal outer dia pipes 93 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 wall50 mm nominal outer dia pipes 94 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 wall etc.20 mm nominal outer dia pipes 95 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 wall etc.25 mm nominal outer dia pipes 96 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :32 mm nominal bore 97 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :40 mm nominal bore 98 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm nominal bore 99 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :25 mm nominal bore 100 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 32 mm dia 10Kgf/cm2- Internal work - Exposed on wall 101 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 Providing and fixing PVC pipes including fixing the pipe with clamps/ clip at 1.00 m spacing . This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 63 mm dia 6 Kgf/cm2 - External work - Exposed on wall 103 Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 63 mm dia Elbow 104 Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes including jointing with PVC solvent cement - 63x63x63 mm dia Tee 105 Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 63x50 mm dia Reducer 106 Supplying and fixing PVC Floor Trap 100mmx75mm size without Jali including cutting open, boring through RCC slabs and making good the damages. 107 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.Concealed work, including cutting chases and making good the wall etc. 32 mm pipe 6Kgf/cm2 108 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.Concealed work, including cutting chases and making good the wall etc. 40 mm pipe 6Kgf/cm2 109 Providing and fixing PVC pipes including fixing the pipe with clamps/clips at 1.00 m spacing. This included jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 75 mm dia 6Kgf/cm2 - External work- Exposed on wall 110 Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 75 mm dia Bend 111 Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 75x75x75 mm dia Door Tee 112 Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 75 mm dia Vent cowl 113 Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement -75 mm dia End cap 114 Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes, including jointing with PVC solvent cement -75 mm dia 45 degree Elbow 115 Providing and fixing PVC pipes including fixing the pipe with clamps/ clips/ at 1.00 m spacing . This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 110 mm dia 6 Kgf/cm2 - External work- Exposed on wall 116 Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement- 110 mm dia Bend 117 Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 110x110x110 mm dia Door tee 118 Providing and fixing PVC moulded fittings /accessories for Rigid PVC pipes, including jointing with PVC solvent cement -110 mm dia Vent cowl 119 Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes, including jointing with PVC solvent cement -110 mm dia End Cap 120 Providing and fixing PVC moulded fittings / accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 110 mm dia 45 degree Elbow 121 Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 110x75 mm dia Reducer 122 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :80 mm nominal bore 123 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. 124 Yard Plumbing 125 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. 150 mm dia 6 Kgf/cm2 126 Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes,including jointing with PVC solvent cement - 110 mm dia Socket/ coupling 127 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand) with R.C.C. top 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:Inside size 120x90 cm and 90 cm deep including C.I. cover with frame ( medium duty ) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg ( weight of cover 58 kg and weight of frame 58 kg):With common burnt clay F.P.S ( non modular) bricks of class designation 7.5 128 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 Single pushfit Coupler110 mm 129 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 expansionBend 87.50110 mm bend 130 Tile and Granite work 131 Providing and laying Matt Finished 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 1200 x 600 mm. 132 Providing and laying Matt finished Vitrified tiles indifferent sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, ofapproved 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 1200x600 mm 133 Providing and laying Anti Skid matt 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. 134 Providing and laying premium vitrified bathroom wall tile 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, 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. 135 Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix 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 /grouting and finishing complete as per direction of Engineer-in-charge.Size of Tile 600x600 mm 136 Marble work gang saw cut (polished and machine cut) of thickness 18 mm for wall lining ( veneer work), backing filled with a grout of 12 mm thick average in cement mortar 1:3 ( 1 cement : 3 coarse sand), including pointing with white cement mortar 1:2 ( 1 white cement : 2 marble dust) with an admixture of pigment to match the marble shade ( To be secured to the backing by means of cramps, which shall be paid for separately).Area of slab over 0.50 sqm 137 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 138 Providing and laying Polished 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-in-Charge. Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. 139 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 140 Extra for providing opening or required size & shape for wash basin/kitchen sink in kitchen platform, vanity counter and similar location in marble/granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. 141 Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm 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 20mm 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. 142 Providing and fixing 12 mm thick gang saw cut, mat /rough finished granite, machine cut for steps, ramps or inclined plate form with raking 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. 143 Structural steel 144 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.) 145 Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 146 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. 147 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing 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 148 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. 149 False ceiling 150 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 37 mm, 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 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 80mm 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 25 mm 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 3.5x25 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:12.5 mm thick tapered edge gypsum moisture resistant board 151 Providing and fixing tiled false ceiling of approved materials of size 595 x 595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections (galvanized @ 120 grams per 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 1200mm 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 x 1.6 mm fixed to ceiling with 12.5mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85x 30x 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 size 595x595 mm made of Gypsum plasterboard , manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16 mm thick fire retardant PVC film on the face side and 12 micron metalized polyster 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 polyster film so as to make the tile a completely sealed unit. 152 Rainwater Harvesting ,Fire Tank,Septic Tank 153 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock 154 Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.Ordinary or hard rock 155 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. 156 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 nominal size) 157 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 siteof laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work upto plinth level 158 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 159 Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels/ subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineerin-charge. The product performance shall carry guarantee for 10 years against any leakage.For vertical surface two coats @0.70 kg per sqm 160 Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels/ subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineerin-charge. The product performance shall carry guarantee for 10 years against any leakage.For horizontal surface one coat @1.10 kg per sqm. 161 Supplying and fixing C.I with frame for manholes: 600mm x 600mm ( heavy duty) the weight of the cover and frame shall not be less than 208 kg 162 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 163 Providing and placing on terrace (at all floor levels) Stainless Steel 304as per IS 5522:1992 of capacity 5000 Litreswith suitable fixing arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 164 Providing and fixing of Fire Rated door 1200x2100mm- Hollow metal fire doors at all levels from ISO 9001-2015 certified Manufacturer. Fire door should be as per NFPA 80 and NFPA 252. All fire doors should be tested at UL for 120 minutes and should pass both UL10B and UL10C. Doors shall be made from pressed galvanized steel confirming to IS277 as per following specification.Frame:Door frame shall be single rebate grooved profile of size 125 x 55 mm made out of 1.6 mm (16 gauge) minimum thick galvanized steel sheet. Frames shall be mitered and field assembled with self-tabs. Frames to have in build grooved sealing system and shall be site fitted with fire rated EPDM gasket as standard. All provision should be mortised, drilled and tapped for receiving appropriate ANSI UL labeled hardware. Frames should be provided with back plate bracket and anchor fasteners for installation on a finished plastered masonry wall opening. Frames shall be filled with fire rated puff and the gaps shall be sealed with silicon sealant.Shutter: Door leaf shall be 46 mm thick fully flush double skin door without vision lite. Door leaf shall be manufactured from 1.2 mm (18 gauge) minimum thick galvanized steel sheet.The infill material shall be resin bonded honeycomb core. All doors should be factory prepped for receiving appropriate hardware and provided with necessary reinforcement for hinges, locks, and door closers as per ANSI standard. For pair of doors integrated astragals has to be provided on the meeting stile for both active and inactive leaf.Door and frames shall be finished Pure Polyester Powder coated and shall have passed minimum 500 hours of salt spray test.Vision glass: The glass shall be 5mm clear fire rated glass of equal rating and not exceeding size of 114 sq. inches.Door Hardware: Stainless steel Ball bearing Hinges 3 Nos, Minimum 90Kg hydraulic surface applied rack and pinion door closers, Mortice Sash Lock with cylinder. One Side Handle and Other Side with 2 point Panic Bar. 165 Road Work 166 Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With Material conforming to Grade - I ( size range 75 mm to 0.075 mm) having CBR Value- 30 167 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. 168 Water proofing 169 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. 170 Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying : a) after surface preparation, first layer of slurry of cement @ 0.488 kg/ sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. laying second layer of fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/ sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. d) fourth and final layer of brick tilling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured) 171 Landscaping 172 Supplying of Flowering Shrubs (Heliconiya st. Vincent red, Ixora bush, Cana durf etc..) 173 Plantation of Trees, Shrubs, and Hedge at site i/c watering and removalof unsaverieable material?s as per direction of officer in charge (including cast of plant & water )Cost of plantation per trees plants (for 100 nos.=427.45/100) 174 Providing and Laying Landscaping of outdoor area with buffalo grass and small plants with all necessary levelling and filling as required. 175 Signage 176 Providing and fixing in position the signage board made out of 3 mm opaque PVC foam board of computerised cut, PVC non reflective self adhesive vinyl painted foam board of required size and colour. 177 Providing and fixing non lit Signages made of CNC Cut Stainless Steel projected letters and fixing it at site with all necessary fitting arrangements and accessories as per the design and requirement on instructions of the engineer in charge. 178 Furniture 179 Two tiered reagent racks (MS with powder coating) with granite top of 150 mm depth for side workbenches. The two tier should be placed at a minimum spacing of 300 mm. The item should be in compliance with IS 4209 (2013), NABL etc. The Length should be customized as per lab workbench and vertical posts must be placed at appropriate spacing. 180 Supply and Installation of Sink Module with SinkEach sink module should have a minimum dimension of 900 mm (L) x 900 mm (W) x 900 mm (H) and made of MS as per IS 1730 shall be designed with a single cabinet (with 2 shutter, SS304 hinges for easy and noiseless opening and closing mechanism). This module should include a sink made of 5 mm thick polypropylene with black color body. Minimum Dimension of the sink: 450 mm (L) x 600 mm (W). Sink should include PVC tap connection-15mm diameter (Goose neck type), grating etc. The sink module shall be portable and provided with 18mm thick granite table top (with cut out for providing sink). Item to be inclusive of all necessary fitting arrangement.The item should be in compliance with IS 4209 (2013), NABL, WHO etc. 181 Supplying and Fixing of Lab work Table with Granite Top supported over 18mm thick marine plywood , frame work with with GI members with Heavy Duty Levelers, minimum dimension of 2000mm L x 750 mm D 182 Supplying and Fixing of Lab work Table with Granite Top supported over 18mm thick marine plywood , frame work with with GI members with Heavy Duty Levelers, minimum dimension of 2000mm L x 890mm D 183 Supply, Installation, Testing and Commissioning of Eye wash with Brass inject mould with epoxy powder coated body with auto released Valve and cup shaped water dispenser with min 1/2 HP power pressure booster pump 184 Counter Height Stools :Supply and erection of counter height stools ( bar stools ) of following specifications : Revolving adjustable Chrome plated steel body chairs with resistance to the corrosion. Cushion Seat with Lift mechanism for Adjustment of height. Minimum height 750mm before expansion. Medium Back rest and arm rest. Item shall be of reputed make. 185 Office Chair: Non-revolving executive chair with fixed armrest providing natural resting for arms. Seat with PU cutted foam backed fabric, back rest with mesh type fabric, Upholstery: Heavy duty rubber backed fabric in BLACK ( Size -55x60 cm) 186 Executive Chair: Medium back ergonomic chair with five nos. star shaped Nylon base. Castor: 50mm diameter nylon twin wheel, gas lift height adjustment, back angle adjustment , Fixed armrest providing natural resting for arms. Seat with PU coated foam backed fabric, back rest with mesh type fabric, upholstery: Heavy duty rubber backed fabric in BLACK 187 Revolving Chair: Medium back ergonomic chair with five nos. star shaped Nylon base. Castor: 50mm diameter nylon twin wheel, gas lift height adjustment, back angle adjustment , Fixed armrest providing natural resting for arms. Seat with PU coated foam backed fabric, back rest with mesh type fabric, upholstery: Heavy duty rubber backed fabric in BLACK 188 Cabinet/Wardrobe: Providing and fixing Cabinet/Wardrobe unit with 18 mm thick Multi wood board with one side decorative and other side balancing lamination. cupboard shutters edge to be sealed with PVC edge bending tape 2.00 mm thick of approved brand including ISI marked nickel plated bright finishing M.S. piano hinges conforming to IS:3818 marked with fixing chromium plated brass 50 mm cupboard or wardrobe knobs, special quality chromium plated brass cupboard locks with six levers of approved quality including necessary screws etc. complete. Depth of shelves to be 300-600mm and shelves to be fix with proper support and bracket holders. as per layout drawing approved by Engineer in charge. Make laminate: Greenlam/ Merino / Century. Only front elevation will be measured. 189 Supply and erection of Airport type 3 seater waiting chair with powder coated chromium finish having minimum dimensions 1675mm length X 710mm width X 775mm total height and 400mm seat height . Seat: High quality cold rolled 1.2mm thick steel perforated sheet pressed and welded to form the shape. Arm & Leg: High quality 1.2mm thick MS Tube / Sheet . Cross bar: High quality cold rolled 2mm thick steel sheet pressed and welded to form the shape. 190 Table of size Min 2300x600mm Made of minimum 18mm BWR ISI (303 Grade) plywood (Century, Greenply, Fineply or equivalent). On top and all sides with 1mm thick hot press (3M or Henkel) laminates (Brand MERINO, Associates or equivalent) of approved colour and pattern as per the design. The table is provided with 1 drawer, 1 Storage, 1 key board locks, handles, mini fix, dowels and screws. Exposed edges to be finished with 0.8 mm edge band as per specified colour. 191 Supply of wooden table with one drawer and Cupboard unit made of hard wood varnishing/painting all complete. Size: 1200x600x750mm 192 Providing & supply of Conference Table with executive chair of 13 Pax with the following specifications.Table top size :3600 x 1200mm. Table Tops –made of 25mm thick MDF with waterfall top edges finished in PVC Membrane using unique wrap around technology for better aesthetics & long lasting use. Under structure – Legs made of 25 mm thick standard Black matt colour post formed panels interconnected with 18mm thick standard Black matt colour pre-laminated modesty panels, with height adjustable levelers to take care of uneven floors. Wire Management & Concealed wire management to take care of basic wiring requirements both horizontally & vertically. For closed configurations, liftable top cover, made of 12mm MDF finished in PVC Membrane, is provided to access the horizontal wire carrier. Vertical wire management is through flexible vertical wire manager, popup grommet with power & RJ45 Socket. Designed for Flexibility through modular Construction, PVC Membrane Finish Tops for seamless surface, Post formed Legs for safe use, Provision for easy wire management, Upgradeable / reconfigurable for future needs. 13 Nos Revolving adjustable type Medium height Back Office Chair with arm rest with back tilt and swivel mechanism constructed out of mild steel and high quality plastic. 193 Supply of wooded Chairs with armrest of Hard Wood Plank Seat and Reaper Back. 194 Supply of Wooden Bench and Desk made up of Mahagani of minimum size - Bench Size :1 83x30X46cm Desk Size :183x41x75 cm 195 Supply and installation of steel podium made of SS304 with min dimensions 500mm X 450 mm X 1200mm and having a sloped top surface, and having a decorative/ plain front face all made of SS 304 as per the design and approvals of the architect/ Engineer - In - Charge 196 Wiring-General Electrical work 197 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 198 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. 199 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 2x1.5 sq.mm + 1x1.5 sq.mm earth wire 200 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 2X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire 201 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 202 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 203 Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point ( without independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required.Group C 204 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 10 sq. mm + 1 X 6 sq. mm earth wire 205 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 16 sq. mm + 1 X 6 sq. mm earth wire 206 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 4 X 4 sq. mm + 2 X 4 sq. mm earth wire 207 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 4 X 10 sq. mm + 2 X 6 sq. mm earth wire 208 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 4 X 16 sq. mm + 2 X 6 sq. mm earth wire 209 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 210 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. 25 mm 211 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. 32 mm 212 Supplying and drawing following pair 0.5 mm dia FRLS PVC insulated annealed copper conductor,unarmored telephone cable in the existing surface/ recessed steel/ PVC conduit as required. 2 Pair 213 Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required. 214 Supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden block including connection etc as required. 215 Fixtures 216 Supply and Fixing suitable size modular GI box with cover in front on and providing and fixing 1 no RJ 45 including connections as required. 217 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). 218 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 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required. 219 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.Telephone socket outlet 220 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) 221 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.TV antenna socket outlet 222 Supply and Installation of surface/recess mounted LED 2x2 luminaire with CRCA housing suitable with fully diffused diffuser for general lighting. The luminaire should have CRI > 80 and CCT of both 6500K/5700K, Cool White Light. The luminaire shall be compliant with IP20 and IK02 classification. Luminaire shall be designed to emit at least 3700 nominal lumens and efficacy of atleast 105 lumen/watt and Minimum system wattage of 36 Watts. The luminaire shall be designed so as to ensure lumen depreciation of up to 30% over 50k burning hours. The electronic driver used shall have a power factor >0.95 and THD. Make-Philips, Crompton, Wipro or equivalent 223 Supply, conveyance and Installation of compact, 2 feet,10-15W,LED tube light with high lumen giving soft glare free light including all required mounting accessories, frames complete. (Philips/WIPRO/Havells or equivalent) 224 Supply, Installation of surface mounted LED Tubelight. The luminaire should have CRI > 80 and CCT of both 6500K/5700K. The luminaire shall be compliant with IP20 and IK02 classification. Luminaire shall be designed to emit at least 3600 nominal lumens and efficacy of atleast 105 lumen/watt and Minimum system wattage of 30 Watts. The luminaire shall be designed so as to ensure lumen depreciation of up to 30% over 25k burning hours. The electronic driver used shall have a power factor >0.95 and THD. Make - Philips, Crompton, Wipro, Havells 225 Supply, Installation of surface/recess mounted LED Round/Square luminaire with CRCA housing suitable with fully diffused diffuser for general lighting in office areas. The luminaire should have CRI > 80 and CCT of both 6500K/5700K. The luminaire shall be compliant with IP20 and IK02 classification. Luminaire shall be designed to emit at least 3600 nominal lumens and efficacy of atleast 110 lumen/watt and Minimum system wattage of 10 -15 Watts. The luminaire shall be designed so as to ensure lumen depreciation of up to 30% over 50k burning hours. The electronic driver used shall have a power factor >0.95 and THD. Make-Philips, Crompton, Wipro 226 Supply, conveyance and Installation of compact 10-15W LED Bulkhead Light giving soft glare free, Cool White light & complete with electronic driver including all required mounting accessories, frames, complete ( Make: Philips/WIPRO/Havells or equivalent) 227 Supply, Installation, Testing and Commissioning of 1400 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, ashers, 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. Make: Atomberg/Havells/ Orient Electric/ Crompton or equivalent 228 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, ashers, 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. Make: Atomberg/Havells/ Orient Electric/ Crompton or equivalent 229 Supplying, conveyance and Installation of 150-250 mm sweep,1350 rpm, 3 - 5 blade BLDC Exhaust Fan including frames and all mounting accessories complete.Recommended Make: Atomberg Efficio/Crompton Brisk Air 230 Supplying, conveyance and Installation of BLDC Type Wall Fan having 3 blade, 400 mm sweep, Speed 1350 rpm, Air Delivery 70 CMM minimum, Wall Mount Fan including frames and all mounting accessories complete. Recommended Make: Atomberg Renesa/V-Guard ENVIRO WF BLDC/Havells Platina 231 Supply, Installation, Testing and Commissioning of 450 mm sweep, 900 rpm heavy duty exhaust fan with louver in existing opening including making good the hole to suite the size of above fan complete with connections using 3 core 1.5sqmm multi core pvc sheathed copper conductor cable etc as required. 232 SITC of skirting light fitting with white LED 3 module along with suitable size modular metal box with inner and outer plates with all accessories. 233 Supplying and fixing suitable size Gl box with modular plate and cover in front on surface or in recess, including providng and fixing 2 Nos. 3 pin 5/6 A modular socket outlets and 2 Nos. 5/6 A modular switches, connection etc. as required. (For light plugs to be used in non residential buildings). 234 Supplying & fixing suitable size Gl box wih modular plate and cover in front on surface or in recess including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, C curve including connections, painting etc. as required. lCD 235 Supply and installation of 2 Nos. 4 ft MS powder-coated hanging rods for tube lights, including supply and laying of 1.5 sqmm copper PVC insulated FRLS wire (3 runs: Phase, Neutral, Earth), necessary hardware (ceiling clamps, saddles, junction box, connectors), complete mounting, terminations, testing, and labour charges — complete in all respects. 236 Network and CCTV System 237 Supply of 16 ports Network Switch, Rack-mountable 10/100/1000 Mbps, Switching capacity 35.7 Mbps Features: Flow control, Layer 2 switching, auto-negotiation, auto- uplink (auto MDI/MDI-X), Weighted Round Robin (WRR) queuing, Quality of Service (QoS) Power: AC 120/230 V (50/60 Hz) complete. Make D-Link/TP Link/Cisco or equivalent 238 Supply Installation Testing and Commissioning of 32 channel embedded Linux NVR (Network Video Recorder), must connect 32 channel IP cameras, Should support min 2 SATA HDD and each should support Min 2TB and must record video simultaneously, (Recording Type: Continuous, Motion Detection, Alarm, Smart Event, Event Motion Detection, Alarm, Smart Event), Video Compression H.265(HEVC)/H.264+/H.264, 2 Year Warranty, Image quality should be maintained throughout the warranty period. Make: CP Plus/Hikivision/Dahua or equivalent 239 Network Switch for CCTV. 16 Port PoE Switch 1000BASE-T Copper Ethernet PoE+ connections, 10M/100M/1G RJ-45 copper ports, 1000BASE-X Fiber SFP ports, 16 port Auto sensing 10/100/1000 Mbps PoE, minimum CPU memory 512 MB with 2 SFP/combo ports, Energy Efficient Ethernet (IEEE 802.3az) Make: CP Plus/Netgear or equivalent 240 Supply, Conveyance and Installing of 2MP IP Dome/Bullet Camera having Progressive Scan True Day and Night Colour IR Camera having effective pixel of 2 MP, Video frame rate of 2MP @30FPS, Minimum illumination of 0.01 [email protected], 0 lux@IR On, 20 M IR Range, 24 IR LED, AWB, AGC, BLC, 2D Noise reduction, with 3.6mm board lense, 12 VDC, PoE IP67 rated weatherproof performance. 1 year warranty. Make: Bosch/CP Plus/Honeywell or equivalent 241 Supply and fixing of 6U wall mounting rack with supply and fixing of mounting brackets for support Lockable Front Door and Detachable Side Doors, Cable Manager and PDU of 4 or 6 sockets including cooling fan with accessories complete 242 Supply Installation Testing & Commissioning of 16 Port Loaded Cat 6 - U/UTP Modular Toolless Patch Panel having a metal structure enabling them to be durably fixed to the uprights of the 19 chassis. Include rear cable manager to hold cables without need for cable ties. The termination of I/0s shall be without any manual crimping tools. 243 Supply and fixing of 4U wall mounting rack with supply and fixing of mounting brackets for support Lockable Front Door and Detachable Side Doors, Cable Manager and PDU of 4 or 6 sockets including cooling fan with accessories complete. 244 Supply and connecting 2 meter long CAT6 cable Patch cord having RJ45 connectors crimped at both ends, to the existing outlets as required. Make: D-Link/TP-Link or equivalent 245 Supply and Installation of LED Color display of minimum 32 inch screen, complete, UHD display Make: LG/Samsung/Panasonic or equivalent. 246 Supplying and drawn of UTP 4 pair CAT 6 LAN cable in the existing surface/recessed steel/PVC conduit as required1 run of Cable 247 Supply, Installation and Integration of Dual Band WiFi Access Point on false ceiling along with accessories, having Fast Wireless Speed, simultaneous 2.4GHz 300Mbps and 5GHz, 867Mbps Dual Band connections for 1.2Gbps of total available bandwidth, Superior Coverage of Four Fixed External antennas provide stable wireless connections and optimal coverage, App Control, Interface of 1× 10/100 Mbps WAN Port and 4× 10/100 Mbps LAN Ports having Working Modes (Router Mode / Access Point Mode). Make: TP-Link/Netgear/DLink or equivalent 248 UPS 249 Supply, Installation, Testing and Commissioning of True on-line Double Conversion 10 KVA UPS system with 3:3 Crest Factor Three Phase Input Three Phase Output. Inversion shall be Microprocessor controlled with instantaneous sine wave Control using IGBT. UPS shall have standard display features, alarms, safeties, etc Input Voltage range : a) Phase – Three Phase with ground b)Voltage range 190 VAC – 470 VAC c)Input Frequency :50/60 Hz d)Power Factor : 0.95 or above e)THD : less than 5% with full load Bypass f) Voltage Range – 200VAC – 240 VAC ) Frequency range – 45-55 Hz/55-65 Hz Output Voltage Range h)Voltage Range – 200VAC – 240 VAC i)Frequency range – 50/60 Hz j)Voltage distortion – linear load <= 2% k)Voltage distortion – nonlinear load <= 5% l)Output waveform – pure sinewave m) Crest Factor – 3:1 Minimum Back up time : Continuous 30 Minutes at full load Rectifier shall be Full wave Type (Shall fully meet the specified input power requirements) Battery Type: Sealed Lead Acid Maintenance Free DC Voltage : 96V DC System, Battery Nos and capacity shall be designed for optimum storage space. Installation &Commissioning Required Breakers also needs to be provided in input and output side for the UPS. Make: Liebert Vertiv/APC by Schneider/Numeric by Legrand 250 Cable Trays 251 Supplying and installing following size of perforated pre-painted M.S. cable trays with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc as required.375 mm width X 50 mm depth X 2.0 mm thickness 252 Supplying and installing following size of perforated pre-painted M.S. cable trays with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc as required.150 mm width X 50 mm depth X 1.6 mm thickness 253 Fan Clamp 254 Providing and fixing 16 mm S.S. Fan clamps of standard shape and size in existing R.C.C. slab, including cutting chase, anchoring clamp to reinforcement bar, including cleaning, refilling, making good the chase with matching concrete, plastering and painting the exposed portion of the clamps complete. 255 DB and Switchgear 256 Supply and installation ofsheet steel, phosphatised and painted, dust and vermin proof enclosure of MCB DB including copper /brass bus bar, neutral link, earth bus and DIN rail suitable for fixing MCB/isolator etc. fixed on wall using suitable anchor bolts or fixed in recess including cutting hole on the wall , making good the damages, colour washing etc. as required4 way (8+12) - three phase double cover (IP 42/43) 257 Supply and installation ofsheet steel, phosphatised and painted, dust and vermin proof enclosure of MCB DB including copper /brass bus bar, neutral link, earth bus and DIN rail suitable for fixing MCB/isolator etc. fixed on wall using suitable anchor bolts or fixed in recess including cutting hole on the wall , making good the damages, colour washing etc. as required4 way (8+12) - double cover TPN vertical DB with provision for fixing MCCB as incomer and SP/ TP MCB as outgoing (IP 42/43) 258 Supply and installation ofsheet steel, phosphatised and painted, dust and vermin proof enclosure of MCB DB including copper /brass bus bar, neutral link, earth bus and DIN rail suitable for fixing MCB/isolator etc. fixed on wall using suitable anchor bolts or fixed in recess including cutting hole on the wall , making good the damages, colour washing etc. as required6 way (8+12) - double cover TPN vertical DB with provision for fixing MCCB as incomer and SP/ TP MCB as outgoing (IP 42/43) 259 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 MCBIRCCB/Isolator6 way, Double door 260 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, 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 261 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, 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 and netural 262 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, 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.Double pole 263 Supplying and fixing following rating, four pole, 415 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.40 amps 264 Supplying and fixing following rating, four pole, 415 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.63 amps 265 Supplying and fixing following rating, double pole, (single phase and neutral), 240 volts, residual current circuit breaker (RCCB), having a sensitivity current upto 300 milliamperes in the existing MCB DB complete with connections, testing and commissioning etc. as required.25 amps 266 Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current upto 300 milliamperes in the existing MCB DB complete with connections, testing and commissioning etc. as required.40 amps 267 Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current upto 300 milliamperes in the existing MCB DB complete with connections, testing and commissioning etc. as required.63 amps 268 Supplying and fixing TP sheet steel enclosure on surface/ recess along with 16/25/32amps 415 volts C curve TP MCB complete with connections, testing and commissioning etc. as required. 269 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, 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.Triple pole 270 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, 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.Triple pole and neutral 271 Earthing and Lightning Arrestor 272 Providing and fixing 25 mm X 5 mm copper strip in 40 mm dia G.I. pipe from earth electrode including connection with brass nut, bolt, spring, washer excavation and re- filling etc. as required. 273 Providing and fixing 25 mm X 5 mm copper strip on surface or in recess for connections etc. as required. 274 Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing as required. 275 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. 276 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. 277 Supplying and laying 25 mm X 5 mm copper strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of brass nut bolt & spring washer spaced at 50mm) 278 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. 279 Laying copper/ G.I. tape 32 mm X 6 mm from earth electrode directly in ground as required. 280 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. 281 Jointing copper / G.I. tape (with another copper/ G I tape, base of the finial or any other metallic object) by riveting / nut bolting/ sweating and soldering etc as required. 282 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) 283 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) 284 Supply and drawing bare earthing conductors of the following sizes along with wiring/ cables and giving connection as required4.75 mm copper conductor (6 SWG) 285 Supply of superior quality copper earth socket for the following size of earth conductor including crimping etc. as required.4.00 mm (8 SWG) 286 Supply of superior quality copper earth socket for the following size of earth conductor including crimping etc. as required.4.75 mm (6 SWG) 287 Street Lights 288 Supply Conveyance, installation, testing and commissioning of 36/40W LED street light output greater than 105lumen/W 4000-6000 K with IP 66 protection LED Chip make Cree/Lumilled/Nichea with power factor greater than 0.95 at full load, internal surge protection up to 8 KV,and Aluminium pressure die-cast Powder coated housing,acrylic cover complete with THD less than 10%, power factor greater than 0.98, RoHS compliant, duly wired up for use on 230 V AC supply. Driver compartment should be seperatly accessible for maintenance (LM 79&80 certificates from NABL accredited Third party lab to be produced mentioning chip manufacturer) 289 Supply, fabrication, conveyance and fixing the following sizes of B class GI pipe bent to shape / cut and welded to shape and fixing the same to wall / parapet using clamps as noted along with each size, painting with 2 coats of synthetic enamel paint over a coat of zinc chromate primer, making good the damages, colour washing etc as required.32 mm dia with HG company fabricated clamps 290 Water Purifier 291 Supply and Installation of Water Purifier having Multi-Stage Filtration: RO (Reverse Osmosis), UV (Ultraviolet), UF (Ultrafiltration), Storage Capacity: 7-9 Liters, Purification Features: RO: Removes dissolved impurities, heavy metals, and salts.UV: Kills bacteria, viruses, and other microorganisms. UF: Filters out fine particles and microorganisms. Mineral Booster: Adds essential minerals to enhance water taste.TDS Controller: Adjusts Total Dissolved Solids for taste preference. ActiveCopper: Infuses copper ions into the water for added health benefits.Aqua Taste Booster: Enhances the taste and maintains optimum pH level. In-Tank UV Disinfection: Keeps stored water pure.Smart Display/Indicators: Alerts for filter change, UV fail, water level, and service needs. Super Fine Sediment Filter: Removes fine and coarse particulate impurities. Water Level Indicator: Monitors the purified water level in the storage tank. Make: Aquaguard Aura 7L/ Bluestar Aristo 7L/Kent Grand Plus ZWW 9-Litre/ LG 8L 292 LT Cabling and Termination 293 Supply, laying and clamping of 1 no. PVC insulated and PVC sheathed armoured aluminium power cable, 1.1 KV grade of the following sizes using clamps noted along with the cables, spacing of clamps not exceeding 60cms, making good the damages , colour washing etc. as required.2 core 6 sq mm with factory made clamp 294 Supply, laying and clamping of 1 no. PVC insulated and PVC sheathed armoured aluminium power cable, 1.1 KV grade of the following sizes using clamps noted along with the cables, spacing of clamps not exceeding 60cms, making good the damages , colour washing etc. as required.3.5 core 35 sq mm with factory made clamp 295 Supply, laying and clamping of 1 no. PVC insulated and PVC sheathed armoured aluminium power cable, 1.1 KV grade of the following sizes using clamps noted along with the cables, spacing of clamps not exceeding 60cms, making good the damages , colour washing etc. as required.4 core 10 sq mm with factory made clamp 296 Supply, laying and clamping of 1 no. PVC insulated and PVC sheathed armoured aluminium power cable, 1.1 KV grade of the following sizes using clamps noted along with the cables, spacing of clamps not exceeding 60cms, making good the damages , colour washing etc. as required.4 core 16 sq mm with factory made clamp 297 Supply, laying and clamping of 1 no. PVC insulated and PVC sheathed armoured aluminium power cable, 1.1 KV grade of the following sizes using clamps noted along with the cables, spacing of clamps not exceeding 60cms, making good the damages , colour washing etc. as required.4 core 25 sq mm with factory made clamp 298 Supply, laying and clamping of 1 no. PVC insulated and PVC sheathed armoured aluminium power cable, 1.1 KV grade of the following sizes using clamps noted along with the cables, spacing of clamps not exceeding 60cms, making good the damages , colour washing etc. as required.3.5 core 240 sq mm 299 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.3 1/2X 240 sq. mm (62mm) 300 Supply & laying of one No. PVC insulated and PVC sheathed armoured aluminium power cable of 1.1 KV grade of the following sizes in the existing masonry open duct as required.3.5 core 400 sq mm 301 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.3 1/2X 400 sq. mm (82mm) 302 LT Panels 303 Fabrication, Supply, Installation, Testing & Commissioning of floor mounted, cubical type, dust & vermin proof, powder coated of approved shade Electrical panel fabricated out of sheet steel not less than 2.0 mm thick. Wherever necessary, such sheet steel members shall be stiffened by angle iron frame work. General construction shall employ the principle of compartmentalization and segregation for each circuit. Unless otherwise approved, incomer and bus section panels or sections shall be separate and independent and shall not be mixed with sections required for feeders. Each section of the rear accessible type panel shall have hinged access doors at the rear. Overall height of the panel shall not exceed 2.4 meters. Operating levers, handle etc. of highest unit shall not be higher than 1.7 meters. Multi-tier mounting of feeder is permissible. The general arrangement for multi-tier construction shall be such that the horizontal tiers formed present a pleasing and aesthetic look. Cable entries for various feeders shall be either from top or bottom. Through cable alleys located in between two circuit sections, either in the rear or in the front of the panel. All cable terminations shall be through gland plates. There shall be separate gland plate for each cable entry so that there will not be dislocation of already wired circuits when new feeders are added. Cable entry plates shall therefore be sectionalized. The construction shall include necessary cable supports for clamping the cable in the cable alley or rear cable chamber. The bus bars shall be of aluminium of high conductivity electrolytic quality and of adequate section. All bus bars and connections shall be suitably sleeved / insulated in approved manner. All voltmeters and ammeters shall befl ush mounted of size minimum 96 mm conforming to class 1.5 of IS 1248 for accuracy. All voltmeters shall be protected with MCB. On all the incomers of M.V panels, ON/OFF indicating LED lamps shall be provided and shall be suitable for operation on AC supply. Phase indicating LED lamps shall be associated with necessary ON/OFF toggle switch. All small wiring for Controls, Indication etc. shall be with suitable FRLS/ HFFR (halogen free fire retardant) copper conductor cables. Identification ferrules shall be used at both ends of the wires. The panel shall comprise of incomers, outgoing feeders and bus coupler as specified. The entire switch panel shall be cubical type generally conforming to IS 8623:1993 for factory assembled switch board. All incoming AIR CIRCUIT BREAKER/ MCCB shall have suitable adjustable tripping current and the time delay settings. The entire panel shall have a common earth bar of size as specified with two terminals for earth connections. The panel shall be suitable for operation on 415V, 3 phase, 50 Hz AC supply with enclosure protection class IP-42 as required.Incomer : 400A 3kA 4 Pole MCCB - 1no Ics = 100% Icu rating Digital Voltmeter 0- 500V with selector switch & Digital ammeter (0-400A) with selector switch and CTs etc. LED type RYB phase indication lamps, ON, OFF, Trip indication lamps, set of aluminium bus bar 400A. Out going : 250A ,50kA 4 Pole MCCB - 2no Ics = 100% Icu, (with Hylam sheet & warning signages as required) Switch gear make should as per approved make list. Panel shall meet all necessary specifications as per local electrical body/Inspectorate norms. 304 Lift panel- Fabrication, Supply, Installation, Testing & Commissioning of floor mounted, cubical type, dust & vermin proof, powder coated of approved shade Electrical panel fabricated out of sheet steel not less than 2.0 mm thick. Wherever necessary, such sheet steel members shall be stiffened by angle iron frame work.General construction shall employ the principle of compartmentalization and segregation for each circuit. Unless otherwise approved, incomer and bus section panels or sections shall be separate and independent and shall not be mixed with sections required for feeders. Each section of the rear accessible type panel shall have hinged access doors at the rear. Overall height of the panel shall not exceed 2.4 meters. Operating levers, handle etc. of highest unit shall not be higher than 1.7 meters. Multi-tier mounting of feeder is permissible. The general arrangement for multi-tier construction shall be such that the horizontal tiers formed present a pleasing and aesthetic look. Cable entries for various feeders shall be either from top or bottom. Through cable alleys located in between two circuit sections, either in the rear or in the front of the panel. All cable terminations shall be through gland plates. There shall be separate gland plate for each cable entry so that there will not be dislocation of already wired circuits when new feeders are added. Cable entry plates shall therefore be sectionalized. The construction shall include necessary cable supports for clamping the cable in the cable alley or rear cable chamber. The bus bars shall be of aluminium of high conductivity electrolytic quality and of adequate section. All bus bars and connections shall be suitably sleeved / insulated in approved manner. All voltmeters and ammeters shall be fl ush mounted of size minimum 96 mm conforming to class 1.5 of IS 1248 for accuracy. All voltmeters shall be protected with MCB. On all the incomers of M.V panels, ON/OFF indicating LED lamps shall be provided and shall be suitable for operation on AC supply. Phase indicating LED lamps shall be associated with necessary ON/OFF toggle switch. All small wiring for Controls, Indication etc. shall be with suitable FRLS/ HFFR (halogen free fire retardant) copper conductor cables. Identification ferrules shall be used at both ends of the wires. The panel shall comprise of incomers, outgoing feeders and bus coupler as specified. The entire switch panel shall be cubical type generally conforming to IS 8623:1993 for factory assembled switch board. All incoming AIR CIRCUIT BREAKER/ MCCB shall have suitable adjustable tripping current and the time delay settings. The entire panel shall have a common earth bar of size as specified with two terminals for earth connections. The panel shall be suitable for operation on 415V, 3 phase, 50 Hz AC supply with enclosure protection class IP-42 as required.Incomer : 1) 63A 36kA 4 Pole MCCB - 1no Ics = 100% Icu rating, THERMAL MANGNETIC RELEASEDigital Voltmeter 0-500V with selector switch & Digital ammeter (0-63A) with selector switch and CTs etc. LED type RYB phase indication lamps, ON, OFF, Trip indication lamps, set of aluminium bus bar 63A. Out going : 1) 40A ,16-25kA TP MCB - 6 no Ics = 100% Icu, (with Hylam sheet & warning signages as required) Switch gear make should as per approved make list.Panel shall meet all necessary specifications as per local electrical body/Inspectorate norms. 305 Sub Panel- Fabrication, Supply, Installation, Testing & Commissioning of floor mounted, cubical type, dust & vermin proof, powder coated of approved shade Electrical panel fabricated out of sheet steel not less than 2.0 mm thick. Wherever necessary, such sheet steel members shall be stiffened by angle iron frame work.General construction shall employ the principle of compartmentalization and segregation for each circuit. Unless otherwise approved, incomer and bus section panels or sections shall be separate and independent and shall not be mixed with sections required for feeders. Each section of the rear accessible type panel shall have hinged access doors at the rear. Overall height of the panel shall not exceed 2.4 meters. Operating levers, handle etc. of highest unit shall not be higher than 1.7 meters. Multi-tier mounting of feeder is permissible. The general arrangement for multi-tier construction shall be such that the horizontal tiers formed present a pleasing and aesthetic look. Cable entries for various feeders shall be either from top or bottom. Through cable alleys located in between two circuit sections, either in the rear or in the front of the panel. All cable terminations shall be through gland plates. There shall be separate gland plate for each cable entry so that there will not be dislocation of already wired circuits when new feeders are added. Cable entry plates shall therefore be sectionalized. The construction shall include necessary cable supports for clamping the cable in the cable alley or rear cable chamber. The bus bars shall be of aluminium of high conductivity electrolytic quality and of adequate section. All bus bars and connections shall be suitably sleeved / insulated in approved manner. All voltmeters and ammeters shall be fl ush mounted of size minimum 96 mm conforming to class 1.5 of IS 1248 for accuracy. All voltmeters shall be protected with MCB. On all the incomers of M.V panels, ON/OFF indicating LED lamps shall be provided and shall be suitable for operation on AC supply. Phase indicating LED lamps shall be associated with necessary ON/OFF toggle switch. All small wiring for Controls, Indication etc. shall be with suitable FRLS/ HFFR (halogen free fire retardant) copper conductor cables. Identification ferrules shall be used at both ends of the wires. The panel shall comprise of incomers, outgoing feeders and bus coupler as specified. The entire switch panel shall be cubical type generally conforming to IS 8623:1993 for factory assembled switch board. All incoming AIR CIRCUIT BREAKER/ MCCB shall have suitable adjustable tripping current and the time delay settings. The entire panel shall have a common earth bar of size as specified with two terminals for earth connections. The panel shall be suitable for operation on 415V, 3 phase, 50 Hz AC supply with enclosure protection class IP-42 as required. Incomer : 1) 63A 36kA 4 Pole MCCB - 1no Ics = 100% Icu rating, THERMAL MANGNETIC RELEASEDigital Voltmeter 0-500V with selector switch &Digital ammeter (0-63A) with selector switch and CTs etc. LED type RYB phase indication lamps, ON, OFF, Trip indication lamps, set of aluminium bus bar 63A. Out going : 1) 32A ,16-25kA 4 Pole MCCB - 4 no Ics = 100% Icu, (with Hylam sheet & warning signages as required) Switch gear make should as per approved make list. Panel shall meet all necessary specifications as per local electrical body/Inspectorate norms. 306 SSB2- Fabrication, Supply, Installation, Testing & Commissioning of floor mounted, cubical type, dust & vermin proof, powder coated of approved shade Electrical panel fabricated out of sheet steel not less than 2.0 mm thick. Wherever necessary, such sheet steel members shall be stiffened by angle iron frame work.General construction shall employ the principle of compartmentalization and segregation for each circuit. Unless otherwise approved, incomer and bus section panels or sections shall be separate and independent and shall not be mixed with sections required for feeders. Each section of the rear accessible type panel shall have hinged access doors at the rear. Overall height of the panel shall not exceed 2.4 meters. Operating levers, handle etc. of highest unit shall not be higher than 1.7 meters. Multi-tier mounting of feeder is permissible. The general arrangement for multi-tier construction shall be such that the horizontal tiers formed present a pleasing and aesthetic look. Cable entries for various feeders shall be either from top or bottom. Through cable alleys located in between two circuit sections, either in the rear or in the front of the panel. All cable terminations shall be through gland plates. There shall be separate gland plate for each cable entry so that there will not be dislocation of already wired circuits when new feeders are added. Cable entry plates shall therefore be sectionalized. The construction shall include necessary cable supports for clamping the cable in the cable alley or rear cable chamber. The bus bars shall be of aluminium of high conductivity electrolytic quality and of adequate section. All bus bars and connections shall be suitably sleeved / insulated in approved manner. All voltmeters and ammeters shall be fl ush mounted of size minimum 96 mm conforming to class 1.5 of IS 1248 for accuracy. All voltmeters shall be protected with MCB. On all the incomers of M.V panels, ON/OFF indicating LED lamps shall be provided and shall be suitable for operation on AC supply. Phase indicating LED lamps shall be associated with necessary ON/OFF toggle switch. All small wiring for Controls, Indication etc. shall be with suitable FRLS/ HFFR (halogen free fire retardant) copper conductor cables. Identification ferrules shall be used at both ends of the wires. The panel shall comprise of incomers, outgoing feeders and bus coupler as specified. The entire switch panel shall be cubical type generally conforming to IS 8623:1993 for factory assembled switch board. All incoming AIR CIRCUIT BREAKER/ MCCB shall have suitable adjustable tripping current and the time delay settings. The entire panel shall have a common earth bar of size as specified with two terminals for earth connections. The panel shall be suitable for operation on 415V, 3 phase, 50 Hz AC supply with enclosure protection class IP-42 as required.Incomer : 1) 250A 36kA 4 Pole MCCB - 1no Ics = 100% Icu rating, THERMAL MANGNETIC RELEASEDigital Voltmeter 0-500V with selector switch & Digital ammeter (0-250A) with selector switch and CTs etc. LED type RYB phase indication lamps, ON, OFF, Trip indication lamps, set of aluminium bus bar 250A. Out going : 1) 63A ,16-25kA 4 Pole MCCB - 8 no Ics = 100% Icu, (with Hylam sheet & warning signages as required) Switch gear make should as per approved make list. Panel shall meet all necessary specifications as per local electrical body/Inspectorate norms. 307 Transformer 308 Supply , Installation, Testing and commissioning of 500 kVA outdoor unitized substation with an 11kV/433V dry-type cast resin transformer and a 630A VCB typically includes a compact prefabricated design conforming to IEC62271-202 standards, offering IP53/IP23 protection, and featuring compartmentalized construction to prevent accidental entry into energized areas. The substation is designed to withstand electrical impulses, thermal, and dynamic stresses, ensuring reliable and robust performance with low power loss and noise levels. The installation involves placing the substation on a prepared concrete plinth, connecting high-tension (HT) and low-tension (LT) cables, and ensuring proper earthing and safety measures. The commissioning process includes testing the transformer, switchgear, and protection systems to verify operational integrity. Make: Unipower/Intrans/Voltamp 309 MSB and APFC Panel 310 Supplying, installation, testing & commissioning of cubical type MAIN SWITCH BOARD suitable for 415 V, 3 Phase, 4 Wire 50 Hz AC supply system having front surface area 6 sq.mtr (Approx.) fabricated in compartmentalized design from CRCA sheet steel of 2 mm thick for frame work and covers, 3 mm thick for gland, plates i/c cleaning & finishing complete with 7 tank process for powder coating in approved shade, having 630 Amp capacity extensible type TPN aluminium alloy bus bars of height conductivity, DMC / SMC bus bars of high conductivity, DMC/ SMC bus bar supports, with short circuit withstand capacity of 31 MVA for 1 Sec., bottom base channel of MS section not less than 100 mm x 50 mm x 5 mm thick, fabrication shall be done in transportable sections, entire panel shall have a common copper earth bar of size 25 mm x 5 mm at the rear with 2 Nos. earth stud, solid connections from main bus bar to switch gears with required size of Al. bus bars and control wiring with sq. mm. PVC insulated copper conductor S/C cable, cable alleys, cable gland plates in two half, i/c providing following switch gears :- Interlocking:Electrical through advance contacts in MCCB/ ACB’s (incomers & bus couplers) and mechanical (castel key) interlocking should be provided to ensure that only one supply is available at a time on each section of bus and to eliminate any possibility of accidentally approaching two supplies at one bus section.Interlocking b(I) Incoming : 2 Nos 800 Amps (DG and MAINS) each four pole ACB of fault breaking capacity 50 KA (Ics=Icu upto 433 V manually operated, fitted with interlocked door, automatic safety shutters, mechanical ON/OFF and service/test/isolated position indicators and frame earthing contact, conforming to IS 1397- 2 : 1993 as amended up-to-date complete with following accessories for each MCCB(a) Independent manual spring closing mechanism- 1 No.(b) Microprocessor release (EMI & EMC certified) for over current, earth fault & short circuit protection- 1 set.(c) Digital* type Voltmeter (0-500 V), with selector switch & back up HRC fuses/MCBs-1 set. (d) Digital* type Ammeter (0-.600 Amp), with selector switch and one set of 3 nos. CT’s of ratio. 800/5A Class I accuracy and 15 VA burden- 1set. (Ratio to be fi lled up).(e) 3 Nos. Phase indication LED lamps with 2 Amp back up HRC fuse, breaker ‘ON’ indicating light with 2 A HRC fuse, test terminal block set, fuses, circuits as per standard practice, auxiliary contacts for positive interlocking of the breakers as required.(f) Shunt trip coil 220 V A.C. (II) Bus Bars :TPN aluminium bus bars of minimum of 800 Amps capacity with heat shrinkable coloured sleeves and i/c DMC/SMC bus bar cross section, size supports & their spacing etc. for withstanding fault level of 31 MVA for 1 Sec (II) Outgoing :(1) (a) 4 Nos. 250 Amp 4 Pole MCCB (Ics = 35 kA upto 433 V) (b) CT’s of ratio 250/5 Amps Nos. (c) Digital* type ammeter (0- 400 Ap) with selector switch set. (2) (a) 1 Nos. 200 Amp4 Pole MCCB for (Ics = 35 kA upto 433 V) (b) CT’s of ratio 200/5 Amps set (c) Digital* type ammeter (0- 250 Amp) with selector switch set. (3) 3 Nos 160 Amp 4 Pole MCCB (Ics = 35 kA upto 433 V) (b) CT’s of ratio 160/5 Amps set (c) Digital* type ammeter (0- 200 Amp) with selector switch set. The switchgears/measuring instruments shall be as per the Choice of the Engineer in charge. The panel shall be mounted on required structural steel supports and frames for mounting, the price quoted shall be inclusive of the same. The panel shall have suitable provision for connecting to the incoming cables of 3R x 400 sqmm XLPE Aluminium cables and shall be provided with necessary earth leakage relays as per the Inspectorate Norms. The panel shall be as per the IS standards and shall conform to all norms of EB/Inspectorate/CEA. Make of Switchgear : ABB/L & T/Schneider Electric/Siemens/Legrand 311 Design, Manufacture, Supply, Installation, Testing and Commissioning of Automatic Power correction Panel having Incomer: 250A, TPN MCCB, Digital Multifunction meter for V,A,F,PF With CTs CL:1 with RYB Indication lamps-1 Set 250A Aluminium bus bar with heat shrinkable insulation sleeves-1 set, Intelligent power factor controller with control MCBs etc. complete The panel shall comprise of suitable combination of capacitor banks upto a total of 100 kVAR and shall be designed as per the standards of Electrical Inspectorate/CEA. 312 DG and AMF Panel 313 Supply, Installing, Testing and Commissioning of & Silent Type& Diesel Generating set having CPCB IV+ acoustic enclosure having Prime Power Rating of 500 KVA, 415 volts at 1500 RPM, 0.8 lagging power factor at 415 V suitable for 50 Hz, 3 phase system & for 0.85 Load Factor and consisting of the followings: Diesel engine radiator cooled, electric start, of suitable BHP at 1500 RPM suitable for above output of alternator capable of taking 10% over loading for one hour after 12 hours of continuous operation. The engine will be fitted complete with all the required accessories. Engine mounted Instrument Panel fitted with and having digital display and necessary indication coupled to Synchronous alternator rated at 500 KVA, 415 volts at 1500 RPM, 3 phase 50 Hz, AC supply with 0.8 lagging power factor. Both the engine and alternator shall be mounted on suitable base frame made of MS channel with necessary reinforcement which shall be installed on suitable cement concrete foundation and vibration isolation arrangement as per recommendations of manufacturer. Daily service fuel tank of 440-460 litres capacity fabricated out of 3 mm thick M.S. sheet complete with all standard accessories and fuel piping between fuel tank and diesel engine with MS class ‘C’ pipes of suitable dia. Complete with valves, level indications & accessories as required as per specifications. Dry exhaust manifold with hospital exhaust silencer and catalytic convertor. 12V/24V DC starting system comprising of starter motors: voltage regulator and arrangement for initial excitation complete with suitable nos. of batteries (lead acid type) as required as per specifications. Acoustic and weather proof enclosure with arrangement for fresh air intake for cooling of the engine & alternator, extraction, discharging hot air in to the atmosphere as per specifications. 314 Design, Fabricating, Supply, Installing, Testing & Commissioning of automatic mains failure control including auto by-pass panel, suitable for 500 KVA silent type DG set complete with relays, timers, set of CTs for metering & protection and energy analyser to indicate currents, phase and line voltages, frequency, power factor, KWH, KVARH & provision for overload, short circuit, restricted earth fault, under frequency, control cabling from AMF panel to diesel engine and elsewhere if required, all complete and inter locking including the following: (a) 1 Nos. 630 Amp., 50 kA (Ics=100%Icu), 4 pole, current limiting type MCCB with microprocessor based release with overload setting of 50-100% having adjustable OL & SC. Set at 350A (b) Auto/Manual/Test/Off selector switch (c) 2 Nos. over voltage relay, 2 Nos. reverse power relay and 2 Nos. under voltage relay. (d) 3 Sets of current transformers 15 P 10 accuracy for protection and 15 VA class-I for metering(e) Energy analyser unit to indicate current voltage frequency power factor and KWH(f) Indicating lamps for load on mains and load on set(g) Fuse for instruments(h) Battery charger, complete with transformer/ rectifi er, D.C. voltmeter and ammeter, selector switch for trickle, off and boost and current adjustment.(i) Main supply failure monitor(j) Supply failure timer(k) Restoration timer(l) Control unit with three impulse automatic engine start/stop and failure to start lockout.(m) Impulse counter with locking and reset facility.(n) ON/OFF/Control circuit switch with indicator(o) Audio/Video annunciation for(i) High water temperature(ii) Low lubricating oil pressure(iii) Engine over speed(iv) Engine fails to start(v) Full load/maximum load warning. AMF Panel shall be connected to Main Switch Board incomer with necessary interlocking arrangement to prevent simultaneous switching on of power supplies. All integration between Main Switchboard and AMF Panel is under contractor scope. 315 HT Cable 316 Supply & laying of one number PVC insulated and PVC sheathed armoured aluminium powercable of 1.1KV grade of the following sizes in ground including excavation of trench of size 35 x 75 cm, refilling the trench etc. as required but excluding sand cushioning and protective covering (in ordinary soil).3 core 300 sq mm 317 Supplying and making indoor cable end termination with heat shrinkable jointing kit complete with all accessories including lugs suitable for following size of 3 core, XLPE aluminium conductor cable of 11 KV grade as required:300 sq. mm 318 Supplying and making outdoor cable end termination with heat shrinkable jointing kit complete with all accessories including lugs suitable for following size of 3 core, XLPE aluminium conductor cable of 11 KV grade as required :300 sq. mm 319 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 11 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required.Above 120 sq. mm and upto 400 sq. mm 320 Air Conditioning Works 321 Supply, Installation, testing and commissioning of 3 x 3 Cassette type Air Conditioner of following capacity and specifications: Consisting of ceiling-mounted type room unit (fan coil) with cordless remote control and one number outdoor condensing unit comprising of energy-efficient suitable rotary compressor for operation on single-phase, 230 V, 50Hz supply, fixing the outdoor unit on a raised platform as per manufacturers recommendation, with R-32/R-410A or equivalent refrigerant and fixing of room (fan coil) unit on ceiling, standard 5 m distance refrigerant copper piping with 13mm nitrile rubber insulation, providing and making interconnection between room & condenser as per site conditions, comprising of 1 dia drain PVC pipe with insulation up to 5 m, canvas connections, full electrical cabling from power plug near indoor unit and to outdoor unit, ODU MS stand, first charge refrigerant gas, suitable stabilizer etc complete as required. (Make: Voltas, Blue Star, Daikin, Hitachi, Carrier or equivalent). Minimum 2 TR 3 Star rated (inverter type AC) as per BEE 322 Supplying additional copper piping of required size and connecting the same to the available piping and extension of the same through 100mm PVC duct inside false ceiling. 323 Electrical Dismantling Works 324 Dismantling of existing outdoor transformer and handing over to client as required by stacking the same within the campus premises, including accessories complete as per direction of engineer-in-charge 325 Dismantling of existing DG set 100 kVA, AMF panel etc and handing over to client as required by stacking the same within the campus premises, including accessories complete as per direction of engineer-in-charge 326 Electrical Works- Fire 327 Supply, laying and clamping of 1 no. PVC insulated and PVC sheathed armoured copper power cable, 1.1 KV grade of the following sizes using clamps noted along with the cables, spacing of clamps not exceeding 60cms, making good the damages , colour washing etc. as required.3.5 core 70 sq mm 328 Supply, laying and clamping of 1 no. PVC insulated and PVC sheathed armoured aluminium power cable, 1.1 KV grade of the following sizes using clamps noted along with the cables, spacing of clamps not exceeding 60cms, making good the damages , colour washing etc. as required.2 core 6 sq mm with factory made clamp 329 Supply, laying and clamping of 1 no. PVC insulated and PVC sheathed armoured aluminium power cable, 1.1 KV grade of the following sizes using clamps noted along with the cables, spacing of clamps not exceeding 60cms, making good the damages , colour washing etc. as required.4 core 16 sq mm with factory made clamp 330 Supply, laying and clamping of 1 no. PVC insulated and PVC sheathed armoured aluminium power cable, 1.1 KV grade of the following sizes using clamps noted along with the cables, spacing of clamps not exceeding 60cms, making good the damages , colour washing etc. as required.3.5 core 35 sq mm with factory made clamp 331 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.2 X 6 sq. mm (19mm) 332 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.3 1/2X 35 sq. mm (32mm) 333 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.3 1/2X 70 sq. mm (38mm) 334 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.4 X 16 sq. mm (28mm) 335 Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. 336 Supply and drawing bare earthing conductors of the following sizes along with wiring/ cables and giving connection as required4.00 mm copper conductor ( 8 SWG) 337 Supply of superior quality copper tubular cable socket and making core termination of cables of the following sizes including crimping etc. as required.10 sq mm 338 First Aid Hose reel &Wet Riser system 339 Supplying and fixing first-aid Hose Reel with MS construction spray painted in post office red, conforming to IS 884 complete with the following as required.a.20 mm nominal internal dia water hose thermoplastic (Textile reinforced) type -2 as per IS: 12585b.20 mm nominal internal dia gun metal globe valve & nozzle. c.Drum and brackets for fixing the equipmets on wall.d.Connections from riser with 25 mm dia stop gun metal valve & M.S. Pipe and socket.30 m 340 Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required100 mm dia 341 Supplying and fixing of fire brigade connection of cast iron body with gun metal male instantaneous inlet couplings complete with cap and chain as reqd. for suitable dia MS pipe connection conforming to IS 904 as required :2 way-100 mm dia M.S. Pipe 342 Supply and fixing of Air release valve SS body of 25 mm dia (UL Listed). 343 Supply, installation, Testing and Commissioning of Lever operated Ball valves made of Cast iron conforms to IS 5312, at required locations.25 mm dia Make : Kartar/ Atom 344 Supplying and fixing orifice plate made out of 6 mm thick stainless steel (Grade 304) with orifice of required size to be fitted between flange & landing valve of external and internal hydrants to reduce pressure at the outlet to the level of 3.5 kg/cm2 complete as required. 345 Supplying and fixing 63 mm dia, 15 m long RRL hose pipe with 63 mm dia male and female couplings duly bound with GI wire, rivets etc. conforming to IS 636 (type-A) as required :Stainless Steel (Grade 304) 346 Supplying & fixing 63 mm dia gun metal short branch pipe with 20 mm nominal internal diameter size nozzle conforming to IS 903 suitable for instantaneous connection to interconnect hose pipe coupling as required :Stainless Steel (Grade 304) 347 Supplying and fixing single headed internal hydrant valve with instantaneous Gunmetal/Stainless Steel coupling of 63 mm dia with cast iron wheel ISI marked conforming to IS 5290 (Type -A) with blank Gunmetal/Stainless Steel cap and chain as required :Single headed Stainless steel 348 Hose Box - Supply, Installation, Testing and Commissioning of Hose Box -Double door - (cabinet) to accommodate Two pieces of 63 mm dia fire hose along with one pair of 63 mm dia male & female couplings and one branch pipe. The cabinet is made of MS sheet, painted in approved red colour with glass fronted hinged doors and lock &key (UL Listed). 349 Supply and Installation of Fire Brigade Draw-out Collecting head of CI Body having gunmetal 63mm dia instantaneous male draw out confirming to IS:903 suitable to fit on 100mm dia pipe with necessary flanges, rubber gasket, nut & bolts and other items. 350 Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts, washers etc.as required :100mm dia 351 Fire extinguishers 352 Supply &installation of ISI ABC type fire extinguisher of 4 kgs. Make SAFEX/ MINIMAX / CEASEFIRE or equivalent(UL Listed) 353 Supply &installation of CO2 type fire extinguisher of 4.5 kgs. Make SAFEX / MINIMAX / CEASEFIRE or equivalent 354 Supply & installation of water mist type fire extinguisher of 9 liters. Make SAFEX / MINIMAX / CEASEFIRE or equivalent 355 Supplying & Installing of Clean agent based automatic modular fire extinguisher (ceiling mounted) suitable for A,B,C class fires & electrical fires, Capacity- 5Kg 356 Supplying & Installing of Mechanical Foam (Stored Pressure) Type fire extinguisher of 9L capacity with mounting clamp. ISI approved. Make : SAFEX/MINIMAX/CEASEFIRE or equivalent 357 Fire Pumps & Fire Panel 358 Electric driven Main Fire Pump: Supplying, installation, testing and commissioning of Electric driven Main Fire Pump suitable for automatic operation and consisting of following, complete in all respects, as required : (a) Horizontal type, multistage, centrifugal, split casing pump of cast iron body & bronze impeller with stainless steel shaft, mechanical seal conforming to IS 1520. (b) Suitable HP Squirrel cage induction motor, TEFC, synchronous speed 1500 RPM, suitable for operation on 415 volts, 3 phase 50 Hz, AC supply with IP 55 protection for enclosure, horizontal foot mounted type with Class-F insulation, conforming to IS-325. (c) M.S. fabricated Common base plate, coupling, coupling guard, foundation bolts etc. as required. (d) Suitable cement concrete foundation duly plastered with anti vibration pads.1620 lpm at 56 m Head 359 Supplying, installation, testing and commissioning of diesel engine driven main fire pump suitable for automatic operation and consisting of following, complete in all respects, as required : (Diesel Driven Pump)Horizontal type, multistage, centrifugal pump of cast of iron body and bronze impeller with stainless steel shaft, mechanical seal conforming to IS 1520.Suitable HP, 1500 RPM water cooled with radiator, diesel engine conforming to relevant IS standard complete with auto starting mechanism, 12 /24 volts electric starting equipment, diesel tank, exhaust pipe extended upto 10 m outside pump house duly insulated with 50 mm thick glass wool with 1.0 mm thick aluminium sheet cladding, residential silencer, instruments and protection as per standard specification, stop solenoid for auto stop in the event of fault with audio indications, painted with post office red colour etc. as required.M.S fabricated, common base plate, coupling, coupling guard, foundation bolts etc. as required.Suitable cement concrete foundation duly plastered and with anti vibration pads. 1620 lpm at 56 m Head 360 Supplying, installation, testing and commissioning of electric driven pressurisation pump suitable for automatic operation and consisting of following, complete in all respects, as required : (Jockey Pump)a.Horizontal type, multistage, centrifugal pump of cast iron body and bronze impeller with stainless steel shaft, mechanical seal conforming to IS : 1520.b. Suitable HP squirell cage induction motor TEFC type suitable for operation on 415 volts, 3 phase 50 Hz AC supply with IP 55 class of protection for enclosure, horizontal foot mounted type with Class-F insulation, conforming to IS : 325.c. M.S.fabricated Common base plate, coupling, coupling guard, foundation bolts etc. As required.d. Suitable cement concrete foundation duly plastered and with anti vibration pads. 180 lpm at 56 m Head 361 Fabrication, supply, Installation testing & commissioning of Electrical control panel of cubical construction, floor mounted type, fabricated out of 2mm thick CRCA sheet, compartmentalised with hinged lockable doors, dust and vermin proof, powder coated of approved shade after 7 tank treatment process, cable alley, inter-connection with suitable size copper conductor cable/solid copper strip, having switchgears and accessories, mountings and internal wiring, earth terminals, numbering etc. complete in all respect, suitable for main fire pump, pressurisation pump & diesel pump set complete as per CPWD specification with following in coming and Outgoings, suitable for operation on 415V, 3 phase, 50Hz Ac Supply with enclosure protection class IP 42 as required :INCOMING 250A, 50kA 4 Pole MCCB, Ics=100% Icu rating Digital Voltmeter 0-500V with selector switch Digital Ammeter (0-250 A) with selector switch & CTs etc. LED type RYB phase indicating lamps, ON, OFF, trip indicating lamps Set of Copper Bus Bar 300A OUTGOING (Note : All outgoing feeders for pumps should have digital Ammeter with selector switches, and LED type ON, OFF, trip indicating lamps)Main Fire Pump125 A, 50kA TPN MCCB, Ics=100% Icu, with fully automatic Star/Delta starter suitable for 60 HP pump with overload protection, current sensing type single phase preventor complete with all accessories and internal wiring required for automatic operation, selector switch for local/remote, auto/manual/OFF operation.Jockey Pump63 A, 50kA TPN MCCB, Ics=100% Icu, with suitable HP fully automatic Star/Delta starter with overload protection, current sensing type single phase preventor complete with all accessories and internal wiring required for automatic operation, selector switch for local/remote, auto/manual/OFF operation.DIESEL ENGINE CONTROLControl for diesel engine comprising - Automatic/Manual selector switch & 3 attempts starting device, timers and relays as required, push buttons, start/stop in manual mode Indicating lamp for high/ Low Lub. Oil pressure, High Water Temp and Engine on indication Battery charger suitable for 12V/24 V DC with boost and trickle selector switch, 0-30 V DC volt meter, and 0- 20 A DC Ammeter All standard relays and accessories for automatic operation of diesel engine System Controller.Designing, Supply, Installation, Testing and commissioning of system controller to control operation of main electric fire pump, diesel pump, Pressurization pump, Terrace pump in sequence as per specification consisting of relays, timers. Sensors, annunciation window for fault indication, complete as per specification 362 Supplying & Installation of suitable flexible coupling/connection to fix at the suction and deliverys side of the fire pumps.dia 150mm 363 Supplying & Installation of suitable flexible coupling/connection to fix at the suction and deliverys side of the fire pumps.dia 80mm 364 Supply and Installation of 12V DC, 200Ah maintenace free battery suitable for Diesel Engine driven fire pump operation with required connect cable set, battery stand. 365 Supplying & Installation of suitable flexible coupling/connection to fix at the suction and deliverys side of the fire pumps.dia 100mm 366 Signages 367 Supply and fixing in position Exit Signages photo luminescent type with indication arrows and letters Exit/Fire Exit/ Staircase/FIRE/Fire Station/Fire Fighting Equipment/Fire Duct/ Fire Extinguisher/ Floor/Fire Command Centre/Fire Pump Room/ No Smoking / Danger/ Call point / Sounder Identification Numbers (Ground/ 1st/2nd)/ In case of the fire do not use lift, use stairs and other mandatory signages recommended by Fire Departments having dimension 30 cm x 15 cm complete inculding fixing mechanism. 368 Supplying and Installing in position the signages approved by Kerala state fire service - of minimum size 1ft x 1.5ft made out of PVC rigid sheet 3mm thick with computer cut PVC non- reflective self adhesive imported vinyl painted on the front of PVC rigid sheet complete with wall mounting arrangements with mirror screws. with lettering- ASSEMBLY AREA 369 Signboards: Supply and Installation of Fire Escape Plan with fire fighting equipment location, exit in A3 Foam sheet with plastic lamination with necessory accessories to fix it on wall. 370 Supply and fixing in position & Fire Order& signage in suitable size made of high quality PVC foam sheet with photo luminescent lamination to make it glow automatically in the dark, with suitable arrangement to fix it on wall. 371 Supplying & fixing in position Assembly Point sigange in suitable size on aluminium composite panel with suitable stand to fix it on open area outside building. Assembly Point 372 Terrace pump 373 Supplying, installation, testing and commissioning of electric driven terrace pump suitable for automatic operation and consisting of following, complete in all respects, as required: (Terrace Pump)a.Horizontal type, multistage, centrifugal, split casing pump of cast iron body & bronze impeller with stainless steel shaft, mechanical confirming to IS : 1520b. Suitable HP squirell cage induction motor TEFC type suitable for operation on 415 volts, 3 phase, 50 Hz, AC supply with IP55 class of protection for enclosure, horiziontal foot mounted type with Class-F insulation, conforming to IS-325.c. M.S.fabricated common base plate, coupling, coupling guard, foundation bolts etc.as required.d. Suitable cement concrete foundation duly plastered and with anti vibration pads. 450 lpm at 35 m Head 374 Design, Supply, Installation, Testing, and Commissioning of an Automatic Terrace Fire Pump Panel, including:- IP54-rated enclosure with powder-coated CRCA sheet steel.- 32A 16kA MCCB, 15 HP-rated pump 3P contactor, overload relay, and pressure switch for automatic pump operation.- Auto/Manual selector switch, START/STOP push buttons, hooter, timer, and protection features (dry-run, phase failure, etc.).- Indicators (Power ON, Pump Running, Fault, Low Pressure), meters (Voltmeter, Ammeter with selector switches).- Copper wiring, termination, and provision for cable glands.- Installation, onsite calibration, and full functional testing for pressure-based automation. 375 Supply, laying and clamping of 1 no. PVC insulated and PVC sheathed armoured aluminium power cable, 1.1 KV grade of the following sizes using clamps noted along with the cables, spacing of clamps not exceeding 60cms, making good the damages , colour washing etc. as required.4 core 16 sq mm with factory made clamp 376 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.4 X 16 sq. mm (28mm) 377 Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required100 mm dia 378 Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts, washers etc.as required :100mm dia 379 Providing, installation, testing and commissioning of stainless steel Y-strainer fabricated out of 1.6 mm thick stainless steel, Grade 304, sheet with 3 mm dia holes with stainless steel flange.100mm dia 380 Pressure Guage-Supply, Installation, Testing and Commissioning of pressure guage, 4 & dial, 0 - 200 psi range 3/8 BSP weather proof with stainless steel internals, siphon tube including fittings etc (UL Listed). Make: H Guru/Pointer 381 Supply, installation, Testing and Commissioning of Lever operated Ball valves made of Cast iron conforms to IS 5312, at required locations (UL Listed).20 mm dia Make : Kartar/ Atom 382 Supply and drawing bare earthing conductors of the following sizes along with wiring/ cables and giving connection as required4.00 mm copper conductor ( 8 SWG) 383 Supply of superior quality copper tubular cable socket and making core termination of cables of the following sizes including crimping etc. as required.10 sq mm 384 Providing & fixing of pressure switch in M.S. pipe line including connection etc. as required 385 Above Ground Piping 386 Providing, laying, testing & commissioning of C class heavy duty MS pipe conforming to IS 3589/IS 1239 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required :100 mm dia 387 Providing, laying, testing & commissioning of C class heavy duty MS pipe conforming to IS 3589/IS 1239 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required :25 mm dia 388 Providing, laying, testing & commissioning of C class heavy duty MS pipe conforming to IS 3589/IS 1239 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required :80 mm dia 389 Providing, laying, testing & commissioning of C class heavy duty MS pipe conforming to IS 3589/IS 1239 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required :250 mm dia (wall thickness 6.3 mm) 390 Providing, laying, testing & commissioning of C class heavy duty MS pipe conforming to IS 3589/IS 1239 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required :150 mm dia 391 Providing, laying, testing & commissioning of C class heavy duty MS pipe conforming to IS 3589/IS 1239 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required :200 mm dia (wall thickness 6.3 mm) 392 Supply and Installation of 80mm dia M.S. &C& Class Diesel Engine exhaust pipe duly insulated with 50mm thick Glass wool with 1mm thick aluminium sheet cladding with bellows, flexible joint, necessary support, making hole in brick wall for pipe installation.Pipe dia 80mm 393 Underground piping 394 Supply, Installation, Testing and Commissioning of MS C class ERW pipes with ISI Mark complete including cutting and jointing as per the requirements of standards, welding using high quality welding electrodes for pipe. supporting the pipes using Channels or Angles or structures at required intervals as specified for fire fighting work. Piping shall have one coat of anticorrossive zinc chromate industrial primer and two coats of IS approved colour code. All pipes are with ISI mark (IS 1239/3589)Pipes of required dimensions (length and dia) need to fabricated by the vendor by cutting/welding pipes of standard dimensions. length of each type( pipe diameter) should be fixed by the vendor after visiting the site and factory building. The pipe shall be laid direct in ground (75 cm below ground level) including excavation and refilling the trench and covering with 3 mm tar sheet. Pipe size 150 mm. Make - TATA / JINDAL 395 Supply, Installation, Testing and Commissioning of MS C class ERW pipes with ISI Mark complete including cutting and jointing as per the requirements of standards, welding using high quality welding electrodes for pipe. supporting the pipes using Channels or Angles or structures at required intervals as specified for fire fighting work. Piping shall have one coat of anticorrossive zinc chromate industrial primer and two coats of IS approved colour code. All pipes are with ISI mark (IS 1239/3589)Pipes of required dimensions (length and dia) need to fabricated by the vendor by cutting/welding pipes of standard dimensions. length of each type( pipe diameter) should be fixed by the vendor after visiting the site and factory building. The pipe shall be laid direct in ground (75 cm below ground level) including excavation and refilling the trench and covering with 3 mm tar sheet. Pipe size 200 mm. Make - TATA / JINDAL 396 Supply, Installation, Testing and Commissioning of MS C class ERW pipes with ISI Mark complete including cutting and jointing as per the requirements of standards, welding using high quality welding electrodes for pipe. supporting the pipes using Channels or Angles or structures at required intervals as specified for fire fighting work. Piping shall have one coat of anticorrossive zinc chromate industrial primer and two coats of IS approved colour code. All pipes are with ISI mark (IS 1239/3589)Pipes of required dimensions (length and dia) need to fabricated by the vendor by cutting/welding pipes of standard dimensions. length of each type( pipe diameter) should be fixed by the vendor after visiting the site and factory building. The pipe shall be laid direct in ground (1m below ground level) including excavation and refilling the trench and covering with 3 mm tar sheet. Pipe size 100 mm. Make - TATA / JINDAL 397 Valves, measuring devices & switches 398 Supplying, fixing, testing & commissioning of double flanged sluice valve of rating PN 1.6 with non rising spindle, bronze/gun metal seat, ISI marked complete with nuts, bolts, washers, gaskets and conforming to IS 780 of following sizes as required:200mm dia 399 Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required80 mm dia 400 Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required100 mm dia 401 Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required150 mm dia 402 Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts, washers etc.as required :80mm dia 403 Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts, washers etc.as required :150mm dia 404 Providing, installation, testing and commissioning of stainless steel Y-strainer fabricated out of 1.6 mm thick stainless steel, Grade 304, sheet with 3 mm dia holes with stainless steel flange.150mm dia 405 Supplying and fixing air vessel made of 250 mm dia, 8 mm thick MS sheet, 1200 mm in height with air release valve on top and flanged connection to riser, drain arrangement with 25 mm dia gun metal wheel valve with required accessories, pressure gauge and painting with synthetic enamel paint of approved shade as required. 406 Providing & fixing of pressure switch in M.S. pipe line including connection etc. as required 407 Pressure Gauge-Supply, Installation, Testing and Commissioning of pressure gauge, 4 dial, 0 - 200 psi range 3/8 BSP weather proof with stainless steel internals, siphon tube including fittings etc (UL Listed). Make: H Guru/Pointer 408 Supply and fixing of Air release valve Brass body of 25 mm dia (UL Listed) following IS standards, with required pressure rated. 409 Supply, installation, Testing and Commissioning of Lever operated Ball valves made of Cast iron conforms to IS 5312, at required locations.25 mm dia Make : Kartar/ Atom 410 Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts, washers etc.as required :100mm dia 411 MOEFA system, Automatic Detection & Fire Alarm System 412 Supplying, installing, testing and commissioning approved make Microprocessor based Multi-loop, Networkable Addressable Fire Alarm Control Panel with minimum 600 characters LCD display, 4000 trouble events including1000 alarm log history events, Self Programmable alphanumeric keypad for programming. The panel should be equipped with sufficient numbers of loops considering 20% spare capacity in each loop and shall be extendable upto 10 Loops. Each loop shall have a capacity of minimum 125 detectors & 125 other devices exculding 20% spare. The panel shall work in degrade mode in case of CPU failure, Products not having this feature may offer Redundant CPU. Four access levels, flash EPROM, 240 volts AC power supply, automatic battery charger, 24 volts sealed lead acid batteries sufficient for 24 hours normal working and 30 mins in alarm condition with the charging capacity of 200AH. The panel shall be capable of self programing without any dependancy on dongle or programming software. Quoted rate shall include supply of necessary software & hardware for progamming the panel with all necessary licence. Panel shall have Modbus over IP protocol for future integration with BMS. However, for present arrangement FA system will be standalone with 24x7 monitoring. The panel shall be capable of connecting to the cloud platform/solution. Complied to meet UL864, 10th Edition 6 Loop Networkable Addressable Fire Alarm Control Panel(Make: Honeywell or Equivalent) 413 Supplying, installation, testing & commissioning of addressable fire control module complete as required. 414 Supplying, installation, testing & commissioning of addressable manual call point complete as required. 415 Supplying, installation, testing & commissioning of addressable horn cum strobe complete as required. 416 Supplying, installation, testing & commissioning of intelligent analog addressable photothermal detector complete with mounting base complete as required. 417 Supplying, installation, testing & commissioning of fault isolator complete with base as required. 418 Supplying, Installation, testing & commissioning of external power supply unit provides regulated and filtered 24 VDC power for hooter operation.Battery backup with built in charging. 419 CABLING & WIRING Supplying & laying of 2x1.5 sq mm fire alarm armoured cable, 600/1000V rated with annealed copper conductor having XLPE insulation, steel wire armouring & FRLS outer sheath complete as required. 420 Miscellaneous 421 Preparation of initial and final drawings, submission to Panchayath, Municipality, KSEB, Electrical Inspectorate, Kerala Water Authority, State Pollution Control board, Fire Department, Factories and Boilers and other agencies if any for getting approval, sanction and No Objection Certificate for building permit and completion from Fire Department and other department. Quoted rate shall be excluding statutory fee (All statutory fees shall be borne by Client-actual statutory fees shall be reimbursed on submission of original bill/challans from authorities).
Contract Date: Jul 17, 2025 Contract Value : ₹ 11.48 Crore
Boards / Undertakings / PSU No of Bidders 1
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29.
Housing Urban and Rular Development #10373373 Price Bid
Tender For Strengthening Of Road (Construction Of Rotary And Other Development Works Around Rotary On 45M Wide Road Along Sector-90 And 137) Noida, 1 Demolishing cement concrete manually/ mechanical means and incluiding disposal of material within 50 metres lead as per direction of Engineer-in-charge. Normal 1:3:6 or richer Mix. 2 Demolishing R.C.C work manually/ by mechanical means incluiding stacking of steel bars and disposal of unserviceable materials within 50 metre lead as per direction of Engineer - in-charge. 3 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m,and lift upto1.5m, as directed by Engineer-in-charge. : All kinds of soil. (C.R.) The Contractor has to detect Different utilities like sewer line, water Supply line, electric cable, telephone cable, gas pipe line etc. using utility detecting machine before start of excavation and shall start excavation only after getting permission of Engineer-in- Charge(CR). 4 Filling available excavated earth (excluiding 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 50m and lift upto 1.5m 5 Disposal of building rubbish / malba / similar unserviceable , dismantled or waste materials by mechanical means incluiding loading transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge. Beyound 50 m initial lead, for all leads incluiding all lifts involved. 6 Construction of sub-grade and earthen shoulder with approved obtained from right of way all lifts & leads , transporting to site ,spreading ,grading to required slope and compacted to meet requirement of table no. 300-2 7 By Mix in Place Method Well graded Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. MORT&H Specification 401 Sr No 4.1 8 Wet Mix Macadam (Plant Mix Method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. 9 Prime Coat over WBm/WMM, Providing and applying Primewith SS1 grade bitumen emulsion using emulsion pressure distributor at the rate of 0.70 to 1.00 kg per sqm using mechanical means. 10 (Dense Graded Bituminous Macadam Grading 2 )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 centby 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 percomplete in all respects. 11 Providing and applying tack coat using hot straight run bitumen of grade VG-10 incluiding heating the bitumen, sraying the bitumen with mechanically operated spray uint fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : On bituminous surface @ 0.50 kg/sqm. 12 Bituminous Concrete Grading 2 Providing and laying bituminous concrete withhigher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4per centof 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 complete in all respects 13 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface.Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-2015 The finished surface to be level, uniform and free from streaks and holes. 14 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -all work upto plinth level 1:4:8(1cement :4 course sand (zone III ):8 graded stone aggregate 40mm nominal size ). 15 Providing and laying factory made chamferededge Cement Concrete Paver Blocks in Footpath, parks, lawns, drive ways, or light traffic parking etc, of required strenght, 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 san. complete all as per direction of Engineer-in-charge.16.91.1 60mm thick c.c. paver block of M-35 grade with approved color and design & pattern. 16 Centering and shuttering including strutting, propping etc. and removal of form for :Wall any thickness including attached pilasters, buttresses, plinth and string course etc. 17 Centering and shuttering including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete 18 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. 19 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 impaining strength and durability as per direction of the Engineer-in-charge. (Note Cement content considered in this item is @ 330kg/cum.Excess/less cement used as per design mix is payable/recoverable separately). All works up to plinth level. 20 Extra for providing richer mixes at all floor levels. Noe :- Excess/less cement over the specified content used is payable/recoverable separately . Providing M-30 grade concrete inseed of M-25 grade BMC/RMC. ( Note:- Cement content considered in M-30 is @340 kg/cum). 21 Manufacturing, Supplying and fixing retro reflective overhead signage boardmade up of 2mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens tyoe heat activatedretro 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 substratre 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..........complete as per drawings, specification and direction of the engineer-in-charge ( structural frame workincluding M.S plate to be provided separately. Rectangular area of the sheet only shall be measured for payment)Full Language in orignal file. 22 Providing wall putty on new surface with approved quality material of Berger/JK/Birla of similar make 2 coats 23 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work 24 Providing and laying Mastic Wearing course ( as per specifications ) with Industrial bitumen of grade 85/25 conforming to IS : 702, prepared by using mastic cooker and laid to required level and slope, Incluiding providing antiskid surface with bitumen precoated fine grainedhard stone chipping of approved size at the rate of 0.005 cum per 10 sqm and at approximate spacing of 10 cm centre to centre in both directions, pressed into surface protruding 1 mm to 4mm over mastic surface, Incluiding cleaning the surface, removal of debris etc. All complete. ( Considering bitumen using 10.2% as per MORTH specification ) 40mm thick 25 Brick work with common burnt clayF .P.S (non modular ) bricks of class designation 100 in foundation and plinth in : cement mortar 1:4 ( 1 cement : 4 coarse sand ) 26 Providing and laying C.C pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per Engineer- in -charge. (The panel shuttering work shall be paid for separately.) ( Note:- Cement content considered in this item is @330 Kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately). 27 Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to 30%) of different thickness & modular width 1200 mm in Controlled Factory Environment with approved methodology confirming to IS 10297:1982 by using long line casting method having arrangement ............as per the direction of the Engineer-in-charge. (Cost of strands should be paid separately). Note: Excess/less cement over the specified cement content used as per design mix is payable/recoverable separately) including steel & Transport charge.Full Language in Orignal file. 28 Boring/drilling bore well of required dia for casing /strainer pipe, by suitable method prescribed in IS : 2800 (part I), incluiding collecting samples from different strata, preparing and submitting strata chart/ bore log, incluiding hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. 23.1.1 All types of soil23.1.1.1300 mm dia. 29 Supplying , assembling, lowering and fixing in verticle position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, incluiding required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 23.3.3 200 mm dia. 30 Supplying , Filling , spreading & Leveling stone Boulders of size range 5cm to 20cm , in Recharge Pit , in the required thickness, for all leads & lift , all complete as per direction of Engineer-in-charge. 31 Supplying , Filling , spreading & Leveling Gravels of size range 5mm to 10mm , in the Recharge Pit , over the existing layer of boulders, in required thickness, for all leads & lift , all complete as per direction of Engineer-in-charge. 32 Supplying , Filling , spreading & Leveling Coarse sand of size range 1.5 mm to 2 mm , in the Recharge Pit , over the gravel layer , in required thickness, for all leads & lift , all complete as per direction of Engineer-in-charge. 33 Providing and fixing Bail plug / Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS : 2800(part 1). 34 centering and shuttering incliuding strutting propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform. 35 Providing and fixing plan non- asbestos cement sheet strip in joints pavement / terrazo flooring 100mm wide & 6mm thick (based on item no. 11.13.1/195/DAR-2018 vol-1 36 Taking out existing CC interlocking paver blocks from footpath/ central verge, incluiding 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. 37 Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe grade @ maximum 100mm c/c on both ways, neat cement punning on finished surface, propoerly encased on all edges with 1.6 mm thick, 100 mm wide MS sheet duly painted over primimg coat, reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc I/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge. 38 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc. incluiding cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, incluiding welding and bolted with special shaped washers Electric resistance or induction bult welded tubes etc complete. 39 Steel work welded in built up sections/ framed work, incluiding 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. 40 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work 41 12mm Cement plaster of mix : 1:4 (1 cement :4 course sand) 42 Sculpture at rotary.(White marble modern art.)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 10
Uttar Pradesh View Result →
30.
Drinking Water Supply and Sanitation #10370616 Price Bid
tender for Etmadpur Nagar Palika Parishad Water Supply Scheme, Survey, Soil investigation, Design, Supply of all materials, labour, T&P etc. required for construction, erection, completion, testing & commissioning of water supply works such as RCC OHTs, ZPSs/CWR cum Pumping Station, Rising main, Feeder main, Distribution System, SCADA Room, Chlorination room, Meter Room, Panel Room, Boundary Wall & Site development works etc. and other appurtenant works including SCADA and Automation as per specifications in tender document for Etmadpur Nagar Palika Parishad Water Supply Scheme. The scope of work also includes trial run of 3 months & defect liability period of 12 months for Civil works & 24 months for E/M works after completion of successful trial run. All completed and commissioned workunderEtmadpur Nagar Palika Parishad Water Supply Scheme shall be hand over to Nagar Palika Parishad Etmadpur, District-Agra after 3 month successful trial run period. Sl. No. Item Description 1 Design, Supply of all materials, labour, T&P etc required for construction of Intz type RCC Over Head Tank including various works like - Ventilator and Water level indicator, Lightening conductor, C.I. D/F Verticle pipes (Inlet Pipe, Outlet Pipe, Overflow Pipe & Washout Pipe), duck foot bend, puddle collers and bell mouths, Sluice valve on inlet, outlet & washout pipe and Valve Chamber, Bye-pass arrangement of OHT, Flooring withApran & Drain( min.100 mm thick PCC of 1:2:4 & 100 mm thick RCC of 1:1.5:3 with nominal reinforcement), Floor level shall be 60 cm above the finished ground level of Campus, Three coat apex painting over one coat primer of approved colour after finishing of RCC surface with grinder, repair of pin holes, unevenness., Railings- G.I. Pipe railing around stair case (both sides), balcony & top dome periphery, S.S ladder from opening of top dome to bottom dome, Stair case (Seperate two column basedRCC staircase and 1 m wide balcony with arrangement of M.S Gate and Jali for 600 KL OHT & 1.0 m wide stair case around OHT column for 250 kl OHT), Food grade epoxy coating of FOSROC / Ciba-Geigy or reputated brand on inside surface area of water container after testing for water tightness, of capacity and staging mentioned as under:For bidding purpose, bearing capacity of soil shall be considered as 8t/sq.m. Working design shall be based on the SBC determind after soil investigation / 8 tonne/sqm.Note :- The bid price of Over Head Tanks is to be submitted considering net safe allowable bearing capacity as 8 t/m2, keeping the minimum foundation depth to be 2.5 m below existing ground level at the site of work. The successful bidder will be required to investigate the soil bearing capacity. If net safe allowable bearing capacity is found to be equivalent or more than 8 t/m2, the design of OHT will be based on 8 t/m2 capacity. However, in case the net safe allowable bearing capacity is found to be below 8 t/m2, then the design of OHT will be based on the actual bearing capacity. 2 OHT of 600 kl capacity, 24 m stagingNai Basti Water Supply Zone-I 3 OHT of 250 kl capacity, 24m stagingIOCL Water Supply Zone-III 4 Design, supply of all material, labour, T&P etc. required for construction of Ractangular, R.C.C Clear Water Reservoir cum pump house including various works like 1 m wide stair case with stainless steel hand railing to go inside reservoir, sump below the pump house area, stainless steel railing over the R.C.C slab of reservoir, Granular texture finish on exterior surface of pump house, gantry beam, food grade epoxy coating of FOSROC / Ciba-Geigy or reputated brand on inside surface area of water container after testing for water tightness, of capacity mentioned as under:Note : The bid prices of Clear Water Reservoir / Pumping Stations are to be submitted considering the depth of excavation may extend up to 6 m BGL. 5 750 KL Zonal Pumping Station for Zone- I, Zone- II& Zone-III 6 Construction of Meter Room as per type design (Size - 4m x 4m x 4m) including supply of all materials, labour, T&P etc. required for proper completion of the work as per the directions of Engineer-in- charge. 7 Construction of Panel Room as per type design (Size - 5m x 5m x 4 m) including supply of all materials, labour, T&P etc. required for proper completion of the work as per the directions of Engineer-in- charge. 8 Construction of Chlorinating Room as per type design (Size - 6m x 4m x 4 m) including supply of all materials, labour, T&P etc. required for proper completion of the work as per the directions of Engineer-in- charge. 9 Construction of SCADA Control Room as per type design (Size - 10m x 4m x 4 m) including supply of all materials, labour, T&P etc. required for proper completion of the work as per the directions of Engineer-in- charge. 10 Supply of ISI mark DI K-9 and K-7 S&S pipes (push on joints) of following class and diameters inclusive of jointing material (Rubber gasket of EPDM Quality, Bend, Tee etc.) including all statutary duties and taxes, third party inspection charges, transit insurance, freight, transportation to store/ site of work, unloading, stacking etc. complete as directed by Engineer –in-charge. 11 D.I. Pipe Class-K9 12 300 mm dia 13 200mm dia 14 250mm dia 15 150mm dia 16 D.I. Pipe Class-K7 17 200 mm dia 18 250 mm dia 19 300 mm dia 20 350 mm dia 21 400 mm dia 22 Supply of High Density Polyethelene Pipes (HDPE(PN-6)/PE-100), conforming to IS 4984 / 14151 / 12786 / 13488 in coils/ standard lengths with nesessary jointing material like electro-fusion coupler, electro-fusion Tee, electro-fusion band, electro-fusion reducer, flanged joint, including all statutary duties and taxes, third party inspection charges, transit insurance, freight, transportation to store/ site of work, unloading & stacking the same in covered shade duly protecting from sunrays & rains, etc. complete as directed by Engineer –in-charge. 23 110 mm (HDPE(PN-6)/PE-100) 24 140 mm (HDPE(PN-6)/PE-100) 25 160 mm (HDPE(PN-6)/PE-100) 26 Earth work in excavation for pipeline trenches in following type of soils with lead upto 50M, refilling the soil as required, including depositing in layers not exceeding 150mm, watering and compaction to 95% of the Standard Proctor density, level dressing, including supply of all labour, T&P etc. required for proper completion of the work. 27 In ordinary soil 28 0 -1.5 29 Carting, lowering, laying and jointing with SBR ruber gasketsD.I. K-7/ D.I. K-9 pipes of following dia & pressure including all specials, to site of work, lowering them into trenches, laying true to alignment and gradient, in proper position, cutting of pipes, making of joints including cost of jointing materials and rubber rings, labour, T&P, including hydraulic testing etc. complete as directed by Engineer in-charge. It includes provision for making of alignment on city roads, making trial pits to investigate location of various under grounds services like telephone cables, electric cable, existing pipe lines and sewer lines etc. arrangements for diversion of traffic and associated works etc. with supply of all necessary equipment, materials, labour and T&P etc. complete required for completion of work. The trenches shall be properly barricaded and fenced off wherever necessary. Red flags and caution boards during day and red lights during night shall be displayed so as to avoid any accidents. Note : Only SBR Rubber gaskets to be used as per IS-5382 and IS- 12820. 30 D.I. Pipe Class-K9/K7 31 400 mm dia 32 350 mm dia 33 300 mm dia 34 250mm dia 35 200mm dia 36 150mm dia 37 Carting, lowering, laying of following dia of HDPE Pipe (PN-6)/PE-100 of following dia and requisite specials to site of work, lowering them into trenches, laying true to alignment and gradient, in proper position, cutting of pipes, making of joints including cost of jointing materials and rubber rings, labour, T&P, including hydraulic testing etc. complete as directed by Engineer in-charge.It includes provision for making of alignment on city roads, making trial pits to investigate location of various under grounds services like telephone cables, electric cable, existing pipe lines and sewer lines etc. arrangements for diversion of traffic and associated works etc. with supply of all necessary equipment, materials, labour and T&P etc. complete required for completion of work.The trenches shall be properly barricaded and fenced off wherever necessary. Red flags and caution boards during day and red lights during night shall be displayed so as to avoid any accidents. Note: Jointing between HDPE pipes and specials shall be done as per the latest IS: 7634 part II. Only Bar coded electro-fusion machine (Automatically Readable) that can read the bar code of the fittings automatically shall be used for jointing of HDPE pipe/fittings. 38 110 mm (HDPE(PN-6)/PE-100) 39 140 mm (HDPE(PN-6)/PE-100) 40 160 mm (HDPE(PN-6)/PE-100) 41 Supply of following types of D.I. valves confirming to the I.S. specification inclusive cost of jointing materials (Rubber gasket of EPDM Quality, dismantling joint or mechanical joint, Nut & Bolts etc.) including all statutary duties and taxes, third party inspection charges, transit insurance, freight, transportation to store/ site of work, unloading, stacking etc. complete as directed by Engineer –in-charge. 42 Electrically Operated DI D/F Sluice valve, PN 1.6 43 300 mm dia 44 Manually Operated DI D/F Sluice valve, PN 1.6 as per IS 14840 : 2000 45 125 mm 46 150 mm 47 200 mm 48 250 mm 49 100mm dia for Scour valve 50 Air valves as per IS 14845 : 2000 including Sluice valve of Isolation 51 50 mm 52 80 mm 53 100 mm dia 54 Fire Hydrant as per IS Code 908 : 1975 55 80 mm 56 Carting, lowering, laying, aligning, fixing in position and installation of following valves in pipe line including all material, labour, testing and commissioning as per direction of Engineer-in- charge. 57 Double flanged Ductile Iron Sluice valves as per IS 14840 : 2000 58 125 mm dia 59 150mm dia 60 200 mm dia 61 250 mm dia 62 300 mm dia 63 100mm dia for Scour valve 64 Air valves as per IS 14845 : 2000 65 50mm to 80 mm dia 66 100 mm dia 67 Fire Hydrant as per IS Code 908 : 1975 68 80 mm dia 69 Supply of all materials, labour, T&P etc required for construction of brick masnory chambers for valves mentioned below. It includes excavation, 100 mm thick PCC, brick work in 1:6, 12 mm thick plaster in 1:4 and precast RCC (M20 grade) slab of thickness 200 mm as per the directions of Engineer-in- charge. 70 Sluice valve Chamber 71 100mm to 250 mm(Size-1.3mx1.4mx1.625m) 72 300mm dia to 400 mm dia (Size-1.5m x 1.7m x 2.1m 73 Air Valve Chamber (Size-0.8m x 0.8m x 0.8m) 74 Scour Valve Chamber (Size-1.3m x 1.4m x 1.625m) 75 Fire Hydrant Chamber 76 Dismantling of following type of road surfaces for laying of pipe line and house connection work including sorting out of serviceable materials and disposal of unserviceable materials including supply of all materials, labour, T&P etc. required for proper completion of the work.The rates of dismantling of roads as mentioned below for different types of roads include the cutting of existing thickness of road either single or multiple layer of roads. No extra payment shall be made to the contractor for cutting multiple layers of roads. 77 Bituminious Road 78 Cement Concrete Road 79 Interlocking Tiles Road 80 Brick on edge Road (BOE) 81 Re-instatement of following type of road surfaces after laying of pipe line and house connection work including supply of all materials, T&P etc. requuired for proper completion of the work as per direction of engineer-in-charge. The quantity of re-instatement has been increased by thirty percent in the view of additional damaged of dismantled road due to traffic / vehicle movement. 82 Bitumen roadTYPE AConstruction of bitumen road as per UPPWD specification including supply of all materials, labour, T&P etc. required for proper completion of work as per following thickness:-GSB G-1 (One coat) (90-40 mm) = 12.5 cmG -2 (one coat) (45-63 mm) = 7.5 cmG - 3 (one coat) (22.5 - 53 mm) = 7.5 cmBM (One coat)= 7.5 cmSDBC (One coat)= 2.5 cm 83 TYPE BConstruction of bitumen road as per UPPWD specification including supply of all materials, labour, T&P etc. required for proper completion of work as per following thickness:-Bitumen Road (SDBC + Tack coat)SDBC (One coat)= 2.5 cmTack coat with bituminous emulsion (MS)= 0.25 kg/sqm(30% consider for over dismantling of existing road) 84 Cement Concrete RoadConstruction of Cement Concrete road including supply of all materials, labour, T&P etc. required for proper completion of work as per following thickness:-PCC = 100 mm,1:3:6 (cement, coarse sand & stone ballast of 20-40 mm) CC =100 mm, 1:1.5 :3 (cement, coarse sand & stone ballast of 16-20 mm) 85 C.C. Interlocking Tiles Road Type AConstruction of 80 mm tihck C.C. Interlocking Tile road including supply of all materials, labour, T&P etc. required for proper completion of work as per following thickness:-PCC = 100 mm,1:4:8 (cement, coarse sand & stone ballast of 20-40 mm)Sand= 30mm to 50mm thick local sand lair for preparation of surfaceTiles = 50% new + 50% old 86 BOE (Brick on Edge) RoadConstruction of BOE road including supply of all materials, labour, T&P etc. required for proper completion of work as per following thickness:-Ist class brick shall be used for reinstatement of BOE road.Brick = 50% new + 50% oldSand =15mm to 25mm thick local sand layer for preparation of surface 87 Providing and laying in position reinforced cement concrete (mix 1:2:4) for construction of thurst block at bends of feeder main, rising main & distribution system including batching, mixing, placing, vibrating, curing, formwork, finishing,including cost ofall material and labor, tools and plants required with transportation, loading, unloading,etc., complete for all leads and lifts etc required for proper completion of the work. 88 Providing H.Y.S.D steel reinforcement for reinforced cement concrete work including straightening, cutting, bending, hooking, placing in position, lapping and/ or welding wherever required, tying with binding wire and anchoring to the adjoining member wherever necessary as per design, including cost of materials and labor complete as per drawings. 89 Supply of all materials, labour, T&P etc. required for construction of following masonry type chambers as per type design. 90 Flow Meter Chambers 300mm dia to 400 mm dia (Size-1.7m x1.5m x 1.5m) 91 Disposal of surplus earth /unserviceable material, by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. 92 Supply of all material including all statutary duties and taxes, third party inspection charges, transit insurance, freight, transportation to store/ site of work, unloading, laying and installing MS casing and carrier pipe crossing the National Highway and other roads for following sizeswith trenchless technology by to correct line and level. The rate to include construction and removal of any jacking platforms, boring and jacking of pipe, removal of excavated material, jointing of casing sections, radiographic testing of joints, internal coating of casing pipe, providing HDPE spacers between the casing and carrier pipes, excavation of jacking and receiving pits, MS shoring/ shuttering, dewatering, 35 cm thick protection brick wall surrounding the pits for protection from entry of waste water of nearby drains, rain water or unwanted material for safety purpose, and backfilling of same to 95% of the standard Proctor density, etc., as indicated in the drawings and specifications.It includes supply ofM.S. pipe with approved quality material from TATA/SAIL, epoxy coating in 300 micron thickness on both in and outside, welding material etc. After successful completion of laying, contractor shall fix blind plate at both the flanged ends of carrier pipe with rubber gasket, nut-bolts. After completion of aforesaid activities, contractor shall dismantle the shoring/shuttering taking all measures in consideration for safety, filling of earth in both pits in layers duly compacted up to 95% of density, filling of local sand in 1.0 m thick layer below the road surface. For safety caution/ diversion board with reflectors, caution tape, red blinker lights for night, hard baricading, traffic diversion, drainage diversion and pumping if required and other necessary arrangements for proper completion of the work up to the satisfaction of Engineer-in-charge. 93 For 300 mm dia of Feeder MainCasing Pipe - 500 mm dia MS Pipe (10 mm thick)Carrier Pipe - 300 mm dia MS Pipe (6 mm thick) 94 For 150mm dia of Rising Main (Zone-III):-Casing Pipe - 400 mm dia MS Pipe (10 mm thick)Carrier Pipe - 150 mm dia MS Pipe (6 mm thick) 95 Repairing / Shifting of existing water supply house connection due to falling in alignment of pipe line including supply of all materials, labour, T&P etc. required for proper completion of the work. 96 Provision for crossing of Nalas for laying of pipe line using HDPE casing pipe of suitable dia. and length including labour, T&P, necessary arrangement for diversion & pumping of water if required, barricading etc required for proper completion of work as per directions of engineer-in-charge. 97 0.3 - 0.5 m (Clear span) 98 0.5 - 1.0 m (Clear span) 99 1.0 - 1.5 m (Clear span) 100 1.5 - 2.0 m (Clear span) 101 Repairing of drain/ public ramp/other miscellaneous structures which are coming in alignment of pipe line and damaged during the laying of pipe line including supply of all materials, labour, T&P etc. required for proper completion of the work. 102 Brick masonry in cement mortar 1:4 103 12mm thick plaster in cement mortar 1:4 104 RCC M-20 (including MS work) 105 Providing and making water supply house connection from distribution pipe line of following diameters using 20 mm dia pipe (HDPE pipe (PE 100/ PN 12.5) below ground and medium class GI pipe above ground), saddle (electro-fusion tapping saddle for making connection with HDPE distribution pipeline, DI strap saddle, ferrule,for making connection with distribution pipeline other than HDPE), compression fittings (FTA, MTA etc.), ball valve, specials, including supply of all materials, labour, T&P etc. required for proper completion of the work. It also includes excavation, refilling of pit required for making house connection. 106 For 110 mm dia 107 For 125mm - 160mm dia 108 For 180 mm - 250mm dia 109 Construction of compound wall comprising of RCC Columns @ 3.0m c/c distance with beam at plinth and top, brick work in 1:4 of as per type design including supply of all material, labour, T& P etc complete. 110 Supply and fixing 3.60 m wide MS main gate & 1.0 m wide a wicket gate with RCC Columns as per type design & drawing including primer and painting, meterial, labour, T&P etc all complete. 111 Providing and laying in position reinforced cement concrete (mix 1:2:4) for construction of drain, size 250 mm x 250 mm, over PCC 1:4:8, including batching, mixing, placing, vibrating, curing, formwork, finishing,including cost ofall material and labor, tools and plants required with transportation, steel,loading, unloading,etc., complete for all leads and liftsand as per specifications etc required for proper completion of the work. 112 Construction of following types of Road/ flooring for development of CWR / OHT campus required as per site condition 113 C.C. Interlocking Tiles Road Construction of C.C. Interlocking Tile road including supply of all materials, labour, T&P etc. required for proper completion of work as per following thickness:-PCC = 100 mm,1:4:8 (cement, coarse sand & stone ballast of 20-40 mm)Sand= 50 mm thick local sand lair for preparation of surfaceTiles = 100% new Note : 100 mm thick rubber moulded interlocking tile shall be used for construction of interlocking tile road. 114 Repair of old OHT, Seepage, Water Proofing works, Indicator board, Lightening Consductor, Manhole etc. All tank related works as per direction of Engineer in Charge. 115 E&M Works 116 Providing, erecting, commissioning and giving test and trial of Clear Water VT pumps , water lubricated type and having following duty point,operating speed including providing and fixing ISMB grating etc, including Vertical hollow /solid shaft squirrel gauge induction motor (IS 325) of rating suitable for the above pumps continuous rated TEFC/ SPDP type with class F insulation for operation in AC 3-phase/ 50Hz (+/- 5%), 415 volt (+/- 10%)running with the speed of pump noted above and with inbuilt thrust bearing assembly capable of taking of the entire load and non reverse ratchet assembly etc complete. The motor rating noted above is the minimum and shall be such that it should never be overloaded when the pump works at the MWL condition and shall be 10% over and above the maximum HP absorbed by the pump. The motor offered should be energy efficient to have maximum efficiency at high powerfactor. Separate thrust bearing assembly could also be supplied to takeup the down load. 1500 RPM as per detailed specifications. 117 Etmadpur Zone-I :- Q= 1280 LPM, H=37m with suitable motor HP 118 Etmadpur Zone-II :- Q= 2500 LPM, H=34m, with suitable motor HP 119 Etmadpur Zone-III :- Q= 480 LPM, H=36m, with suitable motor HP 120 Providing, erecting, commissioning and giving test and trial of Horizontal split casing centrifugal booster pump motor set suited for variable frequency drive to regulate the discharge as per demand. 121 Etmadpur Zone-II Booster Pump : Q= 7700 LPM, H=5m, with suitable motor HP 122 Supply of double flangedDI short body pattern butterfly valvewith electrical actuator having integal starter and related hardware, including chair support, etc., conforming to IS 13095/BS EN 593, including transportation to site, loading, unloading, storage, guarding, and issuance to works as per specifications . 123 Etmadpur Zone-I :- 150 mm 124 Etmadpur Zone-II :- 200 mm 125 Etmadpur Zone-III :- 100 mm 126 Etmadpur Zone-II Booster Pump : 400 mm 127 Supply of double flanged,DI, short body sluice valves with electrical actuator having integal starter and related hardware conforming to IS 14846, including transportation to site, loading, unloading, storage, guarding, and issuance to works as per specifications .Common Header in mm 128 Etmadpur Zone-I :- 200 mm 129 Etmadpur Zone-II :- 250 mm 130 Etmadpur Zone-III :- 150 mm 131 Etmadpur Zone-II Booster Pump : 400 mm 132 Supply of flanged DI Kinetic air valve including isolated sluice valve and related hardware conforming to IS 14845 / C512, including transportation to site, loading, unloading, storage, guarding, and issuance to works as per specifications .Common Header in mm 133 Etmadpur Zone-I :- 80 mm 134 Etmadpur Zone-II :- 80 mm 135 Etmadpur Zone-III :- 80 mm 136 Etmadpur Zone-II Booster Pump : 80 mm 137 Supply of dismantling joints and related hardware, including transportation to site, loading, unloading, storage, guarding, and issuance to works as per specifications . 138 Individual Header, mm 139 Etmadpur Zone-I :- 150 mm 140 Etmadpur Zone-II :- 200 mm 141 Etmadpur Zone-III :- 100 mm 142 Commonl Header, mm 143 Etmadpur Zone-I :- 200 mm 144 Etmadpur Zone-II :- 250 mm 145 Etmadpur Zone-III :- 150 mm 146 Etmadpur Zone-II Booster Pump : 400 mm 147 Providing and supplying ISI mark DI D/F reflux valves (non-returnvalves ) of following dia including all railway freight, inspection chargesunloding from railway wagon,loading into truck, transportation upto departmental stroes/ site,unloading, stacking etc. complete. Reflux valves as per I.S.5312 Part I(1984). 148 Etmadpur Zone-I :- 150 mm 149 Etmadpur Zone-II :- 200 mm 150 Etmadpur Zone-III :- 100 mm 151 Etmadpur Zone-II Booster Pump : 400 mm 152 Providing, errecting, commissioning and testing of non clog sump pump motor set havingpump discharge capacity of 30 LPS raw water with silt and mid at a total head of 30m with piping and other necessary arrangements. 153 Q=30LPS, H=30mwith suitable motor HP 154 Providing, fabricating, testing, transporting, and handling mild steelpipes and bendsas per IS 5504, IS 3589 and the specifications and drawings.The rate to include transportation of pipes to site, loading, unloading, storage, guarding, and issuance to works as per specifications. The rates shall be inclusive of Collecting materials from storage, loading, transporting, unloading, laying and jointing/welding pipe connections to correct line and level as per the specifications and drawings.The rate to includehoisting, lowering, marginal cutting wherever necessary, assembling, providing supports, thrust blocks, anchor blocks etc., as per specifications and drawings.The rate also includes testing of field joints . The rate shall also inclusive of internal and external epoxy coating and lining for corrosion protections as specified in the Specifications. 155 Indivisual Header, mm 156 Etmadpur Zone-I :- 150 mm 157 Etmadpur Zone-II :- 200 mm 158 Etmadpur Zone-III :- 100 mm 159 Commonl Header, mm 160 Etmadpur Zone-I :- 200 mm 161 Etmadpur Zone-II :- 250 mm 162 Etmadpur Zone-III :- 150 mm 163 Etmadpur Zone-II Booster Pump : 400 mm 164 Supply and errection of new Electrical Operated Crane (EOT) with chain pulley block complete3T and above 8 m upto 10 m span 165 Providing and supplying ISI mark Electromagnetic Flow meter of following dia including all railway freight, inspection charges unloading from railway wagon, loading into truck, transportation up to departmental stores / site, unloading, stacking etc. complete.Commonl Header 166 Etmadpur Zone-I :- 200 mm 167 Etmadpur Zone-II :- 250 mm 168 Etmadpur Zone-III :- 150 mm 169 Spetials, fittings, gauges, Saddle,Nuts Bolts washers etc, cost, Work includes making connection with existing pipes etc 170 Etmadpur Zone-I 171 Etmadpur Zone-II 172 Etmadpur Zone-III 173 Etmadpur Zone-II Booster Pump 174 SITC of SCADA Automation compatable Hypochloride dosing system -2 tanks of 1500 lt ,Diaphragm pump- 2 no,VFD , Control panel with all necessary allied works complete in all respect. 175 Designing, supplying, installing, commissioning and testing of pilot operated hydraulically controlled Flow limiting cum Altitute Control Valve for ESR Inlet with level controlling and flow limiting application which maintains aconstant downstream rate of flow. Also, closes on high reservoir level (FSL). opens when reservoir level drops with fixed set points inclusive of all accessories like integral Float arrrangement pressure gauge etc. complete as per specification. 176 Etmadpur Zone-I :- 200 mm 177 Etmadpur Zone-II :- 250 mm 178 Etmadpur Zone-III :- 150 mm 179 Electrical Works 180 Arrangement of 11 kV power suppy at Pumping Stationsincluding 11kV outdoor substation, pole structure, metering room, LA, CT, PT, disconnector, fuse, ACSR conductor, pin & disc insulators, indoor and outdoorCable Termination with heat Shrinkable jointing kits with all accessories including Lugs suitable as required as accepted standard complete, clamp & connectors with metering unit including steel structure as applicable as per approved single line diagram 181 Design, Supply, Installation, Testing and Commissioning of 11kV indoor HT Panel as per approved single line diagram pumping StationsIncommer Feeder- 01 No. - 3 O/C + 1 EF IDMT Characteristics Relays based Incommer control panel equiped with over current & earth fault relay with core balance C.T., master trip relay, instantaneous under voltage realy & Auxilliary relay etc.C.T.ratio suitable rating Dual core, Class-1 for measurement core & 5P10 for protection core & PT 11KV/110 VAC. KWH meter, power factor meter, frequency meter. Amp. meter 0-100A& volt meter 0 to12 KV. All relays required separately conventioal type 24 to 30 VDC, 110 VAC.Outgoing Feeder- 02 Nos. - Outgoing feeder control panel equiped withtriple pole 3 O/C + 1 E/F relay with IDMT & intantaneous characterisstics, mater trip relay & Auxilliary relay for Buchhloz alarm / trip, OTI alram / trip & WTI alram/trip, etc.C.T.ratio suitable rating, Class-1 for measurement core & 5P10 for protection core. 182 Design, Supply, Installation, Testing and Commissioning of 110V Ni-Cd battery, battery charger & DC distribution board and accessories suitable for above HT Panel. 183 Design, Supply, Installation, Testing and Commissioning of oil immersedOutdoor type Power distribution transformer 11/0.433 KV rating 100 KVA double wound with copperwinding, Level-2 or 3, vector group dyn 11, ONAN with offload tap changer operated for voltage variation + 5.0 % to - 10% at 07 tap positions in step of 2.5% complete with standard fitting & accessories complete in all respect. 184 Design, Supply, Installation, Testing and Commissioning of 415 V, Indoor Switch board PMCC panel (including 6 soft starters 2VFD, Lighting and Power arrangements) with neccessory and suitable rating of breaker, current transformer, ammeter, voltmeter, power factor meter, surg arrestor relay, UV / OV relay, frequency meter etc complete with all required material in all respect at Etmadpur CWR Pumping Station 185 Design, Supply, Installation, Testing and Commissioning of 415 V, APFC panel of suitable rating complete with required APFC relay and capacitor bank complete. 186 Complete lighting system including energy efficient lighting fixtures, lighting poles, wires, conduits, cables, and necessary accessories - external lighting 187 Complete lighting system including energy efficient lighting fixtures, lighting poles, wires, conduits, cables, utility sockets (3ph and 1ph.) and necessary accessories - internal lighting 188 Complete earthing / lightning protection system including earth electrode, earth strip, wires, junction box for test links, treated and non-treated earth pits, etc. with necessary accessories 189 Complete cabling system with LV power and control cables, cable trays, route marker, steel structure for cable trench, pipes and accessories 190 Complete cabling system with HV power and control cables, cable trays, route marker, steel structure for cable trench, pipes and accessories 191 Start stopPush Button Stations 192 AUTOMATION WORKS: Installation of Instrumentation and Control Equipment including, but not limited to, safe storage, protection, civil works, erection, installation, testing and commissioning required to complete the Works in all respects for the following equipment: 193 CE & UL approved manufacturers RTU/PLC suitable to communicate with GSM based modem unit with CPU and power supply with analog and digital parameter and features as specified for each tubewell & CWR to store and transmit data on GSM backbone. RTU/PLC designed with logic to transfer data at multiple stations as specified in tender technical specification sheet including Control panel with IP 54 protection industrial grade for all equipments (Separate for control (24 V) and power equipments) with CE / UL approved manufacturer’s Surge protector for Control Panel and CE / UL approved manufacturer’s 7 HMItouchscreen suitable to communicate with PLC/RTU, for local display & control of process parameters as specified in tender technical specification sheet . 194 GSM/GPRS based wireless communicationmodem for RTU/PLC capable to transfer and gather data from remote sites to control stations, all accessories included with signal enhancer anteena made for pumping plant as specified in tender technical specification sheet. 195 CE / UL Certified 3 KVA UPS with batteries as per specification mentioned in technical bid documents. 196 CE/UL approved manufacturers Intelligent smart energy meter with memory real time clock and 1 serial port integrated with R.T.U. as per spec mentioned in technical bid documents for all pumps. 197 CE / UL approved manufacturer’s Radartype Level Transmitter for CWR as specified in tender technical specification sheet 198 CE / UL approved manufacturer’s Pressure Transmitter in main header line of Pump as per specifications specified in tender technical specification sheet. 199 CE/UL surge protector for control panel 200 CE/UL Certified 7 HMI Touchscreen suitable to commuticate with PLC / RTU for loac display and control of process parameter. 201 Completecontrol cable of all equipments at ZPS 202 Control Panel with IP54 protection Indsutrial grade for all equipmets seprate for control (24 Volt) and power equipment. 203 Complete instrumentation earthing system including earth electrode, earth strip, wires, junction box for test links, treated and non-treated earth pits, etc. with necessary accessories 204 Security Surveillance IP Camera with Recorer 205 Instaallation, Testing & Commissioning 206 Trial Run for 3 Month 207 Automation of OHT 208 CE / UL approved manufacturer’s Radartype Level Transmitter for Overhead tank as specified in tender technical specification sheet 209 Motor operated Actuator for OHT delivery Valves DN 450 mm or suitable to OHT outlet dia 210 Complete cabling for OHT including all power and control cable of all equipments at OHTs.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 5
Uttar Pradesh View Result →
31.
Public Administrative Department #10363312 Price Bid
Tender For Construction Of New Office Building Of Municipal Board Nawa - CIVIL WORKSClearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. 2 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 sum on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter.All kinds of soils 3 Add extra for foundation/trenches/drains for every additional lift of 1.5 Mtr. or part thereof inAll kinds of soil 4 Supplying and Filling in plinth with blown sand under floors including watering ramming consolidating and dressing complete including cost of sand. 5 Supplying chemical emulsionin sealed containers including delivery as specified. Chlorpyriphos/Lindane emulsifiable concentrate of 20% 6 Diluting and injection Chloropyrifos Emulsifiable concentrate 20% with 1% concentration for PRE-CONSTRUCTIONAL Anti termite treatment as per IS 6313 part III as amended from time to time and creating a continuous chemical barrier under and around the column pits, wall trenches, basement excavation, top surface of plinth filling, junction of wall and floor along the external perimeter of building expansion joints, over the top surface of consolidated earth of which aproch is to be laid surrounding of pipes and conduits etc. complete as per specification (Plinth floor area only shall be measured for payment and excluding the cost of chemical emulsion) . 7 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 20mm nominal size). (UNDER FLOOR) 8 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). (FLOOR UNDER FOOTING AND FOUNDATIONS 9 Providing and laying in position specified grade ofcement concrete forall RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M25 grade Design Mix by usingmin 410 kg of cement per Cum . 10 Providing and laying in position specified grade ofcement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcementfor Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. M25 grade Design Mix by usingmin 410 kg of cement per Cum . 11 Providing and laying in position specified grade ofcement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcementfor Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc. M20 grade Nominal Mix / Design Mix 12 Providing and laying in position Ready mix concrete manufactured in fullyautomatic Batching Plant andtransported to site intransit mixer for having continous agitated mixer, manufactured as per approved mix design of specified grade of RCC work including pumping of R.M.C. from transit mixer to site of laying , exculding the cost of centering, shuttering and reinforcement with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge.All works upto floor V floor. Design Mix by usingM-25 grade concrete by using min 410 kg of cement per Cum 13 Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc. 14 Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor five level for : Walls (any thickness) including attached pilasters,buttressesplinthandstring course. 15 Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor five level for :Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates,anchorblocks,sills,chhajjas,lintel,beam, plinth beam etc. 16 Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor five level for :Columns, pillars, posts and struts etc. 17 Add extra for additional height in centring, shutteringwhere ever required with adequate bracing, propping etc. including cost of de-shuttering and decentring at alllevels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan are is to be measured) 18 Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level.(Original producers who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786) Thermo-mechanically Treated bars (Conforming of relevent IS code) 19 Providing and fixing stainless steel 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.). Grade 304 20 Steel work in built up tubular trusses including cutting, hoisting ( height upto 10 m) fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete.Hot finished welded type tubes. 21 Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: Cement Mortar 1:6 ( 1-Cement : 6-Sand). 22 Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : Cement mortar 1 : 6 (1 cement : 6 coarse sand) 23 Half Brick work with mechanised autoclaved flyash lime bricks conforming to IS: 12894 :2002 of class designation 75 in superstructure above plinth level upto floor V level in. Cement mortar 1 : 6 (1 cement : 6 coarse sand) 24 Add extra providingand placing in position 2 Nos. ,6mm Ø M.S. barat every thirdcourse of half brick masonry 25 Providing and fixing Stone jali 40mm thick Red/Pink sand stone throughoutin 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 patterns to be cut square to jali slab without any chamfers etc: 26 Plaster on new surface on walls in cement sand mortar 1:4 including rackingofjointsetc. complete fine finish : 20mm thick . 27 6 mm thick cement plaster to ceiling of mix1:3 (1cement : 3-fine sand) 28 Providing and applying white cement based puttyover plastered surface to prepare the surface even and smooth completeNew Plastered Surface (three or more coats) 29 Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade including all scaffolding:Two or more coats on new work including prepartion of base with primer, putty, lippy etc complete in all respect 30 Finishing walls with textured exterior paint of required shade as per approved colour complete as per manufacturers specificationsincluding primer coat and protecting coat including scaffolding and safety provisionTrowel Finish av. thickness 1500 to 2000 microns. 31 Painting with synthetic enamel paint of approved brand and manufacture togive an even shade :Two or more coats on new work 32 Making of drip course (Tapka) in cement sand mortar 1:6 width upto 40 mmand 10 mm thick as per approved design 33 Making grooves as per design in plaster 10mm to 20mm wide. 34 P & F 1st quality Heavy Duty Vitrified Double Charged tiles on floor, skirting and steps etc.in different sizes (thickness minimum 10mm) with water absortion less than or equal 0.08% and conforming to IS 15622 of approved make in all colour and shade, laid with 20 mm thick CM 1: 4 including grounting the joints with white cement and matching pigment etc complete.Size 600X600mm 35 size600 mm X 1200mm 36 P & F 1st quality Heavy Duty Vitrified glazed MAT tiles on floor, skirting and steps etc.in different sizes (thickness minimum 10mm) with water absortion less than or equal 0.08% and conforming to IS 15622 of approved make in all colour and shade, laid with 20 mm thick CM 1: 4 including grounting the joints with white cement and matching pigment etc complete. size600 mm X 600 mm 37 Providing and fixing 1st quality standard white, grey, ivory, fume red brown, light green, light blue and other light shades glazed tiles confirming to IS : 13753 & IS :15622 of size 200mm x 300mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (excluding the cost of cement plaster on walls and pillar). 38 Extraforusingsize above 200x300mm in glazed tiles and for using 400mm x 400mm MAT finishedtiles in place of 300mm x 300mm size. 39 Kota stone slab flooring 25 mm thick over 20 mm (average) thickbase laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing completewith base of cement mortar 1 : 4 (1 cement : 4 coarse sand) For area of each slab from 2001 to 5000 Sq.Cm 40 Kota stone slabs 25 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 For area of each slab upto 2001Sqcm 41 Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. 42 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 includingrubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 (1 cement : 4 coarse sand) Medium shade using approximately 50% white cement and 50% ordinary cement. 43 Providing and fixing Granite stone slab mirror polished and machine edge cut in walls, pillars, steps, Shelves, Sills Counters, Floors etc. laid on 12mm (Av.) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) jointing with white cement mortar 1:2 (1white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete.South Red1501 Cm2 to 3600 Cm2 Tiles 44 Extra for providing edge moulding to 15-18mm thick marble/ Granite/Kota 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/Kota Stone Work Full Edge moulding 45 Extra for fixing marble /granite stone over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive including cleaning etc. complete 46 Extra for providing opening of required size & shape for wash basins/ kitchen sink in kitchen platform, vanity counters and similar location in marble/Granite/stone work including necessary holes for pillar taps etc. including rubbing and polishing of cut edges etc. complete 47 Providing and fixing 1st quality standard Marble printed/ Granite Shade or Light/dark shad glazed tiles confirming to IS : 13753 & IS :15622 of size 300mm x 600mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (excluding the cost of cement plaster on walls and pillar). 48 Providing and fixing wall panelling using soft wood frame of size 50x25mm @600 mm c/c in both directions duly treated with anti-termite treatment making grooves painting of grooves specification and drawing using : ISI 9 mm teak ply one side BWR 49 Providing and fixing pressed steel door frames confirming to IS 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applyinga coat of approved steel primer after pre-treatment of the surface including filling with CC 1:2:4(M15 grade) complete as directed by Engineer-in-charge : Profile E 50 Providing and fixing external grade board solid core single leaf flush door shutters ISI 2202-67 marked using Phenol formal dehyderesinin glue both sides with approved steel fittings complete as per annexure A: 35 mm thick . Commercial Veneer both side 51 Extra for providing external lipping with 2ndclass teak wood battens 6 mm minimum depth on all edges of shutters (over all area of door shutter to be measured) Over item no. 8.13. 52 Providing & Fixing mica of approved make for inner/outer side of shutters with fevicol & nails completeas per approved by engineer in charge. 0.8mm thick mica 53 Providing and fixing M.S. sheet 1mm thicksingle leaf door shutter in angle iron frame 35x35x5mm suitabilly diagonally braced with 25x3mm flat iron above and below lock rail of size 50x5mm beading extra including all fittings, as per direction of Engg. incharge but excluding cost of chowkhats: including two coats of anit-corrosive red oxide primer paint 54 Providing and fixing fully panelled /partly panelleddouble leaf shutters frame for windows and ventilators as per approved design and drawings with approved steel fittings as per Annexure ‘A’ and width of styles, bottom and top rails 75mm including intermediate rails 50mm wide, beading of 25mm x 15mm size on both faces : 35 mm thickGhana wood grade I 55 Providing and fixing bright finished Mortice lock of approved make Godrej or equivalent withpair ofCP handles for doors with necessary screws etc complete (Best make of approved quality) as per direction of Engineer-in-charge. 56 Providing and fixing of uPVC casement fixed windows or ventilators manufactured in ISO 9001:2000 & 14001:2004 certified company. Frame : Made from the Extruded uPVC Window Profile Section of size 60 x 60mm having outer wall thickness of 2.25mm (+/- 0.2mm) and 3 box multi-chamber construction, White in finish, duly reinforced with 1.2mm thick G/J/U/O TYPE GI section. All the four corners shall be mitered cut & thermal welded so as to form window frame. Frame shall be milled with drain and air equalizer hole in order to be water tight and for drainage of acCumulated water, if any, to outer side. Fix Mullion made of 76 x 60mm uPVC Profile Section with steel reinforcement shall be provided in windows as per the requirement. Frame shall have ‘O’ type EPDM gasket fitted in in-built groove of frame profile for proper air & sound insulation of the shutter. Glazing bead of size 34 x 20mm with ‘K’ & ‘O’ type inner and outer EPDM weather seal gaskets alongwith 5mm thick ISI make plain float glass.All welding joints of frame and shutter shall be cleaned and milled with the CNC mechanism to provide uniform grooved finish on all visible joints. Hardware : Installation at Site : Complete window is to be installed on site with 10 x 100mm fastners with white cap in existing pre-finished wall cut-out cemented to glass level plane at all height & width and silicon glue is applied to fill up the crevices between wall and window frame. Complete in all respect as per the drawing and specifications and direction of engineer-in-charge. (Insert 6mm tougend glass) 57 Providing and fixing of uPVC Sliding windows: Frame Made from the Extruded uPVC Window Profile Section of size 106w x 50h mm having outer wall thickness of 2.5mm (+/- 0.2mm) and 3 box multi-chamber construction, White in finish, duly reinforced with 1.2 mm thick GI section. Frame shall have three track configuration, two for sliding of window shutter and one for mosquito mesh shutter. Vertical member of frame which bears the sliding shutter load shall have aluminium rail/track for smooth sliding of shutter rollers. All the four corners shall be mitered cut & thermal welded so as to form window frame. Frame shall be milled with drain and air equalizer hole in order to be water tight and for drainage of accumulated water, if any, to outer side.Shutter : The shutter of sliding window shall be made of 39w x 69h mm Extruded 3 box multi- chamber uPVC Window Profile Section of white colour having outer wall thickness of 2.5mm (+/- 0.2mm) provided with reinforcement of 1.5mm thick GI section duly mitered cut & thermal welded at all corners and fitted with uPVC glazing bead of size 22 x 20 mm with inner and outer co-extruded EPDM/TPE-Eweather seal gaskets alongwith 6mm thick ISI make plain float glass. Mesh shuttershall be made of 39w x 69h mm Extruded 3 box multi-chamberUPVC Window profile section of white colour having outer wall thickness of 2.5mm (+/- 0.2mm) provided with reinforcement of 1.5 mm thick GI section duly mitered cut & thermal welded at all corners and fitted with nylon/polymer mesh and rollers/pully. (Insert 6mm tougend glass) 58 Providing and fixingaluminum workfor doors ,windows, ventilators and partition with extruded built up standard tubular / appropriate Z sections and other sections of approved make conforming to IS :733 and IS :1285,fixed with rawl plugs and screws or with fixing clips ,or with expansion hold fasteners including necessary filling up of gap. at junctions , at top ,bottom and sides with required PVC/neoprene felt etc. Aluminium section shall be smooth ,rust free, straight ,mitered and jointed mechanically wherever required including cleat angle Aluminium snap beading for glazing /paneling , C.P. brass/ stainless steel screws Al. Tower bolt & Al. handle & Al. Aldrop etc.,all complete as per architectural drawings and thedirections of Engineer- in – charge .(Glazing and paneling to be paid for separately). For fixed portionPowder coating aluminum( minimum thickness of powder coating 50 micron) 59 Providing and fixing glazing in aluminium door, window ,ventilator shutters and partitions etc. with PVS / 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 basicitem.)With float glass panes of 8 mm thickness 60 Providing and fixing 12 mm thick prelaminated three layer medium density (exterior grade ) particle board Grade I, Type II conforming to IS : 12823 bonded formaldehyde synthetic resin ,of approved brand and manufacture in paneling fixed in aluminium doors ,windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and direction of engineer-in-charge.Pre-laminatedparticleboardwithdecorativelaminationononesideandbalancinglaminationonotherside. 61 Grading roof for water proofing treatment withwater proffing compoundCement mortar 1:3 (1 cement : 3 coarse sand) 62 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : 63 Making khurras 450 x 450mm with average minimum thickness 50mm cement concrete 1 : 2:4 over P.V.C. Sheet 1 Mtr. x 1 Mtr. x 40micron finished with 12mm cement plaster 1 : 3 and one coat of neat cement, rounding edges and making and finishing the out let complete. 64 Providing & laying broken glazed titles on roof ( broken glazed tilesnot less than 9 Kg/Sqm) on top of hot bitumen @ 1.7 Kg/Sqm. (1.40 Kg ofVG-40 (30/40 )grade and 0.30 Kg/Sqm. OfVG-10 (80/100) grade) and joints filled with cement mortar 1 :2 (1 cement:2 marble dust mixed with water proofing compund all complete as per direction of Engineer-in-charge. 65 Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 40mm wide and 4mm thick 66 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 proffing cement compound @0.253 kg//sqm .This layer will be allowed to air cure for 4 hours. b) Second layer of slurryof cement @ 0.242 kg/sqm mixed with water proffing cement compound @ 0.126 kg/sqm This layer will be allowed to air cure for4 hours followed by water curing for 48 hours. The rates includes preparation of surface treatment & sealing of all joints ,corners,junction with polymer mixed slurry. 67 Providing&fixingprecastcementconcretecoping1:2:4mix50mmthickcompleteas per specification : 68 Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing upto any pitch including fixing with polymer coated ‘J’ or ‘L’ hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% Ultra-voilet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall confoim to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified. 5.0mm thick (Wt. 8.4 Kg./Mtr. Sq.) 69 Providing & fixing 12 mm thick tegular edge Glass Fibre Reinforced Gypsum False ceiling tiles of size 595 x 595 mm in true horizontal level suspended on inter locking metal grid of hot dipped galvanised steel sections ( galvanized @ 170 gsm/Sqm.) consisting of main “T” runner with suitably spaced joints to get required length and of size 24x38mm made from 0.30mm thick (minimum) sheet spaced at 1200mm center to center and cross “T” of size 24x25mm made of 0.30mm thick (minimum) sheet, 1200mm long spaced between main “T” at 600mm center to center to form a grid of 1200x600 mm and secondary cross “T” of length 600mm and size 24x25mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600mm panel to form grids of 600x600mm and wall angle of size 21x21x0.30 mm and laying false ceiling tiles of approved texture in the grid including, wherever, 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 fixed to ceiling with 6 mm dia and 50mm long dash fasteners, 4mm GI adjustable rods with galvanised level clips spaced at 1200mm center to center along main T, bottom exposed width of 24mm of all T-sections shall be pre-painted with polyester paint, all complete at all heights as per 70 Providing and fixing 12.5 mm thick tapered edge gypsum board conforming to IS 2095- Part I at all height false ceiling including providing and fixing of frame work made of special sections power pressed from M.S. sheet and galvanised in accordance with zinc coating of grade 350 as per IS : 277 and consisting of angle cleats of size 25mm wide x 1.6mm thick with flanges of 22mm and 37mm at 1200mm centre to centre one flange fixed to the ceiling with dash fastener 12.5mm diax40mm long with 6mm dia bolts to the angle hangers of 25x25x0.55mm of required length, and other end of angle hanger being fixed with nut and bolts to G.I. channels 45x15x0.9mm running at the rate of 1200mm centre to centre to which the ceiling section 0.5mm thick bottom wedge of 80mm with tapered flanges of 26mm each having clips of 10.5mm at 450mm centre to centre shall be fixed in a direction perpendicular to G.I. channel with connecting clips made out of 2.64mm diax230mm long G.I. wire at every junction including fixing the gypsum board with ceiling section and perimeter channels 0.5mm thick 27mm high having flanges of 20mm and 30mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450mm centre to centre with 25mm long drive-all screws @ 230mm interval including jointing and fixing to a flush finish of tapered and square edges of the board with recommended filler, jointing tapes, finisher and two coats of primer suitable for board as per manufactures 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 drawing and specification and direction of the Engineer in Charge but excluding the cost of painting. 71 P & F European type white glazed vitreous china 1st quality W.C pan (IS : 2556 Mark) with P or S trap including cutting and making good the wall and floor 72 P & F water closet Seat Covers with brass hinges complete :Solid PVC (ISI marked) grade-I White for EWC. 73 P & F White Vitreous China Double Syphonic European W.C. (I.S:2556Mark) with mounted W.V.C. flushing cistern of (IS : 2556 Mark) of 10 litre capacity complete with all necessary internal fittings including cutting and making good the wall and floor. 74 P & F Indian type white glazed vitreous china 1st quality W.C. orissa pan (IS :2556 Mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor: (Size 580x440 mm.) 75 P & F Low level Flushing Cistern of 10 litres capacity (IS : 2556 mark) of approved make with complete fittings C.I. brackets duly painted, brass ball cock with ball (IS: 1703 mark) complete including cutting and making good the wall: :PVC with PVCbend as per IS : 7231 . 76 P & F WVC Wash basin (Ist quality IS:2556 Mark) of approved make with C.I. brackets duly painted 1 No. 15 mm C.P. Pillar cock (IS:8934 Mark) & 32 mm C.P. brass waste coupling of approved make, P.V.C Waste pipe with PVC nut 32 mm complete including cutting & making good the wall : Size 630 mm x 500 mm dia for counter top 77 P & F Bevelled edge Mirror/mirror with teak wood lipping around of special glass of approved make as per direction of Engineer-in-charge complete with 6mm thick commercial ply base fixed to wooden screws & washers. Size 600 x 450mm x 4 mm thick 78 Stainless Steel Sheet size 125mm dia. Heavy Quality of approved make 79 P & F Liquid Soap Container with brackets complete of approved make: C.P. brass 80 P & F Jet spray for water closet with C.P. Copper Tube flange of approved make. 81 P & F G.I. pipes (Internal Work) with G.I. Fittings excluding union (IS:1239 Mark) & MS clamps including cutting and making good the walls and floors:15 mm dia nominal boreB Class 82 25 mm dia nominal boreB Class 83 P & F G.I. Pipes (External Work) with G.I. fittings excluding union (IS : 1239 Mark) including trenching & refilling earth etc.15 mm dia nominal boreA Class 84 25 mm dia nominal boreA Class 85 50 mm dia nominal boreA Class 86 Concealed pipe in wall including painting with anticorrosive bitumen paint 15 mm dia nominal boreB Class 87 P & F Bib Cock (IS : 8931 Mark), Superior quality of approved make: C.P. Brass bib cock,15mm nominal bore. 88 P & F Stop Cock(IS :8931 Mark),superior quality & ofapproved make: Brass 400 gm. 15mm nominal bore. 89 P & F Ball Cock (IS :1703 Mark) with Rod& P.V.C. Ball complete : Brass wt.Not less than 400 gm, 20mm. 90 P & F Inlet Connection (Angle Valves) Superior quality, of approved make, for Wash basin, Gyser etc.C.P. Inlet connection 15mm.Brass (IS : 8931 marked) 91 P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make :Gun-metal 15mm nominal bore. 92 Gun-metal 25mm nominal bore. 93 Gun-metal 50mm nominal bore. 94 P & F Gun-metal Non-return Valve or Check Valve (IS :Make) of approved make, superior quality:50mm nominal bore. Horizontal 95 P & F PVC Storage Tank ISI Marked (IS : 12701) indicating theBIS license No),of approved make with cover, 25mm dia 1M long G.I. over-flow pipe & 25 Cm. long wash out pipe with plug & socket, including making connection etc., complete of approved desig1000 Lt. Capacity 96 500Lt Capacity 97 Hoisting Charges for each floor :For ITEMS 2.26.1 TO 2.26.4 98 For ITEMS 2.26.5 TO 2.26.8 99 P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /makeincluding joining the pipe with solvent cement rubber ring and lubricant110mm dia 100 160mm dia 101 P&FrigidPVCpipefittings(IS:4985mark)ofapprovedquality/makeincludingjoining the pipe with solvent cement rubber ring and lubricantCoupler (socket)75mm dia 102 110mm dia 103 160 mm dia 104 Reducer 110 X 75 mm110mm dia 105 160 mm dia 106 Plain Tee75mm dia 107 110mm dia 108 160 mm dia 109 Door Y110mm dia 110 160 mm dia 111 Bend 45110mm dia 112 160 mm dia 113 Bend 87 .5110mm dia 114 160 mm dia 115 Door Bend (Top Side110mm dia 116 Vent Cowel110mm dia 117 P- Trap110mm dia 118 Gully trap110mm dia 119 Construction of manhole in all type of soil inner size 90 X 60 Cm. 300 mm thick masonry in CM 1:6, 10 Cm. thick cement concrete 1:5:10 in foundation, 20 mm thick inside plaster in CM 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring, making channels, 80mm thick stone slab covering with 40mm thick M-15 grade C.C. flooring, Cement cover with frame of 450mm dia, earthwork etc. complete as per design including disposal of surplus earth within 50 mtr. lead.Depth up to 0.5 M 120 Construction of Man hole, in all types of soil, inner size 1.5 x 1.2 M, with 450mm thick masonry in CM 1:6, 10 Cm. thick cement concrete 1:5:10 in foundation, 20mm thick inside plaster in CM 1:6, finished with floating neat cement, 50 mm thick M-15 grade C.C. flooring making channels, 80 mm thick stone slab covering with 40 mm thick M-15 grade C.C.flooring, Ferro Cement cover with frame of 450mm dia, earthwork etc. complete including disposal of surplus earth within 50 mtr. lead as per design :Depth up to 1.5 M 121 Construction of chamber in all type of soil with 300 mm thick masonry in CM 1:6 m 10 cm thick C.C. 1:5:10 in foundation, 20mm thick insider plaster in Cm 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring , earthwork etc. complete as per design including disposal of surplus earth within a lead of 50 mtr. Inside size 450 x 450mm depth upto0.5 M Cement cover with frame 122 Construction of septic Tank in all types of soil with 40 Cm .thick masonry in CM 1:6, 15 Cm thick C.C bed of 1:5:10, M-15 grade C.C flooring & over stone slab covering ,80 mm thick slab ,jointing of slab in CM 1:3. Ralthal, Kharanja,50 mm thick stone partition walls, 20 mm thick plaster in CM 1:6 finished with neat floating cement, 4 Nos C.I foot rests of approved design ,two No. 450 mm dia each Ferro cementcover with frame, earth work etc. complete as per approved drawing including disposal of surplus earth within a lead of 50 mtr:- Size 400 x140x150 cm.(for 50 users) 123 Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes Type B for sciland waste discharge system (IS:13592 : 1992 Marked) of approved quality /make75 mm dia 124 110 mm dia 125 Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes fittings type B for sciland waste discharge system (IS:13592 : 1992 Marked) of approved quality /makeCoupler75mm dia 126 110mm dia 127 Bend 87.5 Dg.75mm dia 128 110mm dia 129 Bend 45 Dg.75mm dia 130 110mm dia 131 Door Bend 87.5 Dg.75mm dia 132 110mm dia 133 Single Y75mm dia 134 110mm dia 135 Socket Plug75mm dia 136 110mm dia 137 Pipe Clip75mm dia 138 110mm dia 139 Nahani trap with jali 4110mm dia 140 Vent Cowel 110mm dia 141 P & F W.V.C. (IS: 2556 Mark) Squatting Urinal of standard make complete. Including cutting & making good the floor:Size 450x350mm 142 P & F lst quality WVC Urinal (IS:2556 mark) with 25mm dia G.I. waste pipe, dome waste couplings, concealed iron brackets or screws etc complete.Flat Back (small) size 456x355x265mm. 143 Construction of soakage well in all type of soil with 300 mm thick dry masonry, top and bottom 300 mm course in CM 1:6, 80mm thick stone slab, jointing of slab in CM 1 : 3, Ralthal, Kharanja, 40 mm thick M-15 grade C.C flooring , earthwork complete as per approved drawing including disposal of earth within a lead of 50 mtr.:Size 240 Cm. dia outside & 240 Cm. depth 144 Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. 145 Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 Sqm on plan) including disposal ofexcavated earth, lead upto 50m andlift upto 1.5 m , disposed earth to be levelled and neatly dressed : All kinds of soil 146 Supplying and Filling in plinth with blown sand under floors including watering ramming consolidating and dressing complete including cost of sand. 147 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. :M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 40mm nominal size). 148 Providing laying, spreading and compacting specified graded crushed stone in sub-base course including premixing the material at OMC in wet mix plant, carriage of mixed material, laying in uniform layers with motor grader, F.E.loader on a prepared surface and compacting with vibratory compactorto achieve the desired density including all material, labour, mach-nery, lighting barricading and maintenance of diversion complete.[MoRTH specification Clause 401] includiong with all lead 149 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement : 3 coarse sand ) including making joints with without grooves (thickness of joints except at sharp curve shall not to more than 5mm) including making drainage opening wherever required complete including painting etc. as per direction of Engineer-incharge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineerin- charge). 150 M-40,80mm thick to be used in medium- traffic ( Medium traffic is defined as a daily traffic of 150-450 commercial vehicles exceeding 30 KN laden weight, or an equivalent of 0.5 to 2.0 MSA for a design life of 20 years.) like city streets, small and medium market roads, low volume roads, utility cuts on arterial roads, etc Category A Denated units to key into each other on four faces zigzagshape as per IRC SP 63:2004 151 Construction oftubewell up to 100m depth and above to accomodate housing and assembly pipe in all types of alluvium strata by rotay drilling method with code of practice for construction and testing of tubewells (IS:2800 (Part-II) : 1991 and IS:2800 (Part-II) :1979 both amended up to date) with supply of bail plug if necessary.The work will not include cost of housing pipe and strainer pipe assembly cost, gravel and development work. Work would be deemedcompleted only after obtaining sound free water during pumping.200 mm nominal bore 152 Diameter 900 mm+C159Construction of Recharge Shaft in filter pit including Earth work Excavation , lifting excavted earth with all lift and 50 m lead and centering & shuttering evenever required. 153 Supply & fixing Pre-cast RCC Rinngs at the mouth of recharge shaft of M20 mix with40 mm thicknessDiameter 900 mm 154 Supply & lowering air line of 25mm dia, G.I. pipe B class having perforation 3 to 5mm size all arrow of G.I. pipe in Zig-Zag fashion & making air vent at top including the cost of Tee-Nipples, Elbow, Socket etc. 155 Supply and lowering vent air pipe 63mm dia rigid PVC pipe(IS 4985) mark class II (4kg per cm2 ) with required all necessary fittings including perforation of 3 to 5 mm size all around the pipe at a distance of 180 to 220mm in zig zag fashion and making air vent at top complete as per direction of Engineer incharge. 156 Supply & lying River-gravels of following sizes in recharge shaft, filter pit after screening & washing from kachha shift without deduction of voids Size 9 to 12 mm 157 Size 3 to 5 mm 158 Supply & laying of clean, clear sharp river sand of size 1 to 2mm coarse, without deduction of voids. 159 Supply of strainer pipes made of ERW M.S. black pipe ISI mark of following sizes at the site of work including required size of slotting as per IS:8110-1985. 200 mm Nominal Bore. 160 Supply and Fixing of Big steel Almirah overall size of916mm (W )x486mm (D )x1980 mm(H) with weldedconstruction. It should have the shelf thickness of 0.7mm, Back thickness of 0.8mm, Door thickness of 0.8mm (high y eld strength) and all other components shall have a thickness of 0.9mm. The Almirah should have a Mazak handle and Three way locking mechanism with Shooting Bolts.It should have a height wise adjustable shelf mounting .Itshould also have a M10 Screw type Leveller with Hex plastic base. The finishing shall include Epoxy powder coated. Plenty of colour options and shelving options shall be available ISimarka brand (Godrej or equivalent) as per approved colour, shape,design,type by engineer in charge. 161 Supply and Fixing of small steelAlmirah overall size of 760mm (W )x455mm (D )x1325 mm(H)with welded construction. It should have the shelf thickness of 0.7 mm, Back thickness of 0.8mm, Door thickness of 0.8mm (high yield strength) and all other components shall have a thickness of 0.9mm. The Almirah should have a 2 Mazak handle and Three way locking mechanism with Shooting Bolts.It should have a height wise adjustable shelf mounting.It should also have a M10 Screw type Leveller with Hex plastic base. The finishing shall include Epoxy powder coated.Plenty of colour options and shelving options shall be available ISimarka brand (Godrej or equivalent) as per approved colour, shape, 162 Providing and supplying Canning Chair of size 455mm X 580mm X880mm. IIshould have wooden canning support at back and bottom supported by steel frame 3 2mm thick,powder coated round pipe with full armwooden handles onsides and other fittings as per direction of enaineer in charae. 163 Providing and supplying Canning Chair of size 455mm X 580mm X880mm. IIshould have wooden canning 4 support at back and bottom supported by steel frame2mm thick,powder coated round pipe without woodenhandles as per approved colour, shape,design,type by 164 Providing and supplying Officer high back Chair, The seat and back are made up of 1.2 cm thick hot pressed plywood, upholstered with fabric and moulded Polyurethane foam with PVC lipping all around.The back foam is designed with contoured lumbar support for extra comfort. BACK SIZE:65.0cm.(W) X 71.0cm.(H) SEAT SIZE:65.0cm. (W) X 65.0cm.(D) andreinforced with M.S. insert. The armrests are scratch and weather resistant. The armrests are fitted to the seat with seaUarmrest connecting strip assembly made of steel.The center pivot mechanism Is designed with the followingfeatures:360 revolving type.Tilt tension 5 adjustment. Upright locking.The pneumatic height adjustment has an adjustment stroke of 12.5 cm..The pedestal Is made of HR steel and fitted with 5 nos.twin wheel castors (castor wheeldia. 5.0cm.). The pedestal is covered with a P.P moulded cladding for modem and aesthetic looks.The pedestal is 65.0 cm. pitch-centre dla.(75.0 cm with castors). The twin wheelcastors are injection moulded In 30% Glass Filled black Nylon, as per approved colour, shape,design,type by engineer In charge. 165 Providing & Supplying table or size 1500mmx900mmx750mm, Top should be nnished with 18mm MDF Bos:d post formed Both side with 0.6mm laminate of approved make & design & with appropriate balancer on the bottom or the top. All verticals supportsincluding Modestypanel should be of 18mm prelaminated MDF Board with 2drawers & 16 Swing door per approved design.The drawers to beprovided with ai:proved handles and fixed on Telescope channels.AppropriateEdge Bendings to be provided where necessary with PVC beading 2mm thick to be provided. Footrest to be provided with 1Bmm MDF prelaminated board of the same color code.P&F PVC wire managers capslo be provided on the table top, as approved colour,shape, design,type by engineer In Charge 166 Providing & Supplying side table of size 900mmx450mmx750mm. Top should be finished with 18mm MDF Bos:d post formed with 0.6mmlaminate oras same as the Table,approved make & design & with appropriate balancer on the bottom or the topAllvert icals supportspanel should be of 1Bmm prelaminated MDF Board. Having 2Drawers & 1Swing7 door CPU unit. Keyboard tray, with mouse rest to beprovided.Appropriate Edge Bendings to be provided where necessary with PVC beading 2mm thick to be provided as per design.The drawers to be provided with approved handles and fixed on Telescope channels.P&F PVC wire managers caps to be provided on the table top, as per approved colour, shape,design, 167 Providing and $Upplylng table of size 1200mmX 750mmX750mm high as per design. The table top should be finished with 0.6mm thick laminated postrorming on 18mm thick MDF board.The 3 drawer unit (provided withlocking mechanlsm)and all other8 exposed vertical supports should be finished with steel members or approvedshade,colour and make.Appropriate moulding/edge bindingto be provided where necessary with PVC beading 2mm thick lo be provided as per approved colour, shape,design, 168 Providing & Supplying Computer table of size 900mmx450mmx750mm.Top should be finished with 18mm MDF Bos:d post formed with 0.6mmlaminate or as same as the Table,approved make & design & withappropriate balancer on the bottom or the topAllverticals supports panel should be of 1Smm 16.00 Each 12100.00 1g3500.oo prelaminated MDF Board. CPU uni Keyboard tray,with mouse restlo be provided.Appropriate EdgeBendlngs to be provided where necessary with PVC beading 2mm thck to be provided as per approved 169 Providing & Supplying depository/cashcabinet made up of CRCA steel with external size or 5g1 x 460 x 460 mm,2 nos of lockable drawers and single door cabinet fitted 3.00 Each 22848.00 68544.00with 6 leverlock system 1vith completein all respect. (approx weight 160 kg to 180 kg) as per approved 170 Book Case - 4 Door Book Case shall have the configuration or 914mm(W)x320mm(D)x1742mm(H). The unique design provides the right rigidity to the Top hinged doors ,which shall faci itate easy use.The Book Case shall be made fromprime quality steel. It shall have a Rigid Knock Down Conslructlon.The TopPannel, Back Pannel and Side Pannel are made from 0.7mm high yield CRCA andother components from O.Smm CRCA. Each door shall have a 6 Lever Cam Lock with Comrron Key. 3mm thick glass should beused in each door for clear inside vision whih shall besecured Ina metalframe through a rubber gasket.11 Scissor Mechanism should be providedin each door for 20.00 Each 17248.00 344960.00receding Inside the top or every compartment andItshall ensure parallel and smooth movement. Each door should be provided with plastic side end caps as handle which Is easy to grip.Each compartment shall have a storage shelf with good capacity. The 4 Door Book Case shall have 18mm PLB Top straight edge with PVC lipping.The Hn shlngshall Include Epoxy powder coated.Complete work as per the as per approved colour,shape,design,type by engineer in charge. 171 150 cm high fencing of precast R.C. posts of 15cmx15cm tapered to 10x10cm at top placed at every 3m apart 30cm in ground embedded in cement concrete 1:3:6 (30x30x45cm) corner and every tenth posts to be strutted with same R.C. posts provided with 6 horizontal lines and two diagonals of black barbed wire between the two posts fitted and fixed with G.I. staples including earth work in excavation etc. complete 172 FIRE FIGTHING WORKProviding, Fixing, Jointing, Testing & Commissioning of Heavy duty MS C class (Heavy) pipes conforming to IS 3589 / 1239 part-I for hydrant and sprinkler applicationsincluding cutting, screwing, welding etc. & forged steel fittings like elbows, tees, tapers, reducer, gaskets etc. fixing the pipe on the wall/ceiling with suitable clamps, hanger and nuts bolts including cutting hole and chase in brick or RCC walls/ slab and making good the same. complete with painting of one coats of Red Oxide and two or more coats of synthetic enamel paint of requiredshade complete as required. (Pipe to be tested @ 10Kgf/Sqcm for 2 Hrs.). All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 150 mm dia 173 100mm dia 174 80mm dia 175 50mm dia 176 40mm dia 177 32mm dia 178 25mm dia 179 Supplying and fixing first -Aid Fire hose reel Drum wall mounted swinging type with MS construction powder painted in post office Red, conforming to IS 884-1985 with upto date amendments, complete with the following as required.(A) Thermoplastic / Rubber Hose(B)20 mmdia UL, FM Bronze / SS nozzle with 5mm orifice (C)Drum and brackets for fixing the equipments on wall.(D) Connections from riser with 20/25 mm dia Brass/GM gate valves with screwed end and conforming to IS:778 Class-1through Forged steel Screwed Union & M.S. pipe. Etc. as required. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . With 30 m x 20 mm High Pressure Braided Rubber Hose as per IS:5132 - 1969and Bursting pressure 42 Kg/sqcm 180 Supplying and fixing of SS 304 Single / Double headed oblique pattern hydrant landing valve (internal/external) with 75 / 100 mm dia flanged inlet & 63 mm dia instantaneous type female outlet coupling with cast iron wheel complete with ABS cap and chain and all accessories as per IS:5290-93 (Type-A) in cluding matching flange (14 mm thick),nuts, bolts, washers, gaskets,etc as required. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . Single Headed with 75 mm Dia. Flanged Inlet 181 Supplying and fixing of flexible hose made with 100% polyester, black EPDM internal rubber lining with External coat of synthetic elastomer (IS:636, type-A)63 mm dia, 15 mtr. Long RRL hose pipe with instanteneous type 63 mm dia SS-304male and female couplings(IS:903) duly bound and riveted to hose pipes with copper rivets and SS wire etc. as required.Appropriate Test Certificate/ report with liable warranty of product/accessories from OEM shall be submitted. 182 Supplying & fixing SS-304 Short Branch Pipeconforming to IS: 903:93 fitted with 20mm (nominal internal diameter)bore nozzle, for projecting water in form of solid jet. The Branch shall have 63mm Male Instantaneous Inlet, suitable for use with 63 mm size Fire fighting hoses. H.P. tested to 21 kgf/cm² for 2.5 minutes. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 183 Supplying and fixing of 750 mm x 600 mm x 250 mm Outdoor application Fire Hose Cabinet made of 1.6 mm thick MS sheetDuly powder coated in red color externally and white internally with 6 mm thick glazeddoors with Expanded Metal 2 mm thick Jali including necessary locking arrangement suitable to accommodate 2 Nos 15 Mtr. Long RRL Hose and 1 No. branch pipe on Existing Wall / Angle Iron Frame as required. (Cost of MS structure for mounting Frame is to be Paid Extra) All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 184 Providing and fixing of Fire / Electrical Shaft Door made frompowder coated (50 Micron) aluminiumpartialy glazed with 6 mm thick glass and Partialy/ Fully Louvered with Outer frame of AluminiumSection of Size 100 mm x 45 mm x 1.5 mmand Shutters Top, Middle & sideSection of Size 82 mm x 45 mm x 1.5 mm, Bottom Section of Size 110 mm x 45 mm x 1.5 mmComplete with Hinges, Tower bolt, Handle, Aldrop, Locking Arrangement including dash fasteners of required dia and size, necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. as per drawings and the directions of Engineer-in-charge. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 185 Supplying, Installation, Testing & Commissioning ofElectrical Driven fire fighting duty Terrace pump as per TAC andIS 12469-1988., Factory assembledin Pump make OEMsuitable for automatic operation and consisting of following details given asA, B, C, D, E, F, G and H.(A) Horizontal End suction Centrifugal Back pull type pump complete for delivery of below mentioned discharge and Head(B) Material of construction : Pump Casing - Cast Iron, Impellor- Bronze, Shaft - SS 410, Packing - Mechanical Seal(C) Squirrel cage induction motor (IE-3 Class) suitable for 3 phase, 415 V, 50 HZ, Ac supply , Class -F Insulation, Synchronous speed not Exceeding 3000 RPM, T.E.F.C confirming to IP:55 , of required HP suitable for the above pump ,along with flexible (Love Joy type) coupling , coupling guard complete in all respect .(D)Common bed plate fabricated frommild steel channel for installation of pump and Motor including anti vibration pads.(E) The Hydrostatic tests (2 times of design operating head or 1.5 times the shut off head whichever is higher) and performance tests (to determine developed head, Pump BHP and efficiency v/s Flow) of pumps along with trip test shall be carried out at manufacturer’s works in Virtual / Physical presence of Department’s representatives.(F) Physical & Chemical Test reports of i) Pump casing (ii) Impeller (iii) Shaft (iv) Shaft sleeveand Dynamic Balance certificate is to be submitted by OEM(G) Suitable size Reinforced cementconcreat (M-30) foundation with foundation bolt, Nozing Angle of size 40mm x40mm x5 mm ( Cost of RCC Foundation to be paid Extra )(H) Weather proof hood fabricated from 5mm thick UV stablised FRP sheet supported by 50 mm x 50 mm x 5 mm Angle Iron fram above pumpset to protect it from weather All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR 450 LPM with 35 mtr head 186 Supplying and fixing Inlet Breeching Connection of CI body with Gun Metal male instantaneous inlet couplings with Inbuilt NRV, Drainage Connection with 50 mm Brass gate valvecomplete with PVC blank cap and chain as required for 150mm dia Outlet with 1 no. Matching Flange (Minimum 16 mm thick), nuts, bolts, washers, gaskets,etc as required of following Ways. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 4 Way 187 SITC of installation control valve of cast iron body and brass/bronze working parts comprising of water motor alarm, bronze seat clapper, and clapper arm, hydraulically driven mechanical gong bell to sound continous alarm when the wet riser/Sprinkler system activates, pressure gauges, emergency releases, strainer, pressure switch, cock valve complete with drain valve and bypass, test control box, ball valves, with 2 no. Matching Flanges (Minimum 16 mm thick), nuts, bolts, washers, gaskets,etc as required of following sizes.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 150mm dia 188 Supplying and Fixing of PN 16 Cast Iron Dual Plate Wafer Type Check Valve / Non return valve with SS / Bronze flap complete with 2 no. Matching Flanges (Minimum 16 mm thick), nuts, bolts, washers, gaskets,etc as required of following sizes. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 80 mm dia 189 100 mm dia 190 150 mm dia 191 200 mm dia 192 Supplying and Fixing of PN 1.6Butterfly Valve (Wafer Type) with S.G Iron Disc and confirming to IS:13095 complete with 2 no. Matching Flanges (Minimum 16 mm thick), nuts, bolts, washers, gaskets,etc as required of following sizes. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 150 mm dia 193 100 mm dia 194 80 mm dia 195 Supply & Fixing of Dry Powder Agent (as per IS 4308:2019), ABC typeFire Extinguisher (Stored Pressure type) conforming to IS:15683:2018 , Powder coated Internal & External Surface Deep drawn cylinder body of Mild Steel CR2 grade conforming to IS: 513, Squeeze grip Forged brass release valve with Inbuilt safety release device, Diaphragm Type, 0 to 28 bar range pressure gauge, 450 mm long EPDM discharge tube, QR code for Product Traceability including Fixing on wall with suitable Anchor Fasteners as required of following capacity. Test Certificates of all the Parameters along with Hydro test & Burst test (For Cylinder Body) Certificatefrom OEM / External NABL Accrediated Lab is to be submitted. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 6 kg 196 Supply & Fixing of CO2 type Fire Extinguisher conforming to IS:15683:2018, charged with CO2 gas (purity 99.7% conforming to IS 15222), Powder coated Internal & External Surface Manganese steel ISI marked as per IS 7285 cylinder body , Wheel type Forged brass release valve ISI Marked as per IS 3224 with Inbuilt safety release device ((Fusible plug and Rupture Disc Type), 1.0 Mtr. Metal wire braided hose having minimum bursting pressure of 140 Kgf/cm2, Horn with metallic thread connection, QR code for Product Traceability,including Fixing on wall with suitable Anchor Fasteners as required of following capacity. Test Certificates of all the Parameters along with Hydro test & Burst test (For Cylinder Body) Certificatefrom OEM / External NABL Accrediated Lab is to be submitted. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSRCapacity 4.5 Kg. 197 Supplying and Fixing ofGalvanized Mild Steel fire bucket Confirming to IS: 2546 : 1974 with one coat of primer and two coat of enamel paint of approved shade on Angle Iron ( 50 x 50 x 5 mm) Stand of Size 800 x 1240 x 400 mm with MS 22 SWG Galvanized Canopy, 4 Hooks for Bucketsincludingassociated civil works etc. as required. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 198 SITC of UL 10th edition / EN54 / VDS certified Addessable Manual Call point (MCP) with LED/ FIRE Indication Etc. as required. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 199 SITC of UL 10th edition / EN54 / VDS certified Addressable sounder with strobe light,Loop Powered / Direct powered from FACP with sound level 90 dB and programmablefrom the panel etc. as required. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 200 SITC ofResponse Indicatorfor indicating the activation of the Remotely located Detector for Conventional type detectors as required. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 201 SITC of EN / LPCB/ UL listed / approved conventional automatic fire Alarm Rate of Rise cum fixed temperature thermister typeHeat Detectors , 12 / 24 volt D.C., visual alarm indicator (LEDs) Blink - green in stand by and Steady - red in alarm complete in all respectswith baseas required.including the cost of all accessories Etc. as required. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 202 SITC of EN / LPCB/ UL listed / approved conventional automatic fire Alarm Optical/Photoelectric type smoke detectorsof photo-optic sensing chamber, 12 / 24 volt D.C., visual alarm indicator (LEDs) Blink - green in stand by and Steady - red in alarm complete in all respectswith baseas required.including the cost of all accessories Etc. as required. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 203 Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from99.90 % purity copper, class 5 stranding in acc. to IS:8130/IEC 60228 forlower watt loss , oxygen free for less chances of oxidization, insulation PVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5,in existingsurface or recessed PVC/ MS conduit/casing capping making connections with Copper Lugs of suitable size, Ferrules,testing etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. For additional technical parameters of product / work refer Annexure A attached with this BSR2 x 1.5 sq.mm 204 3x 1.5 sq.mm 205 Supplying and drawing PE Insulated & PVC Sheathed unarmoured telephone cable with 0.5 mm dia. Solid Annealed electrolytic grade bare Copper Conductor as per IS: 8130/84 &confirming to TEC specification GR / WIR/06-03 March 2002in existingsurface or recessed conduit/casing capping. including ferruling on each pair for Identification etc. as required. For additional technical parameters of product / work refer Annexure A attached with this BSR4 Pair 206 2 Pair 207 Supplying and fixingof CE certified and UL listed GI wire mesh cable tray made from spot welded steel wirehot dipped galvanised between 60 and 80 microns of zinc as per BS 729including horizontal and vertical bends, reducers, tees, cross members and other OEM made accessories like wall clamp, hold down clamps, Earthing terminal, brackets as required, and duly suspended from the ceiling with electro-zinc coated TF rods,etc. as required of following sizesAll as per pre approved by Engineer in charge. For additional technical parameters of products/ work, refer Annexure A attached with this BSR .500 mm x 100 mm x 6 mm 208 300 mm x 100 mm x 6 mm 209 SITC of UL 10th edition / EN54 / VDS certifiedActive Repeater Panel for Fire Alarm System with inbuilt networking port (both RS485 & Ethernet),Serial port for printer,two supervisory inputs,two position key switch and USB port for programming. The Repeater Panel shall allow users to acknowledge, reset,silence, program, view hisory events.etc (All functions similar to main panel)The user interface of the repeater panel shall be same as the Main Controller with menu driven user interface with smart search.including the cost of all accessories Etc. as required. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 210 SITC of PA system Operator Console of following wattage to be installed withConventionalfire alarm systemcomplete with following capacity , channel mixing amplifier , 1 no cardioids goose neck microphone , 1 no professional grade cassette deck/ CD Player , 16 zone floor selector console ,equipment rack complete in all respects. PA system shall be coupled to the Fire Alarm System. Etc. as required. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 1x 240 Watt 211 SITC 6 watt Speakermounted in M S sheet box with perforated front mesh for PA and Emergency System. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 212 Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV gradeand 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694)inrecessed ISI marked MMS ( IS:9537 P - III ) virgin material PVC conduit & itsISI marked (IS:3419-1988) accessories, round tiles, 1.2 mm thickHot Dipped Galvanized Modular Box with earth terminal, 10A Modular switch,Modular face plate with grid plate, 3 pin ceiling rose / Holder /3 way connector, screws,making connections, testing etc. as required.For specification of copperConductor,Phenolic Laminated sheets & Electrical/ Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work refer Annexure A attached with this BSRMedium point (up to 6 mtr.) 213 Wiring of twin control light point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV gradeand 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694)in recessed ISI markedMMS ( IS:9537 P - III ) PVC conduit & its ISI marked (IS:3419-1988) accessories, round tiles, 2 Nos Hot Dipped Galvanized M.S Modularbox of 1.2 mm thickwith earth terminal,2 Nos10 A two way Modular switch, 3 pin ceiling rose / holder / 3 way connector ,Modular face plate with grid plate,screws,making connections, testing etc. as required.For specification of copperConductor,Phenolic Laminated sheets & Electrical/ Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work refer Annexure A attached with this BSRLong point (up to 10 mtr.) 214 Long point(up to 10 mtr.) 215 Wiring of 3/5 pin 6 amp. Light plug point with 1.5 sq. mm nominal sizeFR PVC insulated unsheathed flexible copper conductor 1.1 kV gradeand 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade(IS:694) inrecessed ISI marked MMS ( IS:9537 P - III ) PVC conduit & its ISI marked (IS:3419-1988)accessories, Hot Dipped GalvanizedModular box of 1.2 mm thick with earth terminal, 10 A modularswitch, 3/5 pin 6 A modular socket, Modular face plate with grid plate, screws, making connections, testing etc. as required.For specification of copperConductor,Phenolic Laminated sheets & Electrical/ Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work refer Annexure A attached with this BSRMedium point (up to 6 mtr.) 216 Long point(up to 10 mtr..) 217 Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from99.90 % purity copper, class 5 stranding in acc. to IS:8130/IEC 60228 forlower watt loss , oxygen free for less chances of oxidization, insulation PVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5,in existingsurface or recessed PVC/ MS conduit/casing capping making connections with Copper Lugs of suitable size, Ferrules,testing etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. For additional technical parameters of product / work refer Annexure A attached with this BSR3x 1.5 sq.mm 218 3x 2.5 sq.mm 219 2 x 4.0 sq. mm. + 1 x 2.5 sq. mm. 220 2 x 6.0 sq. mm. + 1 x 4.0 sq. mm. 221 2 x 6.0 sq. mm. 222 4 x 10.0 sq.mm 223 4 x 16.0 sq.mm 224 P & F 1.2mm thickM.S. Recessed fan box, hexagonal/ round of size 130 mm dia, depth 75mm,12 mm dia rod fan hook with 100 mmlength extended on each side . All as per pre approved by Engineer in charge.For additional technical parameters of product / work refer Annexure A attached with this BSR 225 Providing & Fixing ofBEEStar rated copper wounded double ball bearing capacitor start, aluminium body & Metallicblade ceilingfanConforming to all the performance requirements laid down in IS 374:2019 including all amendments, as applicable ; & Carry BIS licensing (i.e. ISI marking) with down rod up to 80 cm with secondary support safety cable ( steel rope) , cotter pin with 3 x 1.5 sq.mm pvc insulated flexible copper conductor making connection testing etc. as required. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR .1200 mm Sweep BEE 1 Star rated (service value >=4.0 to < 4.5 ) 226 Providing & Fixing ofof BLDC Technologyventilating fans , single phase with PVC impeller, ABS body, Double Ball bearing, automatic back lower shutterincluding making connection, testing etc. as required. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR .250 mm sweep with Min. Air delivery 1150 cmh, 1300 RPM 227 Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity (B/ C/D tripping characteristic as per type of load andsite requirement) 4 KV impulse withstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting ofclass 3 as per IEC,minimum phase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contact protection and fitted inexisting distribution board/sheets, minimum electrical operation 20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above ratingincluding making connections, testing etc. as required. OEM shall have submitNABL / CPRI / ERDA accrediated lab type test reports& All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSRSingle pole MCB (With B/C curve tripping Characteristics) 6 A to 32 A rating 228 Double pole MCB(With B/C curve tripping Characteristics) 6 A to 32 A rating 229 Three pole MCB (With B/C curve tripping Characteristics) 6 A to 32 A rating 230 50/63 A rating 231 100 A rating 232 Four pole MCB (With B/C curve tripping Characteristics) 6 A to 32 A rating 233 50/63 A rating 234 Providing & Fixing of 240/415 V Residual current circuit breaker (RCCB) conforming to (IS:12640-1)/ IEC 61008 -1 , rated 4 KV impulse withstand voltage truly current operated and shall operate on CBCT mechanisum, provision for pad lock,min. operation 10,000 upto 63 A rating and5000 for 100 Aratingand minimum phase termination capacity of 35 sq.mm. rigid wire, IP 20 contact protection with existing distribution board / sheetincluding making connections, testing etc. as required. OEM shall have submitNABL / CPRI / ERDA accrediated lab type test reports& All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSRTwo pole 30 mA sensitivity6A-32 A rating 235 40 A rating 236 Providing & Fixing of Recessed/surface mounting heavy duty horizontal type Double Door ( Metal / Glazed )Distribution board with Metal end box made out from Galvanized steel / CRCA sheet not less then 1.2 mm thick conforming to IS-8623-1 & 3 / IEC 61439- 1 & 3, powder painted complete with reversible door (for double door DB only )100 amp. insulated copper bus bar/shorting link , copper neutral link, copper earth link , color coded interconnecting wire set of suitable rating and din bar,masking sheet, making internal DB terminations with copper lugs, Ferrules, detachable gland plate, including making connections, testing etc. as required. OEM shall have submitNABL / CPRI / ERDA accrediated lab type test reports& All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSRGlazed door (single phase) IK-09 and IP-43 with Metal end box8 Way (8+2) 237 Metal door (Three phase) Per phase isolation, Horizontal IK-09 and IP-43 with Metal end box6Way(Incomer 8,Sub Incomer2+2+2) 238 Providing & Fixing of Recessed/surface mounting heavy duty Vertical TPN Distribution board with Metal end box withprovision of incomer suitable for MCB / RCCB and SP / TP MCB as outgoing ,made out from Galvanized steel / CRCA sheet not less then 1.2 mm thick conforming to IS-8623-1 & 3 / IEC 61439- 1 & 3. powder painted with reversible door (for double door DB only ) complete with insulated 100 A rating copper bus bar, neutral bars with shrouds, earth bar , color coded interconnecting wire set of suitable rating and din bar,masking sheet, making internal DB terminations with copper lugs, ferrules, detachable gland plate, including making connections, testing etc. as required. OEM shall have submitNABL / CPRI / ERDA accrediated lab type test reports& All as per pre approved by Engineer in charge.For additional technical parameters of product / work refer Annexure A attached with this BSR6 Way(8+18) 239 Supplying and fixing of power plug point with Modular accessories as per PWD specification for electrical Works, on hot dipped galvanized modular box of 1.2 mm thick with earthing terminal/connector on surface or in recessed with suitable size of modular face place with grid plate and cover plate including cost ofISI marked modular 16 amp. Switch (IS :3854) and 6/16 amp. socket outlet (IS:1293) making connection , testing , etc. as required. For specification ofWiring accessories refer ChapterE - 07related item & For additional technical parameters of product / work refer Annexure A attached with this BSR 240 Providing & Fixing of modular type switch/ bell push duly ISI marked (IS :3854) with CM/L no. printed and made out of unbreakable and fire retardant vergin UV Stabilized Polycarbonatewith brass terminals and captive screws & silver alloy contact tipwith IP-20 rating ,minimum width ofswitch toggle( PUSH PART ) should not less then 20mm,includingall as per pre approved by Engineer in charge,making connections, testing etc. as required. For additional technical parameters of product / work refer Annexure A attached with this BSR 25 Amp.2 Moduleswitch With LedIndicator 241 Providing & Fixing of modular type lockable feature socket dulymade out of unbreakable and fire retardant vergin poly carbonate with brass terminals and captive screws & silver alloy contact tipwith IP-20 rating , includingall as per pre approved by Engineer in charge,making connections, testing etc. as required. For additional technical parameters of product / work refer Annexure A attached with this BSR25 Amp. 2 Module Socket 242 Providing & Fixing of following modular accessories as per PWD specification for electrical Works,made out of unbreakable and fire retardant vergin poly carbonate with brass terminals and captive screws & silver alloy contact tipwith IP-20 rating , includingall as per pre approved by Engineer in charge,making connections, testing etc. as required.For additional technical parameters of product / work refer Annexure A attached with this BSRRJ-11 telephone jack Double line 243 RJ-45, Cat 6 computer jack with shutter 244 Providing & Fixing offollowing size mounting grid plates with cover plates made from fire retardent UV established high performance engineering plastic suitable for all universal metal boxes for front installation & removal direct fit type complete in all respect.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR .1 Module 245 4 Module 246 Providing & Fixing of modular type 120 W Step Fan regulator duly ISI marked (IS 11037:1984 ) with CM/L no. printedmade out of unbreakable and fire retardant vergin poly carbonate with brass terminals and captive screws & silver alloy contact tipwith IP-20 rating ,includingall as per pre approved by Engineer in charge,making connections, testing etc. as required.For additional technical parameters of product / work refer Annexure A attached with this BSR5 step fan regulator 2 Module 360 dgree rotating 247 Plate Earthingas per IS:3043 with Hot dipped G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying3 to 4 mtr. below the ground level with 20mm dia. G.I. B class watering Pipe ,including all accessories like nut, bolts, reducer, nipple, wire meshed funnel, and Heavy duty weather proof poly-propylene earth pit chamber with lockable Jam free lid suitable for safe working load 5000 Kg or more of size Top Dia. 225 to 260 mm, Bottom Dia 300 to 350 mm. and Height250 to 300 mm. and embodying the pipecomplete with alternate layers salt and coke/ charcoal, testing of earth resistance for value of 5 ohms or lessas required & must record by engineer in charge during site visit and ensure to enter in measurment book.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 248 Supply & Laying following size earth stripin horizontal or vertical run in surface by means of Earth strip DMC Insulatorincluding riveting/ soldering/ welding, Jointing shall be done by overlapping and with 2 set of Brass (for Cu strip) / GI (for GI Strip) nut bolt & spring washer spaced at 50cm making connection etc. as required.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 25mm x 6mm G.I. ( Hot Dipped) Strip 249 Supply & Laying following size B class , Medium class G.I. Pipe confirming to IS : 1239 P - 1 ( 2004 ) with accessories like bend, socket etc.for laying earth conductor/ strip / cable in ground/ surface/ recess as required.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 40 mm dia. 250 Providing & Fixing of IP20 SMD Mid Power LED batten type integrated light fixture made from Powder coated Extruded aluminiumhousing with in built driver, System lumen efficacy ≥ 110 lm/Watt output, internal surge protection of 2.5 KV with Short & Open circuit protection ,THD < 10% , P. F.≥0.95, CRI >80 , life time of minimum50000 Burning Hours with , 70% of intial Lumen maintaned till life ends, CCT 3000°K / 4000°K/ 5700°K /6000°K/6500°K (As per ANSI Bin) , Maximum power consumption should not more than the specified rating and Fixture shall be ofBIS standard andtrade mark certificate ( T.C.). 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. (LM79 & LM80) certificate / Report from OEM shall be submitted.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR .1170mm(+/-10%) LED batten with min. lumen output 2200 lm 251 570mm (+/-10%) batten with min. lumen output 1000 lm 252 Providing & Fixing of IP20, 2x2 LED Surface/ Recessedmounting Mid power SMD type LED Light fixture not less than 50mm housing depth made from CRCA sheet steel housing, high purity / transmisivity UV stabilized Non -yellowish diffuser for uniform light distribution. High efficiency with 4 KV internal/external surge protection BIS certified isolated driver having efficiency > 85% , with Short & Open circuit protection(Integral with light fixture). System lumen efficacy of ≥ 120 lm/Watt ,THD < 10 % , p.f.≥0.95,CRI >80 ,life time of minimum50000 Burning Hours with , 70% of intial Lumen maintaned till life ends, CCT 3000°K / 4000°K/ 5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be ofBIS standard andtrade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing onhousing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79 & LM80) certificate / Report from OEM shall be submitted.All as per pre approved by Engineer in charge. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR .Minimum lumen output 3600 lm 253 Providing & Fixing of IP-20 LED Recessed / Surface Mounted, Round / SqaureSMD Mid Power LED Downlight with power coated die-cast aluminum housingwith UV Stabilized non yellowish Diffuser withBIS complience 2.5 KV surge protected Isolated driver, with Short & Open circuit protection, having efficiency > 85% . System Lumen efficacy of ≥ 110 lm / watt, THD < 10 % , Pf.≥0.95, CRI >80,life time of minimum50000 Burning Hours with , 70% of intial Lumen maintaned till life ends, CCT 3000°K / 4000°K/5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be ofBIS standard andtrade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing onhousing.OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79 & LM80) certificate / Report from OEM shall be submitted. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR .Minimumlumen output 650 lm 254 Minimum lumen output 1950 lm 255 Supply, Drawing and Testing of 4 pair, 23 AWG Solid Bare Copper wire insulated with PVC, UTP (Unshielded Twisted Pair), Category 6, Class E, 100 Ohm Impedance, Indoor Cable as per latest ammendments of ANSI/TIA/EIA-568 , The copper conductors should be balanced twisted in pairs, seperated by a cross-member fluted pair divider & protected byPVC Jacket. Certified performance in a 4-connector configuration upto 100 Mtrs channel requirements & transmission frequencies up to 250 Mhz. in existing MS/PVC Conduits/casing capping including making connections to Information outlets and Patch Panels with jack &ferruling at both ends for identification with necessary tools for punching, stripping, crimping and testing etc as required complete in all respect. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 256 Supplying and drawing PE Insulated & PVC Sheathed unarmoured telephone cable with 0.5 mm dia. Solid Annealed electrolytic grade bare Copper Conductor as per IS: 8130/84 &confirming to TEC specification GR / WIR/06-03 March 2002in existingsurface or recessed conduit/casing capping. including ferruling on each pair for Identification etc. as required. For additional technical parameters of product / work refer Annexure A attached with this BSR2 pair 257 Supply and Laying of PE Insulated, PVC Inner Sheathed, armoured & PVC Sheathed Telephone Cable. with 0.5 mm thick Solid Annealed Bare Copper Conductor as per IS: 8130/84 telephone cable confirming to TEC specificationsGR/WIR 06/03, Mar.-2002 in existing pipe / open trench / Cable tray / on surface including making necessary connection, testing etc. as required of size. For additional technical parameters of product / work refer Annexure A attached with this BSR50 pair 258 S&F following sizes (dia.) of ISI marked virgin material MMS ( IS:9537 P - III ) PVC conduit along withISI marked (IS:3419-1988) accessories as requiredinrecessincludingcutting the wall, covering conduit and making good the same as required. For additional technical parameters of product / work refer Annexure A attached with this BSR25 mm 259 Supplying and fixing of ISO Certified company made Krone module with base frameas per PWD specification for electrical Works, in the recess / surface made out of 16 SWG sheet steel box, front openable, having locking arrangements duly powder painted., including dressing, ferrulingandpunchingof telephone cable with krone tool etc. as required.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR .50 Pairs 260 CCTV SURVEILLANCE WORKSupply, Installation, Testing and Comissioning of Rack mounted 19 1U, Cat6 24 Port loaded, 1.5-1.6 MM CRS chasis, powder coated, sheet steel, made of plastic (ABS), Modular Patch Panelswith Rear Cable management system and mounting hardware to mount the patch panel. Should have port identification numbers printed/engraved on front of the panel. Etc. as required.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . Modular Patch Panel Loaded with Cat -6A I/O 261 Supply, Drawing and Testing of 4 pair, 23 AWG Solid Bare Copper wire insulated with PVC, UTP (Unshielded Twisted Pair), Category 6, Class E, 100 Ohm Impedance, Indoor Cable as per latest ammendments of ANSI/TIA/EIA-568 , The copper conductors should be balanced twisted in pairs, seperated by a cross-member fluted pair divider & protected byPVC Jacket. Certified performance in a 4-connector configuration upto 100 Mtrs channel requirements & transmission frequencies up to 250 Mhz. in existing MS/PVC Conduits/casing capping including making connections to Information outlets and Patch Panels with jack &ferruling at both ends for identification with necessary tools for punching, stripping, crimping and testing etc as required complete in all respect. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 262 Supply and Installation of unsheilded/360 degree sheilded Information outlets made of high impact plastic body with ABS, FR Grade halogen free material with provision for protection against dust in jack, suitable for Cat 6/6A application complying to latest ammendments, According. to Cat. 6/6A channel, It should support channel as well as components requirements of Cat.6/6A standards at frequencies of up to 250 to 500 Mhz. Cat 6/6A unshielded/shielded Jack should be suitable to terminate 4 pair, 23/24 AWG solid/stranded wire diameters, using 100 Ohm unshielded/shielded balance twisted pair cable, the jack should have tooless/impact termination on reliable copper tin plated Insulation displacement contact, with easy lock mechanism, It supports IEC 60603-7-4 and complied with ANSI/TIA/EIA 568 C.2 standard. jack should be RJ11,RJ12 & RJ45 compatible. Should support Ethernet 1.2 Gb/s ATM,Digital video and broadband/baseband analog video, Voice over internet protocal (VOIP) Specifications in existing modular/MS Boxes along with necessory connections as required.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . Cat 6A, Sheilded Information Outlet 263 Supply & fixing of square Faceplate for Flush / Surface Mount Information Outlets Single/Dual or Quad Aperture ,material should bePC+ABS body, Suitable for RJ45 unshielded/shielded connection modules. Should match with I. O. OEM. Dimensions should be 86mm X 86mm as required complete in all respect.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . Single Aperture 264 Supply, Installation, Testing and Comissioning of Rack mounted 19 1U, Cat6 24 Port loaded, 1.5-1.6 MM CRS chasis, powder coated, sheet steel, made of plastic (ABS), Modular Patch Panelswith Rear Cable management system and mounting hardware to mount the patch panel. Should have port identification numbers printed/engraved on front of the panel. Etc. as required.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . Modular Patch Panel Loaded with Cat -6A I/O 265 Supply & Installation of IP-20 & IK-08 , UL ListedWall mounted Double Section Communication enclosure (Rack) made from powder coated (60 to 80 Micron) CRCA sheet, front sturdy sheet steel frame folded from one piece and welded with minimum 5mm toughened glass door,Vertical Mounting Rail 1.6 MM with UMarking , with All round protective channel on the door aperture, lock integrated on front door, top and bottom cover with cable entry provision with gland plates, integrated side walls, 2 pair of 19 angles with wall mounting provision on wall. Accessories like: 1 No of 19 1U Horizontal Cable manager, 1 No of 90 cfm 230V AC Fan with 1 mts long cable, mounting hardware , 1 No of 19 1U, mountable socket strips with 5 nos of 5A universal sockets with 2 mts long power chord for supplying power to switches, fans etc along with earth continuity kit, indicator, moulded power supply cable. fixing on wall with Suitable Anchor fastneretc as required.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 9 U Rackwith Width 600 mm & Depth 400 mm + 100 mm 266 Supply , Installation, Testing and Comissioning of Managed Layer-2 Intelligent PoE Giga Ethernet Switch providing 24 x 10/100/1000 MBPSPoE Giga Ethernet ports and with min 4 SFP Giga Ports (provision for Fiber Giga connectivity) with provision of minimum Stacking of 06 Switches with minimum 370 Watt PoE Power Budget with related LAN Base Software including making connections etc as required. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 267 SITC of 2 MP IR Fixed Dome Network Camera -1/2.7″ Progressive Scan CMOS, 1920 × 1080 at 25fps, 2.8 mm Fixed lens, 0.002Lux at F1.4, 0 Lux with IR on, ICR, ONVIF (PROFILE S, PROFILE G, PROFILE T), support H.265, H.264, MJPEG, 120db WDR, 3D Digital Noise Reduction, Three individually configurable stream, 12 VDC & PoE, IR range: 40m, Support on-board storage up to 256 GB (SD card not included), IP67, Edge Analytics- Line crossing detection, Intrusion detection, Motion detection, Video tampering, UL, CE, FCC certified. 268 Supply Installation testing and commissioning of 32 Ch Network Video Recorder- Connect Up to 64 IP Cameras, Up to 12 Megapixels Resolution, HDMI1/VGA1 and HDMI2/VGA2 outputs provided, atleast one HDMI output with 4K (3840 × 2160), atleast one VGA output with 2K (2560 × 1440) resolution, Support H.265/MJPEG, Supports N+1 hot spare system, Supports RAID0, RAID1, RAID5, RAID6 and RAID10, Supports HDD hot swap, Incoming Bandwidth 320 Mbps, 8 SATA Hard Disks, 1 × eSATA interface, ANR Technology, 8 SATA interfaces for 8 HDDs and capacity of each HDD upto 10 TB, Front panel: 2 × USB 2.0; Rear panel: 1 × USB 3.0, Alarm I/O 16/4, RS-232, RS-485, 2 RJ-45 10 /100/1000 Mbps self-adaptive Ethernet interface,Multiple network monitoring: Web viewer, CE, FCC, UL certified. with 30 days backup capacity asrequired. 269 SITC of professional PC alongwith printer and other accessories as required having minimum i7 processor, 8 GB graphic card 1 Tb SSD as per requirement. 270 SITC of 42 inch full HD professional LED display for CCTV monitoring. 271 External Electrical WorkS I T C of star ratedAluminium wound distribution Transformerof following rating 11/0.433KV Delta-Star Connected, Vector Group Dyn 11,ONAN Cooled & as per BEE star - 1 & BIS approved as per IS 2026- 1977 & lossesas defined as per 2014 (Fourth Revision) Level-1 . including standardaccessories like conservator, silica gel breather, radiator, fins, HT cable box & LT cable boxes, temperature rise in winding/oil 35-40 degree C upto 200 KVA & 40-45 degree C for above 200 KVA, ISI marked drain valve, Dial type Temperature gauge, first filling of transformer oil as per IS :335-1953, Epoxy based paint,including carrying of pre-commission Testing & Charging of Transformer complete in all respect .The Transformer shall be subjected to routine factory tests (as per IS:2026 and IS:1180) including testing from CTLof discombefore charging of transformer & complete installaion must be certified from Electrical Inspectorate office as per Indian Electricity rule, (CTL testing charges and Electrical Inspection charges shall be reimbursed by the department to the contractor). All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 100 KVA 272 SITC of PLC Based Auto main failure (AMF) Panel fabricated from CRCA sheet steel 2 mmThick , Powder coated finish , Engine Start & Stopcommands, control Relays , Ammeter & Voltmeterwith selector switches, Control & 2 nos 4 pole Power Contactors with 2 no. of required size 4 pole MCCB, Timers, Electronic Hooter ,Visual & Alarm indication for faults, UPS, operator interface panel complete in all respect suitable for following capacity DG sets: Appropriate Test Certificate/ report of product/accessories from OEM/Panel Manufecturer shall be submitted. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR .20 to 40 KVA 273 Supply & fabrication steel structure with MS channel / angle / joist / ISMB / sheet etc. including welding, rivetting, cutting, nut & bolt , one coat of primer & two coat of enamel paint etc. as requiredcomplete in all respect. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 274 Providing & Laying XLPE insulated three core ArmouredAluminiumcable for working voltage 11 K.V.(E) confirming IS :7098 P - 2withH4- Grade electrolyticaluminium conductor confirming to IS: 8130 class-2 of purity >99.6 %, Insulation Screening: Extruded Semiconducting Compound followed by helically wrapped Copper Tape, round / flat strip armouring of cables , Inner / outer sheath PVC type ST-2 confirming to IS:5831in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench / Cable tray includingtesting etc. as required of following size. OEM must have its own in house NABL accrediated Laboratory for testing procedure as per IS:10810 All as per pre approved by Engineer in charge. For additional technical parameters of products/ work, refer Annexure A attached with this BSR .3 core 150.0 Sq.mm 275 MAIN LT PANELSITC of IP-42 and general construction confirming to IS:8623 : 1993, wall/ free standing floor mounted dust and vermin proof compartmentalisedcubical panel as specifications andOther parameters requiredas per point (a) ,(b), (c),(d), (e), (f), (g), (h) as below:-(a)Thickness of CRCA sheet shallbe 2.0 mm,cable alley compartments having concealed hinged type doors with key type lock with / withoutdetachable extension type structure. Removable 3 mm. thick sheet steel gland plates with appropriate size of knockouts for cables shall be provided(b)complete panel shall undergo a process of degreasing, Water rinsing, Activation, derusting,pickling in acid bath, phosphatising & shall be subjected to nine tank process and then Powder coated with approved shade of minimum 70 microns on both side of panel.The panel having PE foam/ Neoprene rubber gasket of not less than 3mm thickness ,required hardware , concealed hinged door with key type locking arrangement for equipment/switchgear earthed with 2.5 sq.mm braided copper wire.[c)Interconnection between bus bar and switchgears /cable shall be rigidly supported and made out by flexible copper wires (up to 63 amp ) and by solid bus bar(>63 amp ) . control wiring will be carried out with 1.5 Sq.mm, Earth wire with 2.5 Sq.mm and CT with 2.5 sq.mm flexible copper wire only.All joints / interconnections of copper bus bar shall be dully tinned . Clearance between main bus bar and risers / metal parts shall be at least 10 mm additional to width of bus bar Bus bar is insulated by Heat Shrinkable sleeves . Earth and Neutral bus bar shall be half of the size of phase bus bar. ( Cost of Bus bar/ Flexible wire for Interconnection between Main busbar and Switchgearis to be Paid Extra )(d)Wiring between components within switchgear and Incoming / outgoing cableshall be done through the terminal block only. Direct connection shall not be permitted. Each terminal block shall be one piece moulded, barrier type, 650 volt grade, complete with washers, heads, studs with two nuts and identification strips and shall have adequate continuous current rating. For tap-offs, adjacent terminals with shorting strips shall be used. 10% Spare terminal blocks shall be provided. Wire identification on marking strip shall correspond to the designation of the wiring diagrams. All wire terminals on the equipment shall also be marked with designation corresponding to those of the wiring diagram. (e)All wiring shall be enclosed in plastic channels and neatly bunched and closed in metering chamber, Wiring between terminals of various devices shall be ‘point to point’ (no wire splitting or tee connections) with wires neatly trucked along the back of the panels, adequately supported to prevent sagging.(f)Floor mounted panel shall be mounted on Base frame of ISMCchannel size 100 x 50 x 5 mm( to be paid Extra )(g) Tests: The insulation resistance (with 1000 V Megger) and High voltage Power frequency test (by applying a voltage of 2.5KV for one minute) shall be measured between phases, between phase and neutral and between phase and earth. both before and after high voltage power frequency test. The insulation resistance shall not be less than three megaohm. CT Secondary current injection test shall also be carried out.(h) only outer surface area on all sides shall be measured & panel to be fabricated only from CPRI approved fabricator only (CPRI Test certificates to be submitted)All as per pre approved by Engineer in charge. For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 276 SITC of3 /4pole current limiting Moulded case circuit breaker (MCCB) made of flame retardent & heat resistant materialhaving following current rating, short circuitbreaking capacityat 440/415 V, 50 Hz; O/L & S/C settings , conforming to IS/IEC 60947 P -2 :2003 with frontface and centralised adjustable, trip free mechanisum, true contact position indicator,line load interchangeability,designed for both horizontal & vertical mounting without any adverse effect on electrical performance, suitable for operation upto 55 degree and without derating upto 40 degree,pollution degree 3, having positive isolation capability, push(test) to trip, trip time less then 10 ms under s/c condition, Breaking capacity Ics = 100% Icu. U imp =8 KV, rated insulation voltage690 V.provision for UVR , shunt trip , earth fault trip, door interlock, pad lock & rotary handle , including making connectionsetc. as required.OEM shall have submitNABL / CPRI / ERDA accrediated lab type test certificate before execution All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSR4 pole MCCB With Thermal Magnetic release160 Amp , 25 kA, adjustable O/L & adjustable S/C setting, 277 up to 100 Amp , 10 kA, fixed O/L & fixed S/C setting 278 Supply and fixing of following accessories for Moulded case circuit breaker (MCCB)compatible to main MCCB OEM as per PWD specification for electrical Works, conforming to IS/IEC 60947 P - 2 :2003 including making connection etc complete in all respect. OEM shall have submitNABL / CPRI / ERDA accrediated lab type test certificate before execution.All as per pre approved by Engineer in charge. For additional technical parameters of products/ work, refer Annexure A attached with this BSR .Shunt Trip Release 279 Under Voltage Release 280 Extended Rotary Handle 281 Auxiliary contact 282 Spreaders for 250A, 4 Pole MCCB 283 Spreaders upto 125A, 3 Pole MCCB 284 Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity (B/ C/D tripping characteristic as per type of load andsite requirement) 4 KV impulse withstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting ofclass 3 as per IEC,minimum phase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contact protection and fitted inexisting distribution board/sheets, minimum electrical operation 20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above ratingincluding making connections, testing etc. as required. OEM shall have submitNABL / CPRI / ERDA accrediated lab type test reports& All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSRSingle pole MCB (With B/C curve tripping Characteristics) 0.5 A to 5 A rating 285 Providing & Fixing of ISO certified company made Four Pole By pass Change Over Switch conforming to IS:13947(Part 3) : IEC:60947-3-1 and IEC:60947-6-1, Open execution type in the following ratings.All as per pre approved by Engineer in charge. For additional technical parameters of products/ work, refer Annexure A attached with this BSR .100 A 286 Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity (B/ C/D tripping characteristic as per type of load andsite requirement) 4 KV impulse withstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting ofclass 3 as per IEC,minimum phase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contact protection and fitted inexisting distribution board/sheets, minimum electrical operation 20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above ratingincluding making connections, testing etc. as required. OEM shall have submitNABL / CPRI / ERDA accrediated lab type test reports& All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSRSingle pole MCB (With B/C curve tripping Characteristics) 0.5 A to 5 A rating 287 Double pole MCB(With B/C curve tripping Characteristics) 6 A to 32 A rating 288 Four pole MCB (With B/C curve tripping Characteristics) 6 A to 32 A rating 289 50/63 A rating
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 2
Rajasthan View Result →
32.
Housing Urban and Rular Development #10311596 Price Bid
Supply, Installation, Testing And Commissioning Of Security Equipments And Baggage Handling System Works At Passenger Terminal Building, Near Coast Guard Air Station, Daman. (3Rd Call) -Civil works others 2 Providing and supplying Baggage Handling System: Departure System*Double Check-In Conveyor (Scale & Induction Conveyor)Belt Width: 650 mm, Length: 1200+1200 mm, Finish: Stainless Steel Trims. 2. *Tipping Device-Tippler Bar/Cone (8 Nos.)3.*Collector Conveyor-Belt Width: 1000 mm, Length: 10,970 mm,Finish: Stainless Steel Trims (01 No.)4.*Collector Conveyor-Belt Width: 1000 mm, Length: 11,920 mm, Finish: Stainless Steel Trims (01 no.)5.*Power Curve- Belt Width: 1000 mm, Finish: Stainless Steel Trims (01 no.)6.*General Transport Conveyor-Belt Width: 1000 mm, Length: 2200 mm, Finish: MS Powder Coated (01 no.)70. * Gravity Roller Deck-Belt Width: 1000 mm, Length: 2000 mm,Finish: MS Powder Coated Side Panels,Galvanized rollers (01no.)8.*Fire Shutter Door- Opening Width: To match Conveyor, Opening, Height: Minimum 900 mm, Finish: MS Powder Coated (01 no)9.*Draught Curtain-Width: 1400 mm, Height: 1200 mm, Strip: 2mm thick PVC, Strip Covering: Stainless Steel (1 no.)10.*MCP Panel- PLC: Rockwell/Omron/Delta, HMI: Delta/Exor, Other Items as required: Reputed make (01 lot)11.*Control Stations- As required, Make: Schneider/Reputed (1 lot)12.*Electrical Field Items- Includes Sensors & Reflectors, Isolators, Beacon & Sounder, etc., Make: Reputed (1 lot)13.*Cables & Accessories-As required, Make: Reputed (1 lot)14.*Software-As required (1 job)15.*SCADA System- Software Make: Exor/Reputed, Hardware Make: HP/Dell/Reputed(1 job) 3 Providing and supplying Baggage Handling System: Arrival System *Flat Overlapped Carousel- Slat Width: 1000 mm, Length: 37.1 m, Finish: Stainless Steel Trims, Slat: 6 mm thick rubber slat (1 no.) *Fire Shutter Door-Opening Width: To match Conveyor, Opening Height: Minimum 900 mm, Finish: MS Powder Coated (2 no) *Draught Curtain- Width: 1400 mm, Height: 1200 mm, Strip: 2 mm thick PVC, Strip Covering: Stainless Steel (2 no) * MCP Panel-PLC: Rockwell/Omron/Delta, HMI: Exor/Reputed, VFD: ABB/Reputed, Other Items as required: Reputed make (1 lot) *Control Stations- As required, Make: Schneider/Reputed (1 lot) *Electrical Field Items- Includes Sensors & Reflectors, Isolators, Beacon & Sounder, etc., Make: Reputed (1 lot) *Cables & Accessories-As required, Make: LAPP/Polycab/Finolex (1 lot) *Cables & Accessories-As required, Make: LAPP/Polycab/Finolex (1 lot) *Cable Tray &Accessories- As required, Make: Reputed (1 lot) *Software-As required (1 job) 4 Installation, Testing and Commissioning for both Departure and Arrival Baggage Handling System. 5 Under VehicleScanning System (UVSS):Providing, Supplying, installation, Commisioning and testing ofUnder VehicleScanning System, to enable inspection ofany vehicle’sunderside through a static composite image of the vehicle, as per the details given below:- TheUVSSmust be of Indianorigin,withregards toitsdesign, development,&manufacturingandtheoriginalequipment manufacturer (OEM) should preferablybe an Indian, ISO-9001 certified company. The quoted OEM’sUVSS brandshould have at leastfifty (100) ormoresuchreferences anywherewithinIndia.A listofsuch references must be furnished. The UVSS should produce multiple angular view ofhigh resolution 3D COLOR imagesofthe complete under-bodyofany vehicle passing over it using dual Area-scan camera based technology.The UVSS shouldbecapableofhandling vehicles moving at different speeds ranging from Zero (0) to 30 Km/hr, while the morphed composite imagessocapturedbyitshouldbeautomaticallyanddynamically adjusted according to the speed ofthe vehicle using multiple induction loop based sensors.Each ofthe dual imaging cameras should be ofhigh resolution Area- scan,GigE type with XGAresolution of(1920 x1200) or above. The minimum specification of this camera to be:- i. Camera Type : Gigabit Ethernet progressive camera. ii. Sensor : CMOS XGA resolution (1920 x 1200) or better. iii. Field of View: > 135. iv. Format : GiGE Vision compliant specifications. v. Composite Image resolution of the underside : 4 megapixel. vi. Camera certification : CE vii. Camera casing ingress protection rating : IP 67 or better, duly certified by NABL accredited lab. TheUVSS shouldbecapable of producing aclearandundistorted images ofthe vehicle underside, even when a vehicle completely stops / halts over the scanning unit, i.e it must be able to produce seamless and perfect composite images ofthe underside irrespective ofstoppage or non-uniform motion of the vehicle over the scanner. TheUVSS shouldnotuseeither adigitalLine-Scancamerabased technology orany typeof analogcamerastoform composite image without any distortions or Fish-eye” effect. The UVSS shouldproducea fully scannedpre-processedready to use 3D footprint model of the vehicles undercarriage.The UVSS should producevideos ofsuspicious objects that are hard to see via single view scanning systems, including visual access to cavities and niches, areas around suspensions, below the engine areas, side wall of fuel tanks & exhaust pipes etc...... 6 K4 Bollards:Providing and supplying of K4 Bollards of Crash Rated (K4) Electro Hydraulic bollard suitable to work on 415V(3-Phase) 50Hz AC supply consisting of internal hydraulic power unit, Each bollard is individually physical tested and K4 certified by accordance certification of BSI PAS 68:2013 & IWA 14-1:2013,Bollard is made of High Tensile Carbon Steel Grade B(ASTM A1006)with sheet nominal thickness of 16-18 mm and having a diameter of 275mm mounted at a minimum height of 1000mm above ground, Rising time - 6 Sec & Lowering in 4 Sec., Impact Resistance 715000 Joule, Operating Temperature -15° C to +60° C, Protection Level IP 67, MCBF -5 Million.(Including Push Button & Remote Control.) Set of 6 Bollards. 7 Installing, Testing and Commissioning of K4 Bollards of Crash Rated (K4) Electro Hydraulic bollard. 8 Boom Barrier with Accessories:Providing and supplying of AUTOMATIC ELECTRO-MECHANICAL BOOM BARRIER, 24VDC BRUSHLESS MOTOR, WITH 6 MTR BOOM WITH RUBBER PROTECTION, REVERSE ON CONTACT, OPENING/CLOSING TIME 1.8SEC TO 6SEC, 100% DUTY CYCLE (CE / IP 65)Boom Length 3.5 MtrBoom Length 6.0 Mtr 9 Installing, Testing and Commissioning of AUTOMATIC ELECTRO-MECHANICAL BOOM BARRIER. Boom Length 3.5 Mtr, Boom Length 6.0 Mtr. 10 Tyre Killer:Providing and supplying of Automatic Tyre Killer with required accessories 6.0 mtr length, dia of 25mm, height of 150 mm, width 500mm, spacing between spikes of 100mm with Required Accessories. 11 Tyre Killer:Providing and supplying of Automatic Tyre Killer with required accessories 3.75 mtr length,dia of 25mm, height of 150 mm, width 500mm, spacing between spikes of 100mm with Required Accessories complete. 12 Installing, Testing and Commissioning of Automatic Tyre Killer with required accessories 6.0 mtr length. 13 Providing, Supplying, installation, Commisioning and testing of X-Ray Baggage Inspection SystemAccessories Included:1. Input and Output Rollers 500mm Each Side2. 3KVA Voltage Stabilizer and 3KVA UPS With 30mts Backup3. CTP and Lockable Control Desk 14 Providing, Supplying, installation, Commisioning and testing of X-Ray Baggage Inspection SystemAccessories Included:1. Input and Output Rollers 1000mm Each Side2. 3KVA Voltage Stabilizer and 3KVA UPS With 30mts Backup 3.CTP and Lockable Control Desk 15 Providing, Supplying, installation, Commisioning and testing of Door Frame Metal Detector With Battery & Traffic Light NIJ Standard 0601.02 16 Providing, Supplying, installation, Commisioning and testing of Hand Held Metal Detector. 17 Providing, Supplying, installation, Commisioning and testing of Explosive Trace Detector.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 1
Daman And Diu View Result →
33.
Road Transport and Highways #10283422 Price Bid
Tender For Short Term Maintenance Work From Ch. 142.000 To 145.100 On Nh-09 (Old Nh-125) In The State Of Uttarakhand; 1 Road Maintenance 2 Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201. (By Manual Means) 3 Hill Side Drain Clearance (Removal of earth from the choked hill side drain and disposing it on the valley side manually) 4 Cleaning of partially choked scupper and catchpit complete as directed by the Engineer-in-charge. 5 Road Property Maintenance 6 Road Delineators (Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming toIRC-79 and the drawings.) 7 Retro- reflectorised Traffic signs -Providing and fixing of retroreflectorised cautionary, mandatory and informatory sign as per IRC :67 made of Class-B Type IV retro reflective sheeting fixed over 2 mm thick Aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending onthe size of the sign fixed over back support frame of min 25 x 25 x 3mm Angle mounted on a mild steel circular pipe 65 NB ,3.2 mm thicknness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 6760 cm equilateral triangle 8 Retro- reflectorised Traffic signs -Providing and fixing of retroreflectorised cautionary, mandatory and informatory sign as per IRC :67 made of Class-B Type IV retro reflective sheeting fixed over 2 mm thick Aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3mm Angle mounted on a mild steel circular pipe 65 NB ,3.2 mm thicknness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67 80 cm x 60 cm rectangular Sign Board 9 Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. ) 10 Type - A, W : Metal Beam Crash Barrier Providing and erecting a W metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 ( if Concrete Required for Vertical post Fixing will be paid extra) 11 Excavation in foundation for retaining, breast walls etc, in all types of soils and rocksincluding 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 12 Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 ( P.C.C grade M 10) Nominal mix 1:3:6 13 Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random rubble masonry In cement mortar (1:5) 14 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) 15 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 P.C.C. grade M 20 Nominal mix (1:2:4) (For height upto 5 m) 16 Construction of K.C. type drain in M-20 grade cement concretebase slab 60 cm wide, vertical wall 40 cm wide and 15 cm thick cement concrete in proportion 1:3:6as per Drawing including supply of all material, labour, T&P etc. required for proper completion of the work. 17 Contruction of Hill side U drain in CCM-20 and covered by M.S. Frame as per detail drawing including supply of all material, labour, T &P etc. required for proper completion of the work. 18 Surface Drains in Ordinary Rock (Construction of unlined surface drain of average cross sectional area 0.4 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and to the requirement of clause 301 to 309. Excavated material to be used in embankment at site.) Mechanical Means 19 Pavement Patch Repairs 20 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes 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.) By Mechanical Means: Grading- III (Using Screening Crushable type such as Moorum or Gravel) 21 Prime Coat over WMM/WBM 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. 22 Providing and applying tack coat using VG-10 grade bitumen Over granular surfaces treated with primer @ 0.40 kg/sqm . 23 Dense Graded Bituminous Macadam-I (Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 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) 24 Tack coat using VG-10 grade bitumen Over dry and hungry bituminous surfaces @0.40 kg/sqm 25 Bituminous Concrete Grading -II (Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent 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 clause No. 507 complete in all respects) 26 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.) 27 Road Studs / Cat Eye:Providing and fixing of single mould twin shank reflective road studs of ‘category A’ Raised pavement markers made out of poly carbonate/ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values shall be as given in the detailed specifications and the product shall conform to ASTM D4280. The raised pavement marker shall also meet all the testing conditions of ASTM D4280 and fixed to the road surface using the adhesive recommended by the manufacturer. Two cylindrical Polymer Shanks of not less than 20 mm diameter and not less than 30 mm length shall be molded in the RPM body. The reflective raised pavement markers shall also confirm to the MORTH circular No RW / NH. 33023/10/ 97-DO.III and the length ,height and width of the body shall not be less than 100 mm, 15 mm and 90 mm and base of marker shall be flat within 1.3 mm and outermost faces of configuration of marker shall not deviate more than 1.3 mm from a flat surface. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. The marker shall withstand flexural strength of 909 kgf force in accordance with ASTM D4280. Marker lenses shall be moulded of Polycarbonate or methyl methecrylate conforming to ASTM D788. The area of each retro reflectory surface shall not be less than 13.0 sq.cm. The slope or retro – reflectory surface shall be 35 + 5 degree to base. Each reflector shall have a CIL not less than values specified in table 1 of MORTH Section 800 page no. 353 and should accompany two year warranty for satisfactory field performance from the manufacturer. 28 Maintenance of Earthen Shoulder (filling with fresh soil) (Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
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34.
Public Administrative Department #10259911 Price Bid
Improvements of Water Supply System in Thiruporur Town Panchayat- 1 Supply,delivery of DUCTILE IRON SOCKET/SPIGOT PIPES FOR CLASS K7 for potable water supply as per IS specification no. 8329 /2000 and as amended from time to time with ISI marking of the following sizes and for delivery at site including loading, unloading, freight stacking, conveyance to the work site etc., complete as directed by the Engineer-incharge 250mm DI S/S K7 Class Pipe 2 300mm DI S/S K7 Class Pipe 3 350mm DI S/S K7 Class Pipe 4 Supply, delivery of Ductile Iron Specials As Per IS 9523/2000includingunloading, transportation and stacking charges, conveyance to work site etc., complete as directed by the Engineer in charge. DI D/S Specials (250 mm to 300 mm) 5 DI D/S Specials (350 mm to 450 mm) 6 Supply of the following UPVC 6 KSC pipes and specials as per IS specifications for Cable complete as directed by the Engineer in charge. 50 MM UPVC 6 KSC pipe (Power Cable Cover Pipe) 7 Supplying and conveying to site, the following sizes of HDPE pipes of class PN10 (PE-100) confirming to IS:4984/1995, as specified in Technical specifications in standard lengths including labour charges for loading, unloading and stacking at site and transportation charges etc., complete as per standard specifications and as directed by the Engineer in Charge.110mm HDPE PN10 Class Pipe 8 200mm HDPE PN10 Class Pipe 9 Supply, delivery of HDPE Specials As Per IS 1736-1995includingunloading, transportation and stacking charges. Specials for HDPE pipes as per IS 8360/1977/ Part I(Reaffirmed 1992) Part II and III (Reaffirmed 2002). Reaffirmed to IS 4984-2016 conveyance to work site etc., complete as directed by the Engineer in charge. HDPEBends - 90° - PN10 Class 110mm 10 HDPEBends - 90° - PN10 Class - 200mm 11 HDPE Equal Tee - PN10 Class - 110mm x 110mm x 110mm 12 HDPE Equal Tee - PN10 Class 200mm x 200mm x 200mm 13 HDPE PN10 Class Reducer - 200mm x 110mm HDPE Reducer 14 DI D/F Gate Valves with Specials: Supply and Delivery of DI D/F Gate valves (Soft Seated) resilient seated softsealing gate valves (sluice valves) with body bonnet of ductile cast iron of gradeGGG40 or equivalent grade, wedge fully rubber lined with EPDM, replaceable spindlenut, without gland packing and with 3 O-Ring protection on the shaft and seals ofNBR and the valves should be of vaccum tight and 100% leak proof with face toface dimentions as EPR BS 5163-89/ ISI 14846-2000/ DIN 3202 F 4. All the valvesshould be with electrostatic powder coating both inside and outside with pocketless straight thro body passage. All the valves are to be compatible for burriedapplication with pressure rating PN 10/16 and Supply, delivery of Ductile Iron Specials as Per IS 9523/2000including unloading, transportation and stacking charges for fixing of valves with specials including labour charges for lowering, laying,jointing etc complete as directed by Engineer in Charge100 mm DI D/F Gate Valve PN 16 in 100mm DI main with fixing of DI Specials as per IS 9523/2000 including loading, transportation and Stacking Charges as per the following sizes as per the drawing, details of valves and specials as below100 mm DI D/F Gate Valve PN 16 - 1 No 100 D.I.Flg /skt T.P. - 1 No100 D.I.Flg /spgt T.P. - 1 No Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete - 2 Nos – 100mmJointing the C.I/ D.I-S/S pipes and specials with neat cement or cement mortar and spun yarn including caulking the joints, curing. (including cost of jointing materials)- 2 Nos- 100 mm 15 200 mm DI D/F Gate Valve PN 16 in 200mm DI main with fixing of DI Specials as per IS 9523/2000 including loading, transportation and Stacking Charges as per the following sizes as per the drawing, details of valves and specials as below 200 mm DI D/F Gate Valve PN 16 - 1 No 200 D.I.Flg /skt T.P. - 1 No 200 D.I.Flg /spgt T.P. - 1 No Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete - 2 Nos - 200 mm Jointing the C.I/ D.I-S/S pipes and specials with neat cement or cement mortar and spun yarn including caulking the joints, curing. (including cost of jointing materials)- 2 Nos - 200 mm 16 250 mm DI D/F Gate Valve PN 16 in 250mm DI main with fixing of DI Specials as per IS 9523/2000 including loading, transportation and Stacking Charges as per the following sizes as per the drawing, details of valves and specials as below 250 mm DI D/F Gate Valve PN 16 - 1 No 250 D.I.Flg /skt T.P. - 1 No 250 D.I.Flg /spgt T.P. - 1 No Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete - 2 Nos - 250 mm Jointing the C.I/ D.I-S/S pipes and specials with neat cement or cement mortar and spun yarn including caulking the joints, curing. (including cost of jointing materials)- 2 Nos -250 mm 17 300 mm DI D/F Gate Valve PN 16in 300mm DI main with fixing of DI Specials as per IS 9523/2000 including loading, transportation and Stacking Charges as per the following sizes as per the drawing, details of valves and specials as below300 mm DI D/F Gate Valve PN 16 - 1 No - 300 mm DI.Flgd Spgt T.P.-1No 300 mm DI.Flgd Skt T.P.-1No Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete - 2 Nos - 300 mm Jointing the C.I/ D.I-S/S pipes and specials with neat cement or cement mortar and spun yarn including caulking the joints, curing. (including cost of jointing materials)- 2 Nos -300 mm. 18 For Pumping Main - Gate Valve with Specials - Scour 80 mm DI D/F Gate valve for Scour in 100 mm DI main with fixing of DI Specials as per IS 9523/2000 including loading, transportation and Stacking Charges as per the following sizes as per the drawing, details of valves and specials as below100 x 100 x 80 mm D.I. D/S B/F Tee - 1 No 80 mm x 2.50 m D.I. D/F- 1 No 80 mm x 1.0 m D.I. D/F Pipe - 2 Nos 80 mm DI D/F Gate Valve - 1 No. 80 mm D.I. D/f DFoot bend - 1 No 80 mm DI D/F 90˚ Bend - 2 No Surface box - 1 No. Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete - 8 Nos - 80 mm Jointing the C.I/ D.I-S/S pipes and specials with neat cement or cement mortar and spun yarn including caulking the joints, curing. (including cost of jointing materials)- 2 Nos - 100 mm 80 mm DI Flanged / SPKT TP - 1 No Jointing the C.I/ D.I-S/S pipes and specials with neat cement or cement mortar and spun yarn including caulking the joints, curing. (including cost of jointing materials)- 1 No - 80 mm 19 100 mm DI D/F Gate valve forScour in 200 mm DI main with fixing of DI Specials as per IS 9523/2000 including loading, transportation and Stacking Charges as per the following sizes as per the drawing, details of valves and specials as below 100 x 100 x 80 mm D.I. D/S B/F Tee - 1 No 80 mm x 2.50 m D.I. D/F- 1 No, 80 mm x 1.0 m D.I. D/F Pipe - 2 Nos, 80 mm DI D/F Gate Valve - 1 No., 80 mm D.I. D/f DFoot bend - 1 No 80 mm DI D/F 90˚ Bend - 2 NoJointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete - 8 Nos - 80 mmJointing the C.I/ D.I-S/S pipes and specials with neat cement or cement mortar and spun yarn including caulking the joints, curing. (including cost of jointing materials)- 2 Nos - 100 mm 80 mm DI Flanged / SPKT TP - 1 No Jointing the C.I/ D.I-S/S pipes and specials with neat cement or cement mortar and spun yarn including caulking the joints, curing. (including cost of jointing materials)- 1 No - 80 mm 20 150 mm DI D/F Gate valve for Scour in 250 mm DI main with fixing of DI Specials as per IS 9523/2000 including loading, transportation and Stacking Charges as per the following sizes as per the drawing, details of valves and specials as below250x 250 x150 mm D.I D/S B/F Tee - 1 No 150 mm x 2.50 m DI D/F Pipe.- 1 No 150 mm x 1.00 m DI D/F Pipe - 2 Nos 150 mm DI D/F Gate Valve - 1 No 150 mm DI D/F DFoot bend - 1 No 150 mm x 1.50 m DI D/F Pipe - 1 No 150 mm DI D/F 90˚ Bend - 2 No (1 No. - 21 kg) C.I Surface box - 1 No Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete - 8 Nos - 150 mm Jointing the C.I/ D.I-S/S pipes and specials with neat cement or cement mortar and spun yarn including caulking the joints, curing. (including cost of jointing materials)- 2 Nos-150mm dia 21 200 mm DI D/F Gate Valve for Scour in 300 mm DI main with fixing of DI Specials as per IS 9523/2000 including loading, transportation and Stacking Charges as per the following sizes as per the drawing, details of valves and specials as below300x 300 x200 mm D.I. D/S B/F Tee - 1 No. 200 mm x 2.5 m D.I. D/F Pipe.- 1 No. 200 mm x 1.00 m D.I. D/F Pipe - 2 Nos, 200 mm DI D/F GateValve - 1 No, 200 mm D.I. D/F DFoot bend - 1 No, 200 mm D.I DI D/F 90˚ Bend - 2 No, C.I Surface box - 1 No,Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete - 7 Nos - 200 mmJointing the C.I/ D.I-S/S pipes and specials with neat cement or cement mortar and spun yarn including caulking the joints, curing. (including cost of jointing materials)- 1 No -200mm, Jointing the C.I/ D.I-S/S pipes and specials with neat cement or cement mortar and spun yarn including caulking the joints, curing. (including cost of jointing materials)- 2 Nos. 22 300mm For Pumping Main - Air Valve with Specials Manufacture, Supply and Delivery of Tamper proof DI single chamber double orifice, triple function (ventilating, admitting and venting during operation) air release valves with pressure range from PN 1.0 to 2.5 with body and cover made of Ductile Iron of Grade GGG 40 or equivalent grade conforming to IS 1865 with Food Grade Epoxy Powder coating(EP-P) inside and for outside of colour blue RAL 5005. All internal parts such as float, shell etc., cover bolts, made of Austenitic alloy steel of SS AISI 304/316. The float shall be made of Polytetrafluroethylene/ Austenitic alloy steel of AISI 304/316. Gaskets and seals of EPDM / Neoprene rubber for TWAD Board works anywhere in Tamil Nadu includingunloading, transportation and stacking charges.Supply, delivery of Ductile Iron Specials as Per IS 9523/2000including unloading, transportation and stacking charges for fixing of valves with specials including labour charges for lowering, laying,jointing etc complete as directed by Engineer in Charge 23 50 mm DI Single chamber Air release valve in 100 mm DI main with fixing of DI Specials as per IS 9523/2000 and GI Specials as per IS 1239/ Part II including loading, transportation and Stacking Charges as per the following sizes as per the drawing, details of valves and specials as below 100 x 100 x 80 mm DI A / F Tee - 1 No 100 mm DI Flanged Socket T.P. - 1 No 100 mm DI Flanged Spigot T.P. - 1 No 80 x 50 mm G.I. Reducer heavy - 1 No 80 mm G.I. Flange - 1 Set 50 mm G.I.Pipe - 0.15 m50 mm G.I. Flange - 1 set 50 mm DI Single chamber Air release valve - 1 No Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete - 2 Nos - 100 mm Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete - 1 No - 80 mm Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete - 1 No - 50 mm Jointing the C.I/ D.I-S/S pipes and specials with neat cement or cement mortar and spun yarn including caulking the joints, curing. (including cost of jointing materials)- 1 No -100mm dia 80 mm G.I.Pipe - 0.15 m 24 50 mm DI Single chamber Air release valve in 200 mm DImain with fixing of DI Specials as per IS 9523/2000and GI Specials as per IS 1239/ Part II including loading, transportation and Stacking Charges as per the following sizes as per the drawing, details of valves and specials as below 200 x 200 x 80 mm DI A / F Tee - 1 No 200 mm DI Flanged Socket T.P. - 2nos (1 No.- 20 kg) 80 x 50 mm G.I. Reducer Heavy - 1 No 80 mm G.I. Flange - 1 Set 50 mm G.I.Pipe - 0.15 m50 mm G.I. Flange - 1 set C.I Surface box - 1 No 50 mm DI Single chamber Air release valve - 1 No Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete - 2 Nos - 200 mm Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete - 1 No - 80 mm Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete - 1 No - 50 mm Jointing the C.I/ D.I-S/S pipes and specials with neat cement or cement mortar and spun yarn including caulking the joints, curing. (including cost of jointing materials)- 2 Nos. -200mm 80 mm DI Single chamber 25 Air release valve in 250 mm DI main with fixing of DI Specials as per IS 9523/2000 including loading, transportation and Stacking Charges as per the following sizes as per the drawing, details of valves and specials as below250 x 250 x 80 mm DI A / F Tee - 1 No. 250 mm DI Flanged Socket T.P. - 2nos (1 No.-27 kg), 80mm x 1.00 m DI D/F Pipe - 1 No, C.I Surface box - 1 No80 mm DI Single chamber Air release valve - 1 No, Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete - 2 Nos - 250 mm Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete - 2 No - 80 mm Jointing the C.I/ D.I-S/S pipes and specials with neat cement or cement mortar and spun yarn including caulking the joints, curing. (including cost of jointing materials)- 2 Nos. -250mm 26 80 mm DI Single chamber Air release valve in 300 mm DImain with fixing of DI Specials as per IS 9523/2000 including loading, transportation and Stacking Charges as per the following sizes as per the drawing, details of valves and specials as below 300 x 300 x 80 mm DI A / F Tee - 1 No 300 mm DI Flanged Socket T.P. - 2nos (1 No.-37 kg) 80mm x 1.00 m DI D/F Pipe - 1 No C.I Surface box - 1 No 80 mm DI Single chamber Air release valve - 1 No Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete - 2 Nos - 300 mm Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete - 2 No - 80 mm Jointing the C.I/ D.I-S/S pipes and specials with neat cement or cement mortar and spun yarn including caulking the joints, curing. (including cost of jointing materials)- 2 Nos. -300mm 27 80 mm DI Single chamber Air release valve in 350 mm DImain with fixing of DI Specials as per IS 9523/2000 including loading, transportation and Stacking Charges as per the following sizes as per the drawing, details of valves and specials as below 350 x 350 x100 mm D.I. A / F Tee - 1 No, 350 mm DI Flanged Socket T.P., 350 mm DI Flanged Spigot T.P. 100x80 D.I. D/F Taper, Surface box - 1 No, 80 mm DI Single chamber Air release valve, Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete - 2 Nos - 350 mm, Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete - 1 Nos - 100 mm, Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete - 1 Nos - 80 mm, Jointing the C.I/ D.I-S/S pipes and specials with neat cement or cement mortar and spun yarn including caulking the joints, curing. (including cost of jointing materials)- 2 Nos. -350mm 28 Earth work excavation and depositing on bank with an initial lead of 10m and initial lift of 2m in the following classification including other incidental charges such as barricading etc excluding refilling in hard stiff clay,stiff black cotton,hard redearth, shales, murram, gravel, stoney earth and earth mixed with small size boulder sand hard gravelly soil complete as directed by the Engineer in Charge. 250mm DI S/S K7 Class Pipe 29 300mm DI S/S K7 Class Pipe 30 350mm DI S/S K7 Class Pipe 31 110mm HDPE PN10 Class Pipe 32 200mm HDPE PN10 Class Pipe 33 Refilling with excavated soil (other than sand) complying with standard specification in layers of 15cm watered well rammed and consolidated after the pipes and specials are laid,jointed and tested etc. and removing and depositing the surplus earth complete as directed by the Engineer-in-charge. 250mm DI S/S K7 Class Pipe 34 300mm DI S/S K7 Class Pipe 35 350mm DI S/S K7 Class Pipe 36 110mm HDPE PN10 Class Pipe 37 200mm HDPE PN10 Class Pipe 38 Lowering of D.I Pipes and specials in the trenches and laying to proper grade and alignment complete as per standard specifications and as directed by the Engineer in Charge.250mm DI S/S K7 Class Pipe 39 300mm DI S/S K7 Class Pipe 40 350mm DI S/S K7 Class Pipe 41 Lowering HDPE pipes and specials to trench and laying to proper grade and alignment complete as per standard specifications and as directed by the Engineer in Charge.110mm HDPE PN10 Class Pipe 42 200mm HDPE PN10 Class Pipe 43 Lowering PVC/ DWSC rigid pipes and specials to trench and laying to proper grade and alignment, jointing with PVC couplers with cement paste complete as per standard specifications and as directed by the Engineer in Charge.50 MM UPVC 6 KSC pipe (Power Cable Cover Pipe) 44 Jointing the DI S/S pipes and specials with rubber gaskets (tyton joint) including cost of lubricants, cost of jointing materials and testing to the required pressure with water etc., complete as per standard specifications and as directed by the Engineer in Charge.250mm DI S/S K7 Class Pipe 45 300mm DI S/S K7 Class Pipe 46 350mm DI S/S K7 Class Pipe 47 Jointing HDPE Pipes and Specials by butt fusion welding / electro fusion welding joints using fusion equipment as per ISO 21307-2011 and as per IS 7634 (part-2) : 2012 including cost of hire charges for butt fusion equipment power supply arrangements etc., complete as per directed by Engineer in Charge.110mm HDPE PN10 Class Pipe 48 200mm HDPE PN10 Class Pipe 49 Testing of M.S. / C.I. / D.I / P.V.C. / H.D.P.E / pipes with hydraulic testing equipment by filling with waterand testing to recommended pressure in convenient stretches and attending the bursts if any occured during the test, excluding the cost of pipes but including other incidential and operational charges etc., complete for the following diametres of pipes.250mm DI S/S K7 Class Pipe 50 300mm DI S/S K7 Class Pipe 51 350mm DI S/S K7 Class Pipe 52 110mm HDPE PN10 Class Pipe 53 200mm HDPE PN10 Class Pipe 54 Valve Chamber :Construction of masonry valve chamber: Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrockrequiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cumPlain Cement Concrete 1:4:8using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour chargesetc., complete as per standard specification Brick work in CM 1:5(one cement & five sand) using ground moulded country bricks of size 8.75 inch X 4.25 inch X 2 3/4 inch standard specification including finishing, curing, etc., complete complying with standard specification - 100cftPlastering with cement mortar (1:3) 12 mm thick in all floors including cost and conveyance of all materials to site and labour charges etc, complete complying with standard specifications (S.I.309)RCC (M20) Precast Slab of 0.15m thickness using 20mm thick hard broken stone jelly and river sand excluding the cost of reinforcement grills and fabrication charges but including moulding, curing, finishing charges and fixing in position neatly complying with standard specification and as directed by the Departmental Engineer etc. complete-Supply and Fixing of Cut Stone Slab all faces dressed including cost and conveyance of all materials to site and including for the mixing, laying and labour chargesetc., complete as per standard specificationCI surface box at a of size 100x125x150 mm conforming to IS 3950 having hinged and weighting not less than 33 kg.The surface box shall be fixed on top of the RCC Refilling the trenches with suitable excavated earth available in layers of 150 mm thick, watering, ramming & consolidation complete as directed by the Engineer in chargecover slab during the casting of slab for key rod operation. The surface box shall be painted with 3 coats of black bitumastic paintConveyance of excess earth to a distance not exceeding 5km as directed by the Corporation Engineer including cost of loading, transportation and unloading charges etc complete (Total Earthwork Quantity - Refilling Quantity)Valve Chamber Size 2.00 m x 1.80 m x 1.30 m 55 Valve Chamber Size 1.20 m x 1.00 m x 1.20 m 56 Valve Chamber Size 1.6 m x 1.1 m x 1.4 m 57 Valve Chamber Size 1.8 m x 1.2 m x 1.6 m 58 Providing anchorage arrangements by drilling borewell using hand bore set to a dia of 4 inserting 110 MM PVC pipe, scooping of sand from the pipe and laying of concrete in PCC 1: 2: 4 including supply delivery and fixing of clamp sets to hold both water carrying and cable encasing pipe and earthwork excavation for a depth of 1.0 M before starting drilling of bore wells as per the details Earthwork excavation Above water level in light or sandy soil for infiltration gallery, syphon or connecting pipe line and connected works including shoring and strutting and charges for special tools and plants for bailing/ pumping etc., such as air compressor and helmet. Drilling of borewells of size 4 to 5 dia in sedimentary formation using hand boresets including insertion of casing pipes etc Supply of the following UPVC Pipe 6 KSc Pipe as per IS specifications 4985/2000 110mm UPVC Pipe For inserting into the drilling bore PCC 1: 2: 4 (one cement, two sand and four aggregates) using 20 MM ISS Guage HBG Stone jelly including cost of all materials at site and labour charges for mixing, laying, compacting, finishing, curing etc, complete and as directed by Department officersSupply and fabrication charges for making clampset sitable for Connecting main including cost of bending drilling holes suitable for bolts, painting one coat of red oxide etc complete and as directed by TWAD Board officers Clampset For 200 mm HDPE PN10 Pipe. Clampset For 50 mm UPVC Pipe Centre Section of 75 mm*100 mm*10 mm- 2No.T Section (1000mm*210mm*10mm-2 No.) Top Side Plates of 75 mm*210 mm*10 mm - 2No. Supply of Bolts and nuts ofsize 16 mm dia x 65 to 90 mm length fully threaded bolts and nuts with 2 Nos. 59 Disposal of surplus earth including loading & unloading, conveyance within a distance of 5 Km and spreading as directed by the Engineer in Charge. For Pipe Quantity andRoad Restoration 60 Labour charges for cutting open roads in BT / WBM for laying of water supply pipe line measurementas directed by the Engineer in Charge. 61 Dismantling concrete roads for layingpipe line excluding cost of earth work in linear measurement as directed by the Engineer in Charge. 62 P.C.C 1:4:8 (one cement, four sand and Eight coarse aggregate) using Ordinary Portland cement and 40 mm H.B.G stone including mixing concrete, laying, curing and compacting of concrete etc., complete and as directed by the engineer in charge.Below GL upto 1.5 m Depth 63 Below GL from 1.50 m upto 4.5 m Depth 64 Flooring with Plain Cement Concrete 1:4:8(one cement, Four fine aggregates and Eight coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour chargesetc., and finished with cement mortar (1:3) 12 mm thick in all floors including cost and conveyance of all materials to site and labour charges etc, complete complying with standard specifications (S.I.309) 65 P.C.C 1:2:4 (one cement, two sand and four coarse aggregate) using Ordinary Portland cement and 20 mm H.B.G stone including mixing concrete, laying, curing and compacting of concrete etc., complete and as directed by theengineer in charge. Below GL upto 1.5 m Depth 66 BARRICADING FOR PIPELINE WORKS FOR THE WSSWORK: Barricading work (Where, there is less traffic areas and broader roads etc.) for laying of pipe line using casurina poles at 1.50m center to center (8cm to 10cm dia and 1.80m height) vertical with horizontal poles in three rows including painting the vertical poles in the road facing sides with ready mix paint, tying the vertical and horizontal poles with coir rope including fixing charges and fixing 75mm dia reflectors including earth work excavation for fixing vertical posts and finally removing and stacking the materials safely for further use etc., complete and as directed by the engineer in charge. Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand,silt or other loose soil,wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depthwith intiallead and lifts and cleaning and levelling the site and refilling etc.,completeFirst Depth of 2 M 67 Earth work excavation for foundation in Soft disintegrated rock, laterite, soft rock or kankar,not requiring blasting complete and as directed by Departmental OfficersFirst Depth of 2 M 68 Depth of 0M to 2 M 69 Depth of 2 M to 3 M 70 Depth of 3 M to 4 M 71 Earth work excavation for foundation in Medium Rock and Dense Medium Rock not requiring blasting complete and as directed by Departmental OfficersSecond Depth of 2 M to 3 M 72 Providing and laying in position Standardised Concrete Mix M-20 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 325Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without impairing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of sand, but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the Engineer incharges - The Coarse and Fine aggregates to be used should comply with the requiremnents of IS staandards. (No separate payment will be made by the Department for the excess usage of materials) Below GL upto 1.50 m Height 73 Above GL Upto 4.5 m Height 74 Providing and laying in position Standardised Concrete Mix M-30 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 340Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without impairing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of Msand, but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the Engineer incharges - The Coarse and Fine aggregates to be used should comply with the requiremnents of IS staandards.Below GL upto 1.50 m Height 75 Below GL 1.50 - 4.50 M DEPTH 76 Above GL 0 -4.50 M 77 From 4.50 m to 7.32 m ht. From G.L. 78 From 7.32 m to 10.98 m ht. From G.L. 79 From 10.98 m to 14.64 m ht. From G.L. 80 From 14.64 m to 18.30m 81 From 18.3 m to 21.96m 82 Sinking of infiltration well of 4.50m internal dia and 5.40m external dia below water level including all incidental charges in light or sandy soil directed by the Engineers @ well curbincluding all labour charges etc, complete and as directed by Departmental Officers. 1st Depth of 2m 83 2nd Depth of 2m 84 3rd Depth of 2m 85 4th Depth of 2m 86 Porous concrete in CC 1:4 (One cement and four hard broken granite jelly of a size 20mm) for steining of infiltration well excluding cost of centering but including curing etc., complete and as directed by the Engineers @ well curbincluding all labour charges etc, complete and as directed by Departmental Officers. 87 Providing for cutting edge using 12G MS sheets including the cost of fabricating welding and placing in position in the curb including supply of the MS sheet. 88 Plugging the bottom of the well with coarse sand of approved sizes and grade as directed by the Board officers. Well curb triangular portion including all cost and conveyance of materials to site and all Labour charges etc, complete. (10 mm Stone) 89 Brick work in CM 1:5(One Ordinary Portland Cement (OPC) & Five Sand) using ground moulded Second Class Chamber burnt bricks of size 9 x 4 3/8 x 2 3/4standard specification including finishing, curing, etc., complete complying with standard specification and as directed by Departmental officers.Above GL Upto 4.5 m Height 90 Special ceiling plastering with CM 1:3 mix 10mm thick complying with standard specification and as directed by the Departmental Officers. 91 Plastering with cement mortar (1:5) 12 mm thick in all floors including cost and conveyance of all materials to site and labour charges etc, complete complying with standard specifications and as directed by Departmental officers. 92 Painting two coats for Exterior surface with approved Exterior Plastic Emulsion paint approved quality and colour over a priming coat, including thorough scrapping, clean removal of dirt, etc complete and including necessary plaster of paris, putty, wherever required etc, complete as per standard specification. 93 Painting two coats for Interior surface with approved Interior Plastic Emulsion paint approved quality and colour over a priming coat, including thorough scrapping, clean removal of dirt, etc complete and including necessary plaster of paris, putty, wherever required etc, complete as per standard specification. For Pump Room-Nearby 2.00 LL Proposed Sumps - 2 No. 94 Supplying, fabricating and fixing of MS Grills with Doors and Window gate (5.00 mx 1.80 m) with one Coat of Red Oxide with primer including all costs such as welding, grinding, fabrication charges cost and Conveyance at all materials to site etc.complete as per Standard Specification. 95 Painting two coats with Ready Mixed Enamel Paint in MS Grill gate (5 mx 1.80) two sleevesover the new iron works of approved quality and colour without priming coatincluding the cost all materials etc.,complete, in all Grill Works. 96 Supply, delivery fabrication and placing inposition of MS, RTS rods for reinforcement for binding ring, pilasters, roof slab and well curb including cost of binding wire etc. complete and as directed by Departmental Officers. 97 Providing steel centering using MS plate of size 90 cm x 60 cm - 13G to 10G thick welded with 25 cm x 3 mm MS angles supported with country wood scantling of size 10 cm x 6.5 cm at 50 cm c/c strutting with casuarinas props of 10 cm to 13 cm dia etc. complete and as directed by Departmental officers. Plain Surface - 0-3.30m 98 3.30m - 4.30m 99 6.30m - 7.30m 100 7.30m - 8.30m 101 10.30m - 11.30m 102 11.30m - 12.30m 103 14.30m - 15.30m 104 15.30m - 16.30m 105 Curved Surface - 0-3.30m 106 3.30m to 4.30 m 107 15.30m to 16.30 m 108 Circular Column 0-3.30m 109 3.30m-4.30m 110 4.30m-5.30m 111 5.30m-6.30m 112 6.30m-7.30m 113 7.30m-8.30m 114 8.30m-9.30m 115 9.30m-10.30m 116 10.30m-11.30m 117 11.30m-12.30m 118 12.30m-13.30m 119 13.30m-14.30m 120 14.30m-15.30m 121 Square Column- 0-3.30m 122 3.30m-4.30m 123 4.30m-5.30m 124 5.30m-6.30m 125 6.30m-7.30m 126 7.30m-8.30m 127 8.30m-9.30m 128 9.30m-10.30m 129 10.30m-11.30m 130 11.30m-12.30m 131 12.30m-13.30m 132 13.30m-14.30m 133 14.30m-15.30m 134 15.30m-16.30m 135 Supply and fixing of CI manhole cover of size 0.60 x 0.60 m with locking arrangements including the cost of RI sheet and fixing at the edges etc. complete and as directed by Department. officers. (heavy type) 136 Supply and fixing of PVC mould CI steps to be embeddedwith vertical clearance of 0.30 m c/c and horizontal clearance of 0.38 mc/c in staggered manner etc. complete and as directed by Departmental officers. 137 ProvidingGIventilating arrangementof size 0.10m and as directed by the Departmental officers Supply and delivery of 100mm GI Pipe nipple - 0.5 mSupply and delivery of 100 mm GI Pipe nipple - 0.30 mSupply and delivery of 100mm GI Tee - 1 NoSupply and delivery of 100 mm GI Bend - 2 No 138 Supplying and filling in foundation andbasement with stone dust in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification. 139 Refilling the sides of foundation with excavated earth (other than sand) in layersof 15cm thick, wateredwell rammed and consolidated etc.complete complying with standard specification removing and spreading the surplus earth at the placed shownand as directed by the dept officers. 140 Ellis Pattern flooring with 20mm thick in Cement Concrete 1:2:4 Mix using 3 to 10 mm Stone JellyChips and top surfaces rended smooth in Cement – 10m2( no sand to be used ) complete in accordance with the specification and as directed by the Departmental Officers. 141 Supply and Delivery Fabrication of MS doors and windows with outer frame and shutter frame in MS angle of size 40mm x 40mm x 6 mm with MS flat 25mm x 25mm x 6mm and MS sheet of 18 gauge including ventilating arrangements using 20mm square MS rods with locking arrangements including two coats of approved enamel paint over coat of red oxide including cost of angles, plates, sheets, fabrication charges, cost of hold fast and transportation charges etc., complete.Fully panelled double leaf Door - D - 1.00 m x 2.00m 142 Fully panelled double leaf window W1- 0.90 x 1.20m 143 Fully panelled single leaf Ventilator - V -0.45 m x 0.60 m 144 Weathering course with surki concrete by using broken brick jelly 20mm size in pure slaked lime over RCC roof slab, the proportion (being 32:12.5) for required depth of 80mm for giving required slope and thickness to roof as required, well beaten with wooden beaters, including cost of all materials, labour charges, curing etc., complete and as directed by Department Officers. 145 Finishing the top of weathering course with one course of hydraulic machine pressed tiles of size 20cm x 20cm x 2cmof approved quality using CM 1:3 mixed with crude oil 10% by weight of cement using P Sand and pointed with same oiled mortor including cost of all materials, labour charges, curing etc., complete and as directed by Department Officers. 146 Supplying and fixing of cut stones size 0.45x0.45x0.15mfor Overhead Tanks Complete as per standard specifications and as directed by departmental officers 147 Providing and fixing of RCC access ladderin RCC 1:1.5:3 (one cement, one and half sane! and three aggregates) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centering shuttering charges, mixing concrete curing etc., to required height and clear width of 4Scm consisting of two Nos. of ve~ical post of 10cm x lS cm and step slab of 2Smm x 25mm etc., complete and as directed by Deptofficers. RCC Inside Access LadderFor 2.00 LL Proposed Sump - 5.25 m 148 For 2.00 LL Proposed Sump - 2.30 m 149 For 0.60 LL OHT - 2 No - 3.80 m 150 For 1.00 LL OHT - 3.20 m 151 For 2.50 LL OHT - 3.75 m 152 For 3.00 LL OHT - 2 No - 4.25 m 153 For 2.00 LL OHT - 4.25 m 154 Providing RCC ventilator over roof slab and roof domefor Overhead Tanks Complete as per standard specifications and as directed by departmental officers (0.15 m dia) 155 Providing RCC spiral staircase as per approved design for Overhead Tanks Complete as per standard specifications and as directed by departmental officersFor 0.60 LL OHT - 2 No. 156 For 1.00 LL OHT 157 For 2.50 LL OHT 158 For 3.00 LL OHT - 2 No. 159 For 4.00 LL OHT 160 Providing RCC hand rail of 1.2 m height around the top of the roof slab with jolly workfor Overhead Tanks Complete as per standard specifications and as directed by departmental officers RCC POST 161 RCC JOLLY WORK 162 Provision for pipe connection arrangements for inlet outlet, scour and overflow etc., including cost of pipes, specials, valve, labour charge for lifting, aligning, cutting, threading etc., complete as detailed below.0.60 LL OHT - Pipe detailsInlet-∅100mmOutlet -∅125mmScour -∅80mmOverflow-∅100 mm 163 1.00 LL OHT - Pipe detailsInlet-∅125mmOutlet -∅150mmScour -∅80mmOverflow-∅125 mm 164 2.50 LL OHT - Pipe detailsInlet ∅-150mmOutlet ∅-200mmOverflow ∅-150mmScour ∅-100mm 165 3.00 LL OHT - Pipe detailsInlet ∅-200mmOutlet ∅-250mmOverflow ∅-200mmScour ∅-100mm 166 4.00 LL OHT - Pipe detailsInlet ∅-200mmOutlet ∅-250mmOverflow ∅-200mmScour ∅-150mm 167 Labour charges for Painting Emblem in accordance with the size and specifications as approved by the Board on the Service Reservoirs including cost of all consumables, one coat of base paint, scaffolding charges on the Service Reservoirs. 168 Supply, delivery and fixing of enameled water level indicator of approved design and pattern (graduation in metric system) with required all accessories as directed by Departmental Officers. 169 Supply and delivery of Open well Submersible pump set conforming to IS 14220 /2002 and as amended thereafter and BEE 3 Star Rated capable of discharging the following duties due to all causes. The pump shall be with stainless steel shaft and dynamically balanced bronze mixed type impeller, CI FG 200 grade casing and brass screws and rotor shall be of copper rod as per IS 613/1984 with ISI mark. The pump suitable for installation in sump with 1.1KV grade 3 core suitable copper flat submersible cable to a length of 15m with necessary cable joints. The non-return valve located at the top of the pump in the discharge outlet connection is to be designed with minimum friction.The pump should be directly coupled to 2880 RPM, three phase, 50 Hz (±5), 415V+6% & 415V-15% squirrel cage induction motor suitable for DOL upto 5 HP , Fully AutomaticAir break Star Delta up to 20 HP and Auto Transformer starter for above 20 HPstarting and for continuous operation, complete as directed by Departmental Officers.605 LPM x 30 M - 5 HP Head for 6 Proposed Infiltration Wells 170 Supply and delivery of Horizontal split casing centrifugal pump conforming to IS 1520 and as amended thereafter with CI casing and split glands, stainless steel shaft, hydraulically and dynamically balanced bronze impellers capable of discharging required quantity of water against a total head noted below due to all causes and with the accessories such as G.M air release cock, Grease cup, G.I priming funnel, M.S lifting hook, drip water G.I pipe connections, leading to the outside of pump house rubber water deflector, double flap foot valve, G.M strainer including unique tyre type coupling, common M.S fabricated base to mount pump and motor and other standard fittings etc complete. Pump shall be capable of discharging the specified quantity at the head noted at the minimum NPSH at site conditions. The shut off head shall be atleast 25% over and above the head at duty point. The pump shall be suitable for operation in AC three phase, 415 V, 50 Hz, 1500 RPM.complete as directed by Departmental Officers. 2830 LPM x 40 M Head - 33 HP @ Intermediate Sump 171 2830 LPM x 35 M Head - 29 HP @ Vallipuram Headworks 172 Supply and delivery of AC three Phase 4 pole Horizontal squirrel cage Induction motor confiriming to IS 325/1996 and as amended thereafter with Class F insulation to suit the speed of pump and suitable for operation with continous S1 rated, 415 V +/- 10 %, 50 HZ +/- 5%, TEFC (upto 20 HP), SPDP (above 20 HP). The motor offered should be of energy efficient motors. 2830 LPM x 40 M Head - 33 HP @ Intermediate Sump 173 2830 LPM x 35 M Head - 29 HP @ Vallipuram Headworks 174 Supply and delivery of Fully Automatic Auto Transformer Starter suitable for the motor offered. Floor mounting type air/ oil cooled Auto Transformer Starter with tapings at 50%, 65%, 80%, housed in robust steel chamber with arc and main contacts confirming to IS 8544 Part IV and as amended therafter for operation in AC three Phase 50 Hz (+/- 5%), 415V (+/- 10%) with the following components, under voltage release with no volt coil, over load relay with dash pot arrangements, single phasing preventor, LED ON/ OFF switches, Mounted Ammeter, Earth leakage relay, contactor assembly suitable for next standard KW rating, in coming and out going cable entry provisions, transformer tank including first filling of oil etc. 2830 LPM x 40 M Head - 33 HP @ Intermediate Sump 175 2830 LPM x 35 M Head - 29 HP @ Vallipuram Headworks 176 Supply and delivery of direct online starter confirming to IS13947, IEC60947-1 and as amended thereafter with suitable KW rating for operation in AC/Three Phase/50HZ(± 5%) and 415 V(±10%) including Ammeter, Voltmeter, Thermal Overload relay, 16 Amps 2 pole Magnetic Contactor with under Voltage protection, Indication lamp, starting capacitor, running capacitor and On/Off Push button switches, 5 way connector, wiring with 1 sq. mm/1.5 sq. mm copper PVC insulated cable, powder coated vermin proof box including the capacitor (the cost of capacitor is to be taken separately). 605 LPM x 30 M - 5 HP Head for 6 Proposed Infiltration Wells 177 Supply and delivery of Power capacitor for power factor improvement with oil filled with discharge resistance 3 phase 415 / 440V 50 HZ conforming to ISS with ISI marking complete as directed by Departmental Officers. 178 Providing TWIN CI EARTHING as per IS 3043/1987 and Latest amendments, complete, as directed by Departmental Officers.For above 25-60 HP installation 179 Supply and delivery of L.T. Cables 1.1 KV Grade Armoured Aluminium conductor cross linked Poly Ethylene insulated PVC sheathed cables confirming toIS 7098 (Part I)/1988with ISI marking, complete and as directed by Departmental OfficersFor Proposed Sump - 2.00 LL at Vallipuram Headworks and Intermediate Location - 2 No.3 Core 4 Sq.mm LT Cable 180 3 Core 16 Sq.mm LT Cable 181 3 Core 70 Sq.mm LT Cable 182 Supply and delivery of PVC INSULATED AND SHEATHED 3 CORE FLAT TYPE COPPER CABLE CONFORMING TO IS 694/1990 AND AS AMENDED THEREAFTER complete and as directed by Departmental Officers.3 Core 10 Sq.mm PVC Insulated and Sheathed Cable 183 Laying of Electrical Cables in trenches inside the pump room or in air, complete. and as directed by Departmental Officers. 184 JOINTING OF XLPE INSULATED AND SHEATHED 3 CORE FLAT TYPE COPPER CABLE CONFORMING TO IS 694/1990 AND AS AMENDED THEREAFTER and as directed by Departmental Officers.3 Core 10 Sq.mm PVC Insulated and Sheathed Cable 185 Jointing of L.T.Cables 1.1 KV Grade Armoured Aluminium conductor cable confirming to IS 1554/ Part 1 with ISI marking, complete. and as directed by Departmental Officers.3 Core 4 Sq.mm LT Cable 186 3 Core 16 Sq.mm LT Cable 187 3 Core 70 Sq.mm LT Cable 188 Labour charges for the erection of submersible pump set in bore well / openwell including fixing and jointing submersible cable with proper clamps upto the starter to required depth and also fixing of riser pipes to the required depth valves erection clamps, pressure gauges upto the exterior wall of pump room and erection of panel board consisting of TPICN switches starter, Voltmeter, Ammeter, three pilot (indicating) lamps capacitor single phasing preventor, water level guard and laying and jointing the cables and twin earthing as per IE rules etc., complete and testing the pumpset and trail run for 10 days complete and as directed by DepaUpto 5 HPrtmental Officers. 189 Labour Charges for erection of Horizontal shaft, centrifugal pumpset (Coupled/Monoblock) in bore well/Open well including fixing of suction pipe and foot valve upto a maximum depth of 7 metres and delivery pipes to the required length with valves, pressure gauges upto the exterior wall of pump room and erection of panel board consisting of TPIC switches starter, Voltmeter, Ammeter, Capacitor single phasing preventor and laying and jointing the cables and twin earthing as per IE rules including providing bed blocks etc., complete and operating the pumps and trial run for 10 days including signing of completion of reports complete and as directed by Departmental Officers.Above 30 HP to 40 HP 190 Above 20 HP to 30 HP 191 Supply and Delivery of Horizontal Three Phase Distribution Board with MCBS 4 way / 6 way / 8 way / 12 wayTPMCB sheet steel distribution boards Flush type / Surface type fitted with Bus bars and Neutral links with single/ three phase MCB outgoings and separate 4 way provision for accommodating one No. 4 pole incoming MCB / Isolator and another separate 4 way provision for accommodating one No. 4 pole ELCB / RCD with label holder and provisions for taking up cable for size not less than 35 sq.mm. completewith Metal door cover with IP 42 protection as directed by TWAD Board Officers - Legrand (MDS)/ HAGER (L&T) -4 ways 3 Phase DB .(TWAD SOR 4.XVIII 1 pg 231)605 LPM x 30 M - 5 HP Head for 6 Proposed Infiltration Wells 192 Supply and delivery of floor mounting type weather, vermin and dust proof powder coated M.V. cubical panel board of 14 SWG M.S. Sheet and MS angle iron frame work with enclosed copper busbar 4 Nos. of required current carrying capacity with all internal wiring as per I.E. Rules,. The design of panel board should facilitate for quick operation of all switches from the front side. The panel board should be completed with all internal wiring including necessary twin copper earthing arrangements and consists of the components for controlling incoming and outgoing supply, complete and as directed by Departmental Officers. 250 Amps MCCB with Thermo Magnetic Release 4 Pole to control the incoming load from EB supply to Panel Board 193 250 AmpsMCCBwith Thermo Magnetic Release 3 Pole to control outgoing supply to the pumpsethead with interlocking 194 MCB 240 V/415 V 50HZ AC SUPPLY Triple Pole 63 A, 10 KA (Higher End ) to control outgoing supply to Vaccuum Pumpset 195 MCB 240 V/415 V 50HZ AC SUPPLY Triple Pole 63 A, 10 KA (Higher End ) to control outgoing supply to capacitor bank 196 MCB 240 V/415 V 50HZ AC SUPPLY Triple Pole 63 A, 10 KA (Higher End ) to control outgoing supply to lighting load 197 Pumproom Wiring Wiring with 1.5sq.mm(22/0.3) PVC INSULATED SINGLE CORE MULTI STRAND FIRE RETARDANT FLEXIBLE COPPER CABLE WITH ISI MARK CONFORMING TO IS 198 Supply and Delivery of BOX TYPE SINGLE FLUORESCENT FITTING WITH COPPER CHOKE AND CONDENSOR COMPLETE WITH ISI MARK- 4 Ft. 40 Watts Box type with Ballast (Philips/Crompton / Wipro / Equivalent) complete and as directed by Departmental Officers. 199 Supply and Delivery of FLUORESCENT TUBULAR LAMPS WITH ISI MARK - Cool Day light 4 Ft. 40 Watts complete and as directed by Departmental Officers. 200 Supply and Delivery of Plug and Sockets- 5 Amps /15 amps.3 pin flush type wall socket only, complete and as directed by Departmental Officers. 201 Supply and Delivery of Plug and Sockets- 15 Amps 3 pin Top, complete and as directed by Departmental Officers. 202 AC Chargeable Emergency Lamp 2 x 11W PL Lamp with all connected accessories 203 Supply and Delivery of Led outdoor fittings -48 Watts LED Focus light with LED fittings, complete and as directed by TWAD Board Officers. 204 Supplyanddeliveryoffollowingsetoftoolsmountedon ateakwoodtoolBoard to befixedonthewall of the pumproom, complete and as directed by Departmental Officers. DE Spanner set 6 to 32 Jhalani Make or equivalent 205 Rings spanner set 6 to 32 Jhalani Make or equivalent 206 200mm Screw Driver 825 Taparia Make or equivalent 207 300mm Screw Driver 829 Taparia Make or equivalent 208 800gm Ball Pane Hammer with Handle Taparia Make 209 Pipe Wrench 14” Jhalani Make or equivalent 210 Pipe Wrench 24” Jhalani Make or equivalent 211 6” Chain wrench best India make or equivalent 212 Supplyanddeliveryoffollowingsafety appliances, complete and as directed by Departmental Officers.Electrical gloves tested to 11 KV /22 KVwith wooden box dusted with french chalk powder 213 Wooden First Aid Box 214 Laminated shock treatment chart 215 Fire Buckets-4 Nos made out of 40 x 40 x 6 mm MS Angle 216 Fire Extinguisher Co2, 4.5 kg. confirming to TAC Norms 217 Supply and delivery of Change over switches complete and as diected by Departmental Officers. 63 Amps 3 phase 500 Volt 4 poleto the pumpset 218 400 Amps 3 phase 500 Volt 4 poleto the pumpset 219 Supply , delivery and fixing of GI/CI D/F pipes and specials for providing pipe connection for the pumpset, complete and as directed by Departmental Officers.100 mm DI D/F Pipe from Suction Side to 100 mm Diameter Gate Valve, Reflux Valve in Delivery Side to 200 mm Outlet with necessary specials and joints For Proposed Infiltration Wells - 6 No.SUCTION SIDE SUCTION SIDE 100 mm X 2 M DI. D/F PIPE- 6 Nos 100 mm DI.D/F 90 DEG BEND- 2 Nos 100 mm X 0.3 M DI. D/F PIPE- 2 Nos DELIVERY SIDE 100 mm DI D/F Gate Valve - 2 Nos 100 mm DI D/F Non - Return Valve - 2 Nos 100 mm X 0.3 M DI. D/F PIPE-2 No.) 100 mm DI.D/F 90 DEG BEND- 1 No 100 mm X 0.3 M DI. D/F PIPE- 1 No.) 100 mm x 100 mm x 100 mm DI.A/F TEE- 1 Nos 100 mm X 1 M DI. D/F PIPE- 1 No. 100 mm DI.D/F 90 DEG BEND- 1 Nos 100 mm X 2.0 M DI. D/F PIPE- 1 Nos 100 mm DI.D/F 90 DEG DUCKFOOT BEND- 2 No 100 mm to 200 mm DI.D/F Eccentric Enlarger - 1 No Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS- 638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete. - 100 mm - 24 No. 220 200 mm Inlet, 80mm Overflow, 250 mm DI D/F Pipe from Suction Side to 250 mm Diameter Gate Valve, Reflux Valve in Delivery Side to 300 mm Outlet with necessary specials and joints For Proposed Sump - 2.00 LL at Vallipuram HeadworksInlet Side 200 mm DI. D/F DUCK FOOT BEND- 6 No. 200 mm x 3 M DI. D/F PIPE-6 No. 200 mm DI.D/F 90 DEG BEND- 6No. 200 mm x 1 M DI. D/F PIPE- 6 No. 200 mm DI.D/F 90 DEG BEND- 6No. 200 mm x 5 M DI. D/F PIPE-6 No. (Slotted) 200 mm DI. Bellmouth- 6No. Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1(2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete. -200 mm - 42 No. Overflow Side 80 mm DI.D/F 90 DEG BEND- 1No. 80 mm x 1 M DI. D/F PIPE- 1 No. Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1(2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete. - 80 mm - 1 No. SUCTION SIDE 300 mm DI.DUCK FOOT BEND- 2 Nos 250 mm x 5 M DI. D/F PIPE- 2 Nos 250 mm DI.D/F 90 DEG BEND- 2 Nos 250 mm x 5 M DI. D/F PIPE- 2 Nos DELIVERY SIDE 250 mm DI D/F Gate Valve - 2 Nos 250 mm DI D/F Non - Return Valve - 2 Nos 250 mm DI.D/F 90 DEG BEND- 1 No 250 mm X 0.3 M DI. D/F PIPE- 1 No.) 250 mm x 250 mm x 250 mm DI.A/F TEE- 1 Nos 250 mm DI D/F Electomagnetic Flow Meter - 1 Nos 250 mm x 1 M DI. D/F PIPE- 1 No. 250 mm to 300 mm DI. D/F Eccentric Enlarger - 1 No. 300 mm DI Flanged Spigot T.P - 1 No. Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1(2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete. -250 mm - 16 No. Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1(2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete. - 300 mm - 1 No. 221 300 mm Inlet, 80mm Overflow, 250 mm DI D/F Pipe from Suction Side to 250 mm Diameter Gate Valve, Reflux Valve in Delivery Side to 350 mm Outlet with necessary specials and jointsFor Proposed Sump - 2.00 LL at Intermediate Location Inlet Side 300 mm DI. D/F DUCK FOOT BEND- 1 No. 300 mm x 3 M DI. D/F PIPE- 1 No. 300 mm DI.D/F 90 DEG BEND- 1No. 300 mm x 1 M DI. D/F PIPE-1 No. 300 mm DI.D/F 90 DEG BEND- 1No. 300 mm x 5 M DI. D/F PIPE- 1 No. (Slotted) 300 mm DI. Bellmouth-1 No. Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1(2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete. -300 mm Overflow Side 80 mm DI.D/F 90 DEG BEND- 1No. 80 mm x 1 M DI. D/F PIPE- 1 No. Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1(2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete. - 80 mm - 1 No. SUCTION SIDE 300 mm DI.DUCK FOOT BEND- 2 Nos 250 mm x 5 M DI. D/F PIPE- 2 Nos 250 mm DI.D/F 90 DEG BEND- 2 Nos 250 mm x 5 M DI. D/F PIPE- 2 Nos DELIVERY SIDE 250 mm DI D/F Gate Valve - 2 Nos 250 mm DI D/F Non - Return Valve - 2 Nos 250 mm DI.D/F 90 DEG BEND- 1 No 250 mm X 0.3 M DI. D/F PIPE- 1 No.) 250 mm x 250 mm x 250 mm DI.A/F TEE- 1 Nos 250 mm DI D/F Electomagnetic Flow Meter - 1 Nos 250 mm x 1 M DI. D/F PIPE- 1 No. 250 mm to 350 mm DI. D/F Eccentric Enlarger - 1 No. 350 mm DI Flanged Spigot T.P - 1 No. Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1(2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete. -250 mm Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1(2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete. - 350 mm 222 2T capacity hand operated over head Travelling (HOT) crane suitable for a span upto 6 Mtrs, and travel length upto 10 Mtrs. with clear lift upto 6 Mtrs. including gear type chain pulley block with GI chain and geared Travelling trolley complete with all accessories including girdercomplete as directed by Departmental Officers. 223 Supply and delivery of 150mm dia Pressure Gauge and Vaccum guage including all accessories as per specification (For Suction and Delivery to be mounted on wall on Teak Wood Board) complete as directed by Departmental Officers. 224 Supply and delivery ofLT/LTCT METERING BOX as per IE rules and TANGEDCO norms-Up to 50HP/37 KW (which includes LT meter panel board, 6 Nos. suitable fuse carriers).
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 2
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35.
Drinking Water Supply and Sanitation #10236715 Price Bid
Augmentation Cum Reorganization Of Aapni Yojana Phase I Churu Bisau Feeder Water Supply Project Including 10 Years O And M District Churu.- 1 Part A : Cost Estimate For Pipeline Works 2 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 Taking Out The Excavated Soil And Depositing And Refilling Of Jhiri With Watering & Ramming And Disposal Of Surplus Excavated Soil As Directed With In A Lead Of 50 Meter.All Kinds Of Soils 3 75 Mm Dia 4 90 Mm Dia 5 110 Mm Dia 6 125 Mm Dia 7 140 Mm Dia 8 160 Mm Dia 9 180 Mm Dia 10 200 Mm Dia 11 225 Mm Dia 12 100 Mm Dia 13 150 Mm Dia 14 200 Mm Dia 15 250 Mm Dia 16 300 Mm Dia 17 Providing, Lowering, Laying In Trenches, Aligning, Fixing In Position And Jointing Ductile Iron ( Di ) Isi Marked K-7 Grade S&S Pipes As Per 15:8329-2000 ( Amended Upto Date ) , With Internal Cement Mortar Lining Suitable For Potable Water With Rubber Ring ( Epdm ) Joints As Per Is: 5382- 1985 Including All Taxes ( Central And Local ) , Transportation And Freight Charges, Inspection Charges, Loading / I.I Unloading Charges, Including Cost Of Labour And Material, Specials ( Tee, Bend Etc. ) Satisfactory Hydraulic Testing, Disinfection Etc. Complete As Per Technical Specifications And Direction Of Engineer-In Charge. ( Excluding Earth Work ) Note : Providing And Fixing Of All Requisite Specials As Per Drawing, Design And Layout Are Inclusive In Rm Measurement Of The Item And Shall Not Be Paid Separately. 18 100 Mm Dia 19 150 Mm Dia 20 200 Mm Dia 21 250 Mm Dia 22 300 Mm Dia 23 Providing, Lowering, Laying In Trenches, Aligning, Fixing In Position And Jointing Ductile Iron ( Di ) Isi Marked K-9 Grade S&S Pipes As Per 15:8329-2000 ( Amended Upto Date ) , With Internal Cement Mortar Lining Suitable For Potable Water With Rubber Ring ( Epdm ) Joints As Per Is: 5382- 1985 Including All Taxes ( Central And Local ) , Transportation And Freight Charges, Inspection Charges, Loading / I.I Unloading Charges, Including Cost Of Labour And Material, Specials ( Tee, Bend Etc. ) Satisfactory Hydraulic Testing, Disinfection Etc. Complete As Per Technical Specifications And Direction Of Engineer-In Charge. ( Excluding Earth Work ) Note : Providing And Fixing Of All Requisite Specials As Per Drawing, Design And Layout Are Inclusive In Rm Measurement Of The Item And Shall Not Be Paid Separately. 24 150 Mm Dia 25 Providing, Lowering, Laying And Jointing In Trenches, Standard Lengths Hdpe Pe- 80 Pn-6 Isi Marked Pipes As Per Is-4984:1995 ( Ammended Upto Date ) With Neccessary Jointing Material Like Mechanical Connectors, I.E. Thread / Insert Joint / Quick Release Coupler Joint / Compression Fitting Joint Or Flanged Joint And Specials Jointing Pipe By Butt Fusion / Electro Fusion Welding Method, Including All Taxes, Transportation And Freight Charges, Inspection Charges, Loading / Unloading Charges, Stacking Of Pipes, Including Cost Of Labour And Material, Specials ( Tee, Bends Etc. ) , Satisfactory Hydraulic Testing, Disinfection Etc. Complete As Per Technical Specifications And Direction Of Engineer-In-Charge Of Following Class And Diameter. ( Excluding Earthwork ) 26 75 Mm Dia 27 90 Mm Dia 28 110 Mm Dia 29 125 Mm Dia 30 140 Mm Dia 31 160 Mm Dia 32 180 Mm Dia 33 200 Mm Dia 34 225 Mm Dia 35 Providing, Lowering, Aligning, Fixing In Position And Jointing In Pipe Line, Combination Air Release Valve Kinetic Type With Single Chamber Housed Double Orifice And Have 3 Functions, Large Air Exhaust, Small Air Venting And Large Air Intake During Vacuum Of Pipeline Of Approved Makes Of Following Pressure Rating And Dia And As Per Following Specifications:Governing Standard - Awwa C512 , Body And Bonnet Of Ductile Cast Iron Of Grade Ggg40 / Ggg50 As Per Din 1693 Or Gr Sg-400 / 12 As Per Is 1865, Float & Internal Trim: Aisi 304 Stainless Steel, Seat Ring & Gasket - Epdm / Nbrdrilled As Per Is:1538. Electrostatic Epoxy Powder ( Ep-P ) / Fusion Bonded Epoxy ( Non-Toxic & Suitable For Drinking Water ) Coated With Minimum Thickness Of 250 Micron Applied On Body & Coverinside And Outside Fasteners - Cs / Galvanised Steel , Outlet Of Big Orifice Will Have A Screen To Prevent Tamper Of Float, Big Orifice Size Should Be Equal Or Larger Than The Inlet Flange Bore, For Fully Comply With Awwa C512. ) , Valve Including All Material, Labour, Testing And Commissioning As Per Technical Specifications And As Per Direction Of Engineer In Charge.Note: Rates Are Exclusive Of Connecting Tee, Pipe Piece And Earth Work. 36 50 Mm Dia 37 Construction Of Air Valve Pillar For Fixing Of Air Valves 38 Providing, Lowering, Aligning, Fixing In Position In Pipe Line At Work Site, Di D / F Resilient Seated ( Soft Seated ) Sluice Valves ( Gate Valves ) , Vacuum Tight ( Bubble Tight ) , Straight And Pocket Less Body Passage Of Approved Make Of Following Class & Dia Complete Confirming To Bs-En-1171 / Awwa C-509 And Of Following Specifications: Body & Bonnet Of Ductile Cast Iron Of Grade Ggg40 / Ggg50 As Per Din 1693 Or Gr Sg-400 / 12 As Per Is 1865 Or Equivalent Grade As Per Is :3896-Part2-1985 And Subsequent Revisions, Wedge Of Same Material As Body & Shall Vulcanisedrubber Lined With Epdm ( Food Grade Quality ) And Seals Of Nbr Face To Face Dimensions As Per Bs 5163-89 / Is 14846 / 2000 ( Amended Up To Date ) / Din 3202 F4, Stem / Spindle Of Ss ( Aisi 316 Or Equivalent ) Electrostatic Epoxy Powder ( Ep-P ) / Fusion Bond Epoxy ( Non-Toxic- Suitable For Drinking Water ) Coated With Minimum Thickness Of 250 Microns Inside And Outside, Drilled As Per Is 1538. Nut-Bolt Confirming To Is:1363 And Is: 1367 ( Galvanised Steel ) Insersion Rubber Of Black Epdm 6Mm Thick. Suitablesupport Structure As Per Directions Of Eic, Sluice Valves Including All Jointing & Jointing Material, Labour, Testing And Commissioning Along With Pipe Line As Per Technical Specifications And As Per Direction Of Engineer-In-Charge. Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work.Manually Operated Resilient Seated Sluice Valves Of Class Pn 1.0 / 1.6 39 100 Mm Dia 40 150 Mm Dia 41 200 Mm Dia 42 Providing, Lowering, Aligning, Fixingin Positionin Pipeline, Cid / Fsluicevalvesof Approved Make Of Following Pressure Rating & Dia Complete, Confirming To Is:14846 ( Amended Up To Date ) And Of Following Specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand Wheel Of Grey Cast Iron Of Is:210 / Fg200stem - Ss 304 , Body Seat Ring, Wedge Facing Ring & Bushes - Ltb2 / Ss, Face To Face Dimensions As Per Is 14846 / 2000 ( Amended Up To Date ) , All Exposed Machined Ferrous Surfaces Shall Be Painted With One Coat Of Aluminium Red Oxide Primer Conforming To Is:5660 And Two Coats Of Black Japan Paint Conforming Totype B Of Is 341Or Paint Conforming To Is9862 Or Is2932 ( Non-Toxic- Suitable For Drinking Water ) Applied Inside And Outside, Flanges Drilled As Per Is 1538.Nut-Bolt Confirming To Is:1363 And Is: 1367 / Cs / Galvanised Steel.Insersion Rubber Of Black Epdm 6Mm Thick . Suitablesupport Structure As Per Directions Of Eic. Sluice Valves Including All Jointing & Jointing Material, Labour, Testing And Commissioning Along With Pipe Line As Per Technical Specifications And As Per Direction Of Engineer-In-Charge. Manually Operated Ci Sluice Valves Of Class Pn 1.0 Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work. 43 80 Mm Dia 44 100 Mm Dia 45 125 Mm Dia 46 150 Mm Dia 47 200 Mm Dia 48 250 Mm Dia 49 300 Mm Dia 50 Cosntruction Of Valve Chamber For Sluice Valves, Flow Control Valve And Butterfly Valve As Per Approved Drawing And Specifications To The Satisfaction Of Engineer-In-Charge 51 Type - A ( 80 Mm To 100 Mm Dia ) 52 Type - B ( 125 Mm To 200 Mm Dia ) 53 Type - C ( 250 Mm To 350 Mm Dia ) 54 Construction Of Village Transfer Chamber As Per Approved Design, Drawing & Specification Given For Material Of Construction And Completion Of All Works Of Installation Of Sluice Valves, D.Joints, C.I. Pipes, Specials ( Excluding Supply ) Etc. Complete In All Respect To Achieve The Work As Given In The Scope Of Work. 55 Providing, Lowering, Laying, Aligning, Fixing In Position And Jointing Ci Dismantling Joint ( Suitable For Sluice Valves Etc. ) As Per Is Specifications Complete Of The Following Sizes Including All Jointing Material, Cost Of All Labour, Testing And Commissioning As Per Technical Specifications And As Per Direction Of Engineer. 56 100 Mm Dia 57 150 Mm Dia 58 200 Mm Dia 59 250 Mm Dia 60 300 Mm Dia 61 Construction And Commissioning Of Rcc Intze Type Over Head Service Reservoir Of Following Capacity And Staging As Per The Scope Of Work And Technical Specifications, Consisting Of The Following Main Activities: - 62 A ) Topographic Survey, Preparation Of Site Contour Plan, Conducting Sbc Testand Its Approval From Departmentbefore Construction. Submission And Approval Of Concrete Mix Design And Water Quality Test Report For Water To Be Used In Construction. B ) Excavation In All Types Of Soil, Pcc Below Foundation, All Rcc Work, Plinth Protection All Around The Structure Including All Material, Labour, Shuttering, Scaffolding Etc.C ) Ohsr Shall Be Provided With Adequate Plinth Protection All Around The Structure In A Width Starting From Edge Of Structure At Gl And Extending At Least Up To 1.0M Beyond The Edge Of Outer Most Projection Of Ohsr.The Plinth Protection Shall Consist Of 150Mm Thick Pcc In M-15 Grade Concrete Laid Over 150Mm Thick Layer Of Compacted Soil.D ) Providing And Applying Two Coats Of Food Grade Epoxy Paint On The Inside Surface On The Top Dome, Edge Beam And 600 Mm Height Of The Vertical Wall.E ) Conducting Successfully Hydro Test And Water Tightness Test As Per I.S. Code.F ) Providing And Applying Three Coats Of Anti-Carbonation Paint On The Top Surface Of The Top Dome.G ) Providing And Applying Three Coats Of Cement-Based Paint On The External Surface Of The Container, Balcony, Cone Wall, Columns & Beams Etc..H ) Providing And Fixing Ss-304 Ventilator, Ss 304 Manhole Frame And Cover And Ss-304 Ladder From Top Dome / Slab To Bottom Dome / Slab Inside Container. I ) Providing And Fixing Of Ms Section Ladder From The Last Landing To Balcony Having Railing All Around It And Ms Ladder With Safety Cage From Balcony To Top Dome / Slab.J ) Providing And Fixing Water Level Indicator ( Float Type ) . 63 K ) Providing And Fixing Of Hand Railing All Around The Balcony, Top Dome And Staircase Consisting Of 25Mm Diameter Class-B Gi Pipe In Two Rows And 1000 Mm High, 50X50x6mm Angle Iron Vertical Post At A Maximum Spacing Of 1500Mm Centres.L ) All Ms Parts To Be Painted With Two Coats Of The Enamel Paint Over The Primer Coat Of Red Oxide.M ) Providing And Fixing Of 150Mm Wide Pvc Water Bar For The Construction Joints In The Container ( Vertical Wall & Cone Wall ) .N ) Providing One Aluminium Portable Ladder Of Appropriate Length To Access First Landing ( 3.5 To 4.5M Above Gl ) From Ground.O ) Lighting Arrestor Consisting Of Providing And Fixing Of 2 Nos.Of Chemical Earthing And Connecting It To The Conical Cover Of Ss Ventilator With Two Separate Gi Strips Of 50Mmx3mm.P ) Ci / Di Puddle Collar Shall Be Fixed In The Bottom Dome / Slab For Connecting Inlet, Outlet, Overflow And Washout Pipe Of The Reservoir.Q ) Painting The Name Of The Scheme And Other Details On The Reservoir, And Any Other Work Related To Structure As Per The Directions Of Engineer-In- Charge, Technical Specification And Scope Of Work.R ) Inlet, Outlet, Overflow, Washout Pipes And Valves Are Not Included In This Work, Provision For The Same Shall Be Taken Separately. 64 Rates For Rcc Ohsr, Sbc 10 T / Sqm, Seismic Zone-Ii & Staging 18 M 65 100 Kl 66 150 Kl 67 Rates For Rcc Ohsr, Sbc 10 T / Sqm, Seismic Zone-Ii & Staging 20 M 68 100 Kl Each ( 100 X 2 Nos. ) 69 200 Kl Each ( 200 Kl X 3 Nos. ) 70 Providing And Fixing Double Flanged Isi Marked Di Class K-9 Pipes As Per Is:8329-2000 ( Amended Up To Date ) , As Vertical Pipes For Rcc Reservoirs Including Specials Required Such As Duck Foot Bend, Bend, Tee Etc. Providing Clamps At Every 3 Mtr, Jointing Materials Such As Nuts, Bolt, Rubber Packing, Hydraulic Testing Etc. Complete In All Respect Up To And From Valve Chamber As Per Direction Of Eic, Technical Specification And Scope Of Work. 71 100 Mm Dia 72 150 Mm Dia 73 200 Mm Dia 74 Construction Of Boundary Wall Of Brick / Stone Masonary As Per Enclosed Ga Drawing, Scope Of Work And Technical Specifications Complete Work In All Respect. Brief Details Of Boundary Wall Parameter Is As Below:1. Depth Of Foundation- 900 Mm.2. Pcc In M-10, Width -900 Mm And Thickness 100 Mm, 3. Section Of Foundation Above Pcc W-600 Mm, D-450Mm, W- 450Mm, D-450 Mm.4. Superstructure Work: Stone Masonary W-300, Height-1650 Mm, / Brick Work W-230 Mm, Height- 1650 Mm.5. Cement Mortar Pointing On Stone Masonary And Cement Mortar Plaster 20 Mm Thick On Brick Masonary In Cm 1:6.6. Expansion Joint Shall Be On Every 30 Mtr.7. On Top Of Wall There Shall Be Cc Coping 75 Mm Thick ( 1:2:4 ) Shall Be Provided.8. Pillar For Main Gate 350X350 Mm In Size Is Part Of Boundary Wall.9. Cement Paint Of Approved Colour In 3 Coat Shall Be Done. 75 Providing And Fixing Steel, Gate, Grating And Grills Made Of Angles, Tees, Square Bars, Flats Or Black Pipe With Hold Fast And Fitting Complete As Per Design And Drawing Including Cutting Welding And Fabrication With Priming Coat Of Red Oxide And Two Coat Of Enamal Paints. 76 Dismantling Of Cement Concrete Pavement For Pipe Lineand Chambers By Mechanical Means Using Pneumatic Tools, Cutting The Peripheral Edge By Cc Cutter, Breaking To Pieces Not Exceeding 0.02 Cum In Volume And Stock Piling At Designated Locations And Disposal Of Dismantled Materials Up To A Lead Of 1000 Meters. Measurement For Dismantled Trench To Be Madeas Per Standard Trench Width Specified In Tender Document And No Extra Payment Shallbe Made For Trench Width More Than Specified, Re-Handling Of Material / Earth To Complete The Tasks As Per Technical Specification And Scope Of Work. 77 Providing And Laying In Position Cement Concrete M10 Grade Nominal Mix 1:4:8 ( 1 Cement : 4Coarse Sand : 8 Graded Stone Aggregate 40 Mm Nominal Size ) In Base Course Complete Including All Material, Labour, Machinery, Lighting, Guarding For Road Restoration Work In Trenches Of Pipe Line And Chamber Work. Measurement For Cc Work To Be Madeas Per Standard Trench Width Specified In Tender Document And No Extra Payment Shall Be Made Be Made For Trench Width More Than Specified, Complete Work As Per Technical Specification And Scope Of Work. 78 Providing And Laying In Position Cement Concrete In Specified Grade Over Prepared Base Course Complete Including Finishing, Curing, All Material, Labour, Machinery, Lighting, Guarding For Road Restoration Work In Trenches Of Pipe Line And Chamber Work. Measurement For Cc Work To Be Madeas Per Standard Trench Width Specified In Tender Document And No Extra Payment Shall Be Made Be Made For Trench Width More Than Specified, Complete Work As Per Technical Specification And Scope Of Work. M20 Grade Nominal Mix1: 1.5: 3 ( 1 Cement : 1.5 Coarse Sand : 3 Graded Stone Aggregate 20Mm Nominal Size ) . 79 Dismantling Of Flexible Pavement For Pipe Lineand Chambers By Mechanical Means Using Pneumatic Tools, Breaking To Pieces Not Exceeding 0.02 Cum In Volume And Stock Piling At Designated Locations And Disposal Of Dismantled Materials Up To A Lead Of 1000 Meters. Measurement For Dismantled Trench To Be Madeas Per Standard Trench Width Specified In Tender Document And No Extra Payment Shall Be Madefor Trench Width More Than Specified, Re-Handling Of Material / Earth To Complete The Tasks Per Technical Specification And Scope Of Work. 80 Bituminous Courses 81 Granular Courses 82 Provision For Restroration Of Bitumen Road After Laying & Jointing Pipe Line As Per Direction Of Engineer In Charge 83 Provision Forrestoration Of Wbm Road Cutting As Per Specifications. 84 Total Length Of Canal Corssing During Laying Of Pipe At Various Locations 85 Providing Service Connection As Per Technical Specification And Standard Drawing As Per Relevant Is Code ( Ammended Up To Date ) From All Kind Of Water Mains Up To Consumer Meter / Premises ( Complete Job ) . This Job Includes Digging Out Suitable Size Of Pits And Trench For Laying Service Line In All Kinds Of Soil Including Demolishing Of Cement Concrete, Wbm, Black Top Etc. Of All Thickness; Cutting Of Cc Road / Jhiri By Using A Concrete Cutter Machine; Depositing And Refilling Of Pit & Jhiri Watering And Ramming / Compacting In Layers And Disposal Of Surplus Excavated Soilas Directed With In A Lead Of 50 Meter; Providing And Fixing Of All Fitting Duty Approved In Accordance With Iso / Dtr 9080 As Per Specification For Portable Water Including Approved Make Of Ms / Pvc Clamp With Saddle Piece, Gunmetal Ferrule 4.0 Mm ( Isi Make ) , Valve ( Is: 778 ) And Specials With Mdpe Pipe Pe 80 Pn 12.5 As Per Iso 4424 Below Ground Level And P&F Gi Pipe 15 Mm Dia Class B ( Isi Mark ) Above Ground Level In The Premises For Fixing Tap ( Max. Length2.0 Mtr. ) , P&F A 15 Mm Bib Cork With Foam Flow Chrome Plated With Complete Brass Body Including Brass Handle Having Good Quality With Wt 300 To 325 Gm, Including Accessories With Flushing , Cleaning, Disinfecting And Testing Of Pipeline Complete Required For Making Of Service Connection Complete In All Respect Including Labour Charges. In Addition To The Ferrule, An Orrifice Of 4.0Mm Dia Should Also Be Provided In The Service Line At The Entry Pointy Of ConsumerS Property In Such A Way That It Should Be Accessible For Inspection To Vwsc, Phed And Any Other Authority Which Woyld Like To Inspect As And When Required. The Service Line Should Be Laid Atleast 45 Cm Below Ground Level, Except In Case Of Concrete / Bituminous Raods Where Minimum Depth Shall Be 20Cm. For Details Specifications Of Mdpe Pipes Please Refer Technical Specifications Of Bid Document. General Specifications Of Mdpe Pipes Shall Be As Under: The Raw Material Shall Be Virging Pe 80 Blue Compound And Comply With The Requirement Of Iso / Directive Of Testing Material : 9080 With Minimum Required Strength Of 8 Kg / Sq.Cm. ; The Raw Material Shall Be Food Grade Quality ; Ressure Rating Shall Be 12.5 Bar ; The Pipes Shall Bear Iso Marking 86 Removing& Re-Fixing Of Precast Concrete Interlocking Blocks By Manual, Stacking Of Serviciable & Non Serviceable Material Separately. Disposal Of Dismantled Material Lead Up To 50 Mtr. The C.C. Interlocking Paving Blocks Be Laid On Average 25 Mm Thick Bed Of Coarse Sand And The Joints To Be Filled With Fine Sand. Laying Procedure On Compacted Sub Base As Defined. Complete Job Is To Be Executed As Per The Directions Of Engineer In Charge. The Rates To Be Inclusive Of Fixing Of Minimum 70 Percent Reusable Precast Concrete Interlockingblock And Cost Of Required New Precast Concrete Interlocking Block Against Damaged, Including Alllead And Lift As Per Technical Specifications. ( Interlocking Blockmanufactured By Fully Computerized Automatic Stationery Hydraulic Vibro Pressed Machine & Full Computerized Automatic Batching Plant Of Class A-1 As Per Bs:6717-2001. Tensile Splitting Strength And Breaking Load As Per Bs: 6717-2001Colour: Grey Cement Natural Colour. Variation In Dimension : Less Than 1.6 Mm Variation In Thickness: Less Than 3.2 Mm ) 80 Mm Thick 87 Add Extra Over Item No 1.21 & 1.22 For Providing20 Mm Pe80 Pn 16 As Per Iso 4427 Mdpe Pipe Including Excavation, Providing, Laying & Jointing Of Service Line Above 5.00 Mtr. 88 Supply Laying And Pushing Of Ms Casing Pipe Of Specified Thickness Approved By Concerned Department Authority By Trenchless Method Adopting Any Suitable Technology Below Ground At Required Depth Under Running Traffic Condition As Per Highway / Railway Standard Including Carrying Out Survey Work At The Job Site For Determining Underground Cable Trenches Like Telephone, Cable, Water & Sanitary Lines And Resistivity Test For Finding The Soil Strata Using Necessary Equipments For Completion Of Works, Mobilizing Of Machineries And Specialized Crew At The Job Site Complete In All Respect, Including Excavation Of Driven Pit And Exit Pit ( Up To 3 Meter Depth ) With Proper Protection At These Sites With Shoring Sheets And Ismb. Providing Ms Cutting Edges For Front Shield And Constructing Thrust Bed At Designated Level. Necessary Dewatering And Providing Concrete Foundation At The Base Of The Driven Pit, Pvc / Rubber Saddle As Per The Requirement Of Highway / Railway Authority, Crane For Handing Of Pipe And Any Other Machinery, Tools, And Tackles Required, Construction Of Temporary Works As Per Design, Drawing And Method As Per Approved Byauthority Specification And The Direction Of The Engineer.Apply Corrosion, Resistant, Protection On Inside And Outside Of Casing Pipeas Per Technical Specification. 89 300 Mm Dia 8 Mm Thick Casing Pipe With Protective Coating. 90 Part B : Pump House & Cwr 91 Fabrication, Supply Of Flanged / Plain Ended Ms Pipe Made From Ms Sheet Strips Of Relevant Is Specification Of Approved Thickness By Welding, Lowering, Laying, Aligning, Fixing In Position At All Level / Depths In Trenches Complete Excluding Flanged Jointing Wherever ( Required ) Including All Material, Labour, Testing And Commissioning Along With Pipe Line As Per Technical Specifications And As Per Direction Of Engineer. 92 Ms Pipe Upto 600 Mm Dia ( With Minimum 5Mm Thickness Sheet 93 Ms Pipe Above 600Mm Dia ( With Minimum 6.3Mm Thickness Sheet ) 94 Providing, Lowering, Aligning, Fixing In Position In Pipe Line At Work Site, Di D / F Resilient Seated ( Soft Seated ) Sluice Valves ( Gate Valves ) , Vacuum Tight ( Bubble Tight ) , Straight And Pocket Less Body Passage Of Approved Make Of Following Class & Dia Complete Confirming To Bs-En-1171 / Awwa C-509 And Of Following Specifications: Body & Bonnet Of Ductile Cast Iron Of Grade Ggg40 / Ggg50 As Per Din 1693 Or Gr Sg-400 / 12 As Per Is 1865 Or Equivalent Grade As Per Is :3896-Part2-1985 And Subsequent Revisions, Wedge Of Same Material As Body & Shall Vulcanisedrubber Lined With Epdm ( Food Grade Quality ) And Seals Of Nbr Face To Face Dimensions As Per Bs 5163-89 / Is 14846 / 2000 ( Amended Up To Date ) / Din 3202 F4, Stem / Spindle Of Ss ( Aisi 316 Or Equivalent ) Electrostatic Epoxy Powder ( Ep-P ) / Fusion Bond Epoxy ( Non-Toxic- Suitable For Drinking Water ) Coated With Minimum Thickness Of 250 Microns Inside And Outside, Drilled As Per Is 1538. Nut-Bolt Confirming To Is:1363 And Is: 1367 ( Galvanised Steel ) Insersion Rubber Of Black Epdm 6Mm Thick. Suitablesupport Structure As Per Directions Of Eic, Sluice Valves Including All Jointing & Jointing Material, Labour, Testing And Commissioning Along With Pipe Line As Per Technical Specifications And As Per Direction Of Engineer-In-Charge. Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work.Manually Operated Resilient Seated Sluice Valves Of Class Pn 1.0 / 1.6 95 100 Mm Dia 96 125 Mm Dia 97 150Mm Dia 98 200 Mm Dia 99 250 Mm Dia 100 300 Mm Dia 101 450 Mm Dia 102 500 Mm Dia 103 600 Mm Dia 104 700 Mm Dia 105 900 Mm Dia 106 Providing, Lowering, Laying, Aligning, Fixing In Position And Jointing Ci Dismantling Joint ( Suitable For Sluice Valves Etc. ) As Per Is Specifications Complete Of The Following Sizes Including All Jointing Material, Cost Of All Labour, Testing And Commissioning As Per Technical Specifications And As Per Direction Of Engineer. 107 100 Mm Dia 108 125 Mm Dia 109 150 Mm Dia 110 200 Mm Dia 111 250 Mm Dia 112 300 Mm Dia 113 450 Mm Dia 114 500 Mm Dia 115 600 Mm Dia 116 900 Mm Dia 117 1000 Mm Dia 118 Cosntruction Of Valve Chamber For Sluice And Butterfly Valves As Per Approved Drawing And Specifications To The Satisfaction Of Engineer-In-Charge 119 Valve Chamber ( 80 Mm To 100 Mm Dia ) 120 Valve Chamber ( 500 To 600 Mm ) 121 Providing, Lowering, Aligning, Fixing In Position In Pipe Line, Di D / F Resilient Seated ( Soft Seated ) Short Body Pattern Type Double Eccentric Butterfly Valves Of Approved Make Of Following Class & Dia Complete Confirming To Bs En 593 / Bs 5155 / Is 13095 / 1991 Amendedup To Date And Of Following Specifications: Body, Disc And End Cover Of Ductile Cast Iron Of Grade Ggg40 / Ggg50 As Per Din 1693 Or Gr Sg-400 / 12 As Per Is 1865 Or Equivalent Grade As Per Is :3896-Part2-1985 And Subsequent Revisions, Face To Face Dimensions As Per Din 3202 F4 / Is 13095Drilled As Per Is:1538. Electrostatic Epoxy Powder ( Ep-P ) / Fusion Bonded Epoxy ( Non-Toxic & Suitable For Drinking Water ) Coated With Minimum Thickness Of 250 Micron Applied On Both Body And Disc Inside And Outside. Disc Seal Ring Of Epdm / Neoprene ( Food Grade Quality ) And Disc Seal Retaining Ring Of Ss / Cs. Shaft Of Ss- Aisi- 304 / 316 & Shaft Bearings-Bronze / Ptet Or Teflon With Epdm / Nbr O Ring Seal, Nut-Bolt Confirming To Is:1363 And Is: 1367 ( Galvanised Steel ) Insersion Rubber Of Black Epdm 6Mm Thick. Suitablesupport Structure As Per Directions Of Eic Including Jointing & Jointing Material, Labour, Testing And Commissioning Along With Pipeline As Per Technical Specification & As Per Direction Of Engineer-In-Charge.Class Pn 1.6, Motorised Operatednote: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work. 122 100 Mm Dia 123 150 Mm Dia 124 250 Mm Dia 125 450 Mm Dia 126 500 Mm Dia 127 600 Mm Dia 128 Providing, Lowering, Laying, Aligning, Fixing In Position And Jointing In Pipe Line, Di Dual Plate Check Valves Of Pn 1.6 Rating Of Following Dia ( Including Jointing And Jointing Material ) , Including All Material, Labour, Testing And Commissioning As Per Technical Specifications And As Per Direction Of Engineer. 129 100 Mm Dia 130 125 Mm Dia 131 150 Mm Dia 132 250 Mm Dia 133 450 Mm Dia 134 500 Mm Dia 135 Providing, Lowering, Laying, Aligning, Fixing In Position And Jointing In Pipe Line, Di Dual Plate Check Valves Of Pn 1.0 Rating Of Following Dia ( Including Jointing And Jointing Material ) , Including All Material, Labour, Testing And Commissioning As Per Technical Specificationsand As Per Direction Of Engineer. 136 600 Mm Dia 137 Providing And Fixingat Site With Necessary Packing, Horizontal Centrifugal Split Casting Pumps With 4 Poleinduction Motor As Per Is 12615: 2011 Or Amended Up To Date , Ci Casing And Casing Ring, Ss 316 Impeller, Ss 410 Shaft And Shaft Sleeve, Coupling Guard, Common Base Plate, Foundation Bolts, Cement Concrete Foundation Etc. Complete With All Respect As Per The Specification And Scope Of Work And Direction Of Engineer In Charge Of Following Range Of Duty Conditions.Note: Duty Condition Of Required Pump Shall Also Be Mentioned In Boq 138 295.08 Lps, 59 M Head 139 295.08 Lps, 80 M Head 140 274.12 Lps, 61 M Head 141 Providing And Fixingat Site With Necessary Packing, Horizontal Centrifugal Split Casting Pumps With 4 Poleinduction Motor As Per Is 12615: 2011 Or Amended Up To Date , Ci Casing And Casing Ring, Ss 316 Impeller, Ss 410 Shaft And Shaft Sleeve, Coupling Guard, Common Base Plate, Foundation Bolts, Cement Concrete Foundation Etc. Complete With All Respect As Per The Specification And Scope Of Work And Direction Of Engineer In Charge Of Following Range Of Duty Conditions.Note: Duty Condition Of Required Pump Shall Also Be Mentioned In Boq. 142 25.79 Lps, 70 M Head 143 26.83 Lps, 75 M Head 144 15.14 Lps, 79 M Head 145 Providing, Installation, Testing And Commissioning Of Centrifugal Monoblock Pump Set Conforming To Is 9079 Operating At Sync. Speed 2900 Rpm With Requisite Moc Impeller, Priming Funnel, Cock, Suitable Flanges At Suction And Delivery Side. Pump Shall Have Common Shaft For Pump And Motor. Motor Shall Be Suitable For Working On 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply. Motor Shall Be Tefc Type And Pump Set Shall Be Suitable For Working At Various Discharge And Head Requirements As Per Scope Of Work. Pump Shall Be Erected Onc.C. Foundation / Cross Channels / Rsj Frame Block With Suitable Foundation Bolts Grouted In C.C. Foundation Block Etc. Complete In All Respect As Perspecification, Scope Of Work And Direction Of Engineer In Charge Of Following Power Rating, Suitable For Prescribed Duty Conditions Mentioned In Td. 146 19.31 Lps, 41M Head 147 20.62 Lps, 54 M Head 148 9.93 Lps, 78 M Head 149 26.15 Lps, 44 M Head 150 18.46 Lps, 62 M Head 151 9.39 Lps, 73 M Head 152 Supplying, Erecting, Testing & Commissioning Of Electrically Operated Travelling Crane ( Eot ) .Main Girder & End Carriage Fabricated From Rollled Steel Section, Gear Box For All Motion, Electro Magnetic Friction Disc Type Brakes, All Safety Limit Switches, Lt Wheels En 9, Double Flanged 4No, With Sq. Cage Motor Of Adequate Rating ( Kw ) , Duly Painted Mechanical Cleaning And One Coat Of Primer And Two Coat Of Synthetic Paint And As Per The Direction Of The Engineer. 153 Span 7 M 6 Mtr. Lift 154 Providing, Lowering, Aligning, Fixing In Position In Pipe Line, Ci D / F Sluice Valves Of Approved Make Of Following Pressure Rating & Dia Complete, Confirming To Is:14846 ( Amended Up To Date ) And Of Following Specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand Wheel Of Grey Cast Iron Of Is:210 / Fg200 Stem - Ss 304 , Body Seat Ring, Wedge Facing Ring & Bushes - Ltb2 / Ss , Face To Face Dimensions As Per Is 14846 / 2000 ( Amended Up To Date ) , All Exposed Machined Ferrous Surfaces Shall Be Painted With One Coat Of Aluminium Red Oxide Primer Conforming To Is:5660 And Two Coats Of Black Japan Paint Conforming Totype B Of Is 341Or Paint Conforming To Is9862 Or Is2932 ( Non-Toxicsuitable For Drinking Water ) Applied Inside And Outside, Flanges Drilled As Per Is 1538.Nut-Bolt Confirming To Is:1363 And Is: 1367 / Cs / Galvanised Steel.Insersion Rubber Of Black Epdm 6Mm Thick . Suitable Support Structure As Per Directions Of Eic. Sluice Valves Including All Jointing & Jointing Material, Labour, Testing And Commissioning Along With Pipe Line As Per Technical Specifications And As Per Direction Of Engineer-Incharge.Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work.Manually Operated Ci Sluice Valve Of Class Pn-1.0 155 100 Mm Dia 156 600 Mm Dia 157 Providing And Fixing Double Flanged Isi Marked Di Class K-9 Pipes As Per Is:8329-2000 ( Amended Up To Date ) , As Vertical Pipes For Rcc Reservoirs Including Specials Required Such As Duck Foot Bend, Bend, Tee Etc. Providing Clamps At Every 3 Mtr, Jointing Materials Such As Nuts, Bolt, Rubber Packing, Hydraulic Testing Etc. Complete In All Respect Up To And From Valve Chamber As Per Direction Of Eic, Technical Specification And Scope Of Work. 158 100 Mm Dia 159 600 Mm Dia 160 700 Mm Dia 161 Design & Construction Of Clear Water Reservoirs Of Required Capacity At Following Places, Including Its Piping, Fittings, Etc Complete In All Respect As Per The Scope Of Work & Specifications Given In The Tender Document At The Following Places & Sizes . 162 Tps / Cps Bhaleri 163 Design, Manufacturing And Supply Of Batch Type Electro Chlorinator Of Capacity As Per Requirement Of Site 164 Part : C Repair Works 165 Repair Of Valves From Karamsana To Bhaleri 166 Providing, Lowering, Aligning, Fixing In Position And Jointing In Pipe Line, Di Body Flanged End Tamper Proofkinetic Air Valve Of Approved Makes Of Following Pressure Rating And Dia And As Per Following Specifications: Governing Standard - Awwa C512 / Is:14845:2000 ( Amended Up To Date ) Body, High Pressure Cover , Low Pressure Cover, Cowl Andjoint Support Ring - Ductile Cast Iron Of Grade Ggg40 / Ggg50 As Per Din 1693 Or Gr Sg-400 / 12 As Per Is 1865, Float- Lp Ball & Hp Ball : Aisi 304 Stainless Steel, Seat Ring & Gasket - Epdm / Nbr , Hp Orifice & Hp Orifice Plug : Bronze / Ss , Bush: Bronze , Flanges As Per Is / Bs, Drilled As Per Is:1538. Electrostatic Epoxy Powder ( Ep-P ) / Fusion Bonded Epoxy ( Non-Toxic & Suitable For Drinking Water ) Coated With Minimum Thickness Of 250 Micron Applied On Body & Coverinside And Outside .Fasteners - Cs / Galvanised Steel, Outlet Of Big Orifice Will Have A Screen To Prevent Tamper Of Float, With Di Metal Seated D / F Non Rising Stem. Sluice Valves As Per ( Is: 14846 Amendedupto Date ) Pn 1.6 Ratings. Valves Including All Material, Labour, Testing And Commissioning As Per Technical Specifications And As Per Direction Of Engineer In Charge. Note: Rates Are Exclusive Of Connecting Tee, Pipe Piece And Earth Work. ( Class Pn 1.6 ) 167 150 Mm Dia 168 200 Mm Dia 169 Providing, Lowering, Aligning, Fixing In Position In Pipe Line At Work Site, Di D / F Resilient Seated ( Soft Seated ) Sluice Valves ( Gate Valves ) , Vacuum Tight ( Bubble Tight ) , Straight And Pocket Less Body Passage Of Approved Make Of Following Class & Dia Complete Confirming To Bs-En-1171 / Awwa C-509 And Of Following Specifications: Body & Bonnet Of Ductile Cast Iron Of Grade Ggg40 / Ggg50 As Per Din 1693 Or Gr Sg-400 / 12 As Per Is 1865 Or Equivalent Grade As Per Is :3896-Part2-1985 And Subsequent Revisions, Wedge Of Same Material As Body & Shall Vulcanisedrubber Lined With Epdm ( Food Grade Quality ) And Seals Of Nbr Face To Face Dimensions As Per Bs 5163-89 / Is 14846 / 2000 ( Amended Up To Date ) / Din 3202 F4, Stem / Spindle Of Ss ( Aisi 316 Or Equivalent ) Electrostatic Epoxy Powder ( Ep-P ) / Fusion Bond Epoxy ( Non-Toxic- Suitable For Drinking Water ) Coated With Minimum Thickness Of 250 Microns Inside And Outside, Drilled As Per Is 1538. Nut-Bolt Confirming To Is:1363 And Is: 1367 ( Galvanised Steel ) Insersion Rubber Of Black Epdm 6Mm Thick. Suitablesupport Structure As Per Directions Of Eic, Sluice Valves Including All Jointing & Jointing Material, Labour, Testing And Commissioning Along With Pipe Line As Per Technical Specifications And As Per Direction Of Engineer-In-Charge. Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work. 170 Manually Operated Resilient Seated Sluice Valves Of Class Pn 1.0 / 1.6Sectional Valves 171 150 Mm Dia 172 200 Mm Dia 173 900 Mm Dia With Gear 174 Providing, Lowering, Aligning, Fixing In Position And Jointing Ms Dismantling Joint Fabricated Steel ( Suitable For Sluice Valves Etc. ) As Per Is Specificationscompleteofthefollowingsizesincludingall Jointing Material, Costofalllabour, Testingandcommissioningand As Per Technical Specifications And Direction Of Engineer In-Charge. Class Pn 1.0 / 1.6 175 900 Mm Dia 176 Construction Of Valve Chamber As Per Approved Drawing And Specification Of Engineer In Charge 177 Type G Size Up To 800Mm To 900 Mm 178 Major Repair Of Pmc Office Building, Residential Buildings At Pmc Campus, All Work Civil, Electric, Water Supply, Road, Drainage Cleaning, Horticulture, Etc. Complete 179 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 Taking Out The Excavated Soil And Depositing And Refilling Of Jhiri With Watering & Ramming And Disposal Of Surplus Excavated Soil As Directed With In A Lead Of 50 Meter.All Kinds Of Soils 180 Random Rubble Stone Masonary For Foundation And Plinth In Cement Sand Mortar Above 30 Cm. Thick Wall In : 181 Cement Mortar 1:6 ( 1-Cement:6-Sand ) . 182 Brick Work With F.P.S. Bricks Of Class Designation 75 Infoundation And Plinth In: 183 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 184 Repair To Brick Masonary In Cement Sand Mortar With Taking Out Of Deceayed From Wall And Replaceing With New Briks.Cement Sand Mortar 1:6. With New Brick. 185 Repairs To Plaster Of Thickness 12Mm To 20Mm In Patches Of Area 2.5 Sq. Metres And Under Including Cutting The Patch In Proper Shape, Raking Out Joints And Preparing And Plastering The Surface Of The Walls Complete Including Disposal Of Rubbish To The Dumping Ground Within 50 M Lead : With Cement Mortar 1 :4 ( 1 Cement : 4 Fine Sand ) 186 Repair To Stone Masonary In Cement Sand Mortar 1:6 With Old And New Stone. 187 Cutting Jhiri Above 75Mmx75mm And Below 150X150 Mm Etc. And Making Good. 188 Scraping Old Surface And Redoing Lime Loi Or Sandla. 189 Renewing Glass Panes, With Puty And Nails Wherever Necessary: 190 5.5 Mm Thick Plain Glass Panes. 191 Renewing Glass Panes With Wooden Fillets Wherever Necessary: 192 5.5 Mm Thick Plain Glass Panes. 193 Providing And Fixing 16 Mm M.S. Fan Clamps Of Standard Shape And Size In R.C.C. Slab / Stone Slab Roofing Including Cutting Chase And Making Good And Painting Exposed Portion Of The Clamps Complete: 194 In Existing Roof. 195 Guniting Damaged R.C.C. Slab, Beams And Columns For Strengthening With Cement Sand Mortar 1:2 ( 1-Cement:2-Sand ) Including Preparing The Surface, Making V Shaped Joints, Cleaning The Reinforcement Bars With Jet Of Potable Water And Drying With Compressed Air, Including Cost Of Centering And Shuttering And Finishing To Match The Existing Surface Etc. Complete, Including Provided M.S. Welded Mesh To Gauge 25 Mm X 25 Mm Framing With Average Thickness Of 25 Mm. 196 Chopping Loose And Cracked Concrete To Required Depth, Cleaning The Exposed Surface Of Steel And Concrete With Wire Brush And Sand Blasting, Clening With A Jet Of Water / Air As Necessary And Getting It Dried With Compressed Air Including All Scaffolding: 197 Depth 50 Mm To 75 Mm. 198 Depth 75 Mm To 100 Mm. 199 Repairofdoor, Windowshuttersincludingcostofmaterialandlabourforchangeofdamaged : 200 Style / Rail Of Teak Wood 30Mm Thick / Aluminium Section 201 4Wide 202 6 Wide 203 Panel By 204 Shuttering Ply - 9Mm Thick ( Commercial ) 205 Wire Gauge 14 Mesh X 24 Gauge 206 Plain Glass Panes 4Mm Thick 207 Aldrop Of Mild Steel 208 12 Long X12mm Dia 209 8 Long X 10Mm Dia 210 Stopper Of Aluminium With 211 Single Rubber Gutka 212 Double Rubber Gutka 213 Door Springs Of Mild Steel 214 Steel Hinges 215 For Wooden Chowkhat 3 Size. 216 For Wooden Chowkhat 4 Size 217 For Stone Chowkhat , 4Size 218 Mild Steel Tower Bolt 6 Long 219 Steel Locking Bolt 220 Steel Handle 6 Size 221 Providing And Laying In Position Cement Concrete Including Curing Compaction Etc. Of Specified Grade Excluding The Cost Of Centering And Shuttering =All Up To Plinth Level 222 M15 Grade Nominal Mix 1: 2: 4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stoneaggregate 20Mm Nominal Size ) . 223 M10 Grade Nominal Mix 1: 3: 6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stoneaggregate 20Mm Nominal Size ) . 224 Making Plinth Protection 50Mm Thick Of Cement Concrete 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggre -Gate 20 Mm Nominal Size ) Over 75Mm Bed Of Dry Brick Ballast 40Mm Nominal Size Well Rammed And Consolidated And Grouted With Fine Sand Including Finishing The Top Smooth. 225 Providing And Laying In Position Specified Grade Ofcement Concrete For Rcc Structural Elements Upto Floor Five Level Including Curing, Compaction, Finishing With Rendering In Cement Sand Mortar 1:3 ( 1 Cement: 3 Coarse Sand ) And Making Good The Joints And Cost Of Plastizers ( If Required ) Excluding The Cost Of Centering, Shuttering And Reinforcementfor Walls ( Any Thickness ) Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts And Struts Etc. M20 Grade Nominal Mix / Design Mix 226 Centering & Shuttering With Plywood Or Steel Sheets Including Strutting, Propping Bracing Both Ways With Steel Propsand Removal Of Formwork For Upto Floor Five Level For : 227 Suspended Floors, Roofs, Landings, Staircases, Balconies, Girders, Cantilevers, Bands , Coping, Bed Plates, Anchor Blocks, Sills, Chhajjas Lintel, Beam Etc. 228 Providing And Fabricating Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding ( Including Cost Of Binding Wire ) All Complete Up To Floor Five Level. 229 Hot Rolled Deformed Bars ( Is : 1139 ) . 230 Plaster On New Surface On Walls In Cement Sand Mortar 1:6 Including Racking Of Joint Etc. Complete Fine Finished: 231 20 Mm Thick. 232 Providing And Fixing Expanded Metal Mesh Of Size 20X60 Mm And Strands 3.5 Mm Vide 1.6 Mm Thick Weighing 3.64 Kg. Per Sqm. For Encasing Ofrolledsteel Sections In Beams, Columns And Grillages Excluding Cost Of Hangers. 233 Brick Work With F.P.S. Bricks Of Class Designation 75 In Superstructure Above Plinth Level Upto Floor V Level In All Shapes And Sizes In : 234 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 235 Half Brick Masonry In Superstructure , Above Plinth Level Upto Floor Fivelevelusing F.P.S. Bricks Of Designation 75 236 Cement Mortar 1:4 ( 1-Cement:4-Coarse Sand ) . 237 Brick Work In Partition In Super Structure Upto Five Storey 7Cm. Thick ( Brick On Edges ) Using F.P.S. Bricksof Class Designation 75 In : 238 Cement Mortar 1:4 ( 1-Cement:4-Coarse Sand ) . 239 Supplying And Fixing Machine Cut And Polished Stone Shelves, Tands And Sills In Cm 1:3 With Machine Cut Edges: 240 Sand Or Other Approved Stone 25 Mm Thick. 241 Sand Or Other Approved Stone 35 Mm Thick. 242 Sand Or Other Approved Stone 50 Mm Thick. 243 Kota Stone 25 To 30 Mm Thick. 244 Providing And Fixing Granite Stone Slab Mirror Polished And Machine Edge Cut In Walls, Pillars, Steps, Shelves, Sills, Counters. Floors Etc. Laid On 12Mm ( Av. ) Thick Base Of Cement Mortar 1:3 Jointing With White Cement Mortar 1:2 ( 1 White Cement: 2 Marble Dust ) With Pigment To Match The Shade Of The Marble Slab Complete Including Grinding, Rubbing And Polishing Of: 245 Jhunjhunu / Jalore ( Red / Choclate Colour ) 246 Above 3601 Cm2 Slabs 247 Providing And Laying Vitrified Floor Tiles In Different Sizes ( Thickness To Be Specified By The Manufacturer ) With Water Absorption’S 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. 248 Size Of Tile 60X60 Cm 249 Providing And Fixing Ist Quality Ceramic Glazed Wall Tiles 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 Skiriting, 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 @ 3.3 Kg Per Sqm Including Pointing In White Mixed With Pigment Of Matching Shade Complete. 250 Category - I : Kajariya, Jhonson, Orient, Somani Make Etc. 251 Providing & Fixing In Cement Sand Mortar 1:4 Single Paitam ( Rebated ) Stone Doors Windows And Ventilator Frames Of Approved Quarry : 252 Size 100X75mm. 253 Size 125X100mm. 254 Providing And Fixing In Cm 1:4 Double Paitam ( Rebated ) Stone Door Window And Ventilator Frames Of Approved Quarry : 255 Size 125 X 100Mm. 256 Providing And Fixing External Grade Board Solid Core Single Leaf Flush Door Shutters Isi 2202-67 Marked Using Phenol Formal, Dehydreresin In Glue Both Sides With Approved Steel Fittings Complete As Per Annexure ‘A’ 257 30 Mm Thick Shutter 258 Commercial Veneer Both Side 259 Decorative Teakveneer One Side 260 Providing And Fixing Fully Paneled Double Leaf Shutter For Doors As Per Approved Design And Drawing With Approved Ordinary C.P. / Oxidized Steel Fittings As Per Annexure – A’ And Width Of Styles & Top Rails Of 100Mm And Lock Rails Width Of 150Mm And Bottom Rails Of 200Mm Width Including Teak Wood Beading Of Size 19Mmx12mm On Both Faces Complete : 261 30 Mm Thick Ghana Teak Wood Grade - I 262 Wire Gauge 24 Gauge 14 Mesh Of Is Designation 85 Gauge Wires Of Dia 0.56 Mm Panels 263 Demolishing Cement Concrete Including Disposal Of Material Within 50 Meter Lead : 264 1:3:6 Or Richer Mix. 265 Demolishing Of R.C.C. Work Including Stacking Of Steel Bars And Disposal Of Unserviceab Le Material Within 50 Meters Lead. 266 Demolishingbrickwork Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Meters Lead. 267 In Cement Mortar. 268 Structural Steel Work In Single Section Fixed With Or Without Connecting Plate Including Cutting, Hoisting ( Height Upto 10 M ) , Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete. 269 Providing And Fixing T-Iron Frames For Doors, Windows And Ventilators Of Mild Steel Tee-Sections, Joints Mitred And Welded With 15X3 Mm Lugs 10 Cm. Long Embedded In Cement Concrete Blocks 15X10x10 Cm. Of 1:2:4 ( 1-Cement:2-Coarse Sand:4-Graded Stone Aggregate 20 Mm Nominal Size ) Or With Wooden Plugs And Screws Or Rawl Plugs And Screws Or With Fixing Clips Or With Bolts And Nuts As Required Including Fixing Of Necessary Butt Hinges And Screws And Applying A Priming Coat Of Approved Steel Primer. 270 Providing And Fixing Steel Gate Grating And Grills Made Of Angles, Tees, Square Bars Or Other Flats Black Pipe With Holdfast And Fittings Complete As Per Design And Drawing Including Cutting Welding And Fabrication With Priming Coat Of Red Oxide. 271 Providing & Fixing Ms Sheet Single Leaf Door Shutters In Angle Iron Frame 35X35x5 Mm Suitablly Diagonally Braced With 25X3mm Flat Ironabove And Below Lock Rail Of Size 50X5 Mm Beading Extra Includingall Fittings, As Per Direction Of Engg. Incharge But Excluding Coes Of Chokhats Including Two Coats Of Anti Corrastie Red Oxide Primer Panit. 272 Ms Sheet 18 Swg 273 Providing & Fixing Steel Glazed Doors, Windows And Ventilators With Shutters Of Standred Rolled Steel Section Joint Mitred And Welded With Steel 13X3mm Lugs 10 Cm. Long Embedded In Cement Concrete Blocks 15X10x10 Cm. Of 1:2:4 ( 1-Cement:2-Coarse Sand:4-Graded Stone Aggregate 20 Mm Nominal Size ) Or With Wooden Plugs And Screws Or Rawl Plugs And Screws Or With Fixing Clips Or With Bolts And Nuts As Required, Including Providing And Fixing Of Plain Glass Panes 4Mm Thick With Copper Glazing Clips And Special Metal-Sash Putty Of Approved Make, Or Metal Beading With Screws Complete Including Priming Coat Of Approved Steel Primer, Excluding The Cost Of Metal Beading And Other Fittings Except Necessary Hinges Of Pivots Steel Handles And Peg Stay Etc. As Required. 274 Patially Fixed And Partially Openable Fixed Area Not Exceed 33% 275 Supplying And Fixing Fixed Wire Gauge To The Metal Frame Of Rolled Section By Metal Beading 20X3mm With Suitable Screw At Not Exceeding 150 Mm Distance. 276 14 Mesh X 24 Gauge 277 Providing And Fixing 20 Mm Thick Precast Terrazo Tiles Of Approved Make, With Marble Chips Of Size Upto 6Mm Laid Over Roof With Neat Cement Slurry Mixed With Pigment To Match The Shade Of The Tiles, Including Cutting , Grinding Rubbing With Machinecomplete On 20 Mm Thick Bed Of Cement Sand Mortar 1 : 4. 278 Removing White Or Colour Wash By Scrapping And Sand Papering And Preparing The Surface Smooth Including Necessary Repairs To Scratches By Sandal / Loi. ( Only For Colour Changing Only ) . 279 Distempering With Dry Distemper Of Approved Brand And Shade ( Two Or More Coats ) And Of Required Shade On New Work, Over And Including, Priming Coat Of Whiting To Give An Even Shade Including All Scaffolding. 280 Providing & Fixing 12 Mm Thick Tegular Edge Glass Fibre Reinforced Gypsum False Ceiling Tiles Of Size 595 X 595 Mm In True Horizontal Level Suspended On Inter Locking Metal Grid Of Hot Dipped Galvanised Steel Sections ( Galvanized @ 170 Gsm / Sqm. ) Consisting Of Main “T” Runner With Suitably Spaced Joints To Get Required Length And Of Size 24X38mm Made From 0.30Mm Thick ( Minimum ) Sheet Spaced At 1200Mm Center To Center And Cross “T” Of Size 24X25mm Made Of 0.30Mm Thick ( Minimum ) Sheet, 1200Mm Long Spaced Between Main “T” At 600Mm Center To Center To Form A Grid Of 1200X600 Mm And Secondary Cross “T” Of Length 600Mm And Size 24X25mm Made Of 0.30 Mm Thick ( Minimum ) Sheet To Be Interlocked At Middle Of The 1200X600mm Panel To Form Grids Of 600X600mm And Wall Angle Of Size 21X21x0.30 Mm And Laying False Ceiling Tiles Of Approved Texture In The Grid Including, Wherever, 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 Fixed To Ceiling With 6 Mm Dia And 50Mm Long Dash Fasteners, 4Mm Gi Adjustable Rods With Galvanised Level Clips Spaced At 1200Mm Center To Center Along Main T, Bottom Exposed Width Of 24Mm Of All T-Sections Shall Be Pre-Painted With Polyester Paint, All Complete At All Heights As Per Specifications Drawings And As Directed By Engineer-In-Charge. 281 Finishing Wall With Water Proofing Cement Paint Of Approved Brand And Manufacture And Or Required Shade To Give An Even Shade Including All Scaffolding: 282 New Work ( Two Or More Coats Applied @ 3.84 Kg / 10 Sqm ) . 283 Old Work ( One Or More Coats ) . 284 Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture Togive An Even Shade : 285 Two Or More Coats On New Work. 286 One Or More Coats On Old Work. 287 Kota Stone Slab Flooring 25 Mm Thick Over 20 Mm ( Average ) Thickbase Laid Over And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab Including Rubbing And Polishing Completewith Base Of Cement Mortar 1 : 4 ( 1 Cement : 4 Coarse Sand ) 288 For Area Of Each Slab Up To 900 Sq. Cm 289 For Area Of Each Slab Up To 901 To 2000Sq. Cm 25 Mm Thick Slab. 290 Providing And Laying In Position Cement Concrete Including Curing Compaction Etc. Of Specified Grade Excluding The Cost Of Centering And Shuttering =All Up To Plinth Level 291 M15 Grade Nominal Mix 1: 2: 4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stoneaggregate 20Mm Nominal Size ) . 292 Add 10 % For Water Supply And Sainatry Works 293 Add 10 % For Electric Works 294 Horticulture 295 Cutting Of Trees, Including Cutting Of Trunks, Branches And Removal Of Stumps, Roots, Stacking Of Serviceable Material With All Lifts And Up To A Lead Of 1000 Mtrs And Earth Filling In The Depression / Pit To Required Compaction As Per Mort&H Specification Clause 201. ( Measurment Of Girth To Be Done At Height Of 1 M Above Ground Level ) 296 Girth From 300 Mm To 600 Mm 297 Clearing Grass And Removal Of Rubbish ( Maximum 150Mm ) By Manual Means And Disposal At A Lead Of 50 Metres As Per Mort&H Specification Clause 201. 298 Supply Of Dry Manure Including Loading Unloading, Transportation & Stacking At Site. 299 From Yard Manure ( Organic ) 300 Compost 301 Goat Dungmanure 302 Supply & Stacking Good Earth At Site Complete Including Loading Unloading & Transporation Etc. 303 Supply Of Insecticides & Pesticides At Store In Dust / Liquid Form Complete 304 Methly Prathion 2% 305 Supply Of Different Varities Of Tree / Shrubs / Climbers According To Height And Age Of The Plant At Site Including Loading / Unloading & Transportation Etc. Complete: 306 Different Flowing Plants 900 Mm To 1500 Mm 307 Different Varrities Of Shrubs 600 Mm To 900 Mm 308 Different Varrities Of Climbers 900 Mm To 1500 Mm 309 Laying Of Lawns Including Ploughing Levelling Breaking Of Clods Manuring & Removal Of Stones Etc. ( Cost Of Manure Of Extra Good Earth To Be Paid Seperatley ) Maintenance Of Lawns For 30 Days Of More Till The Grass Forms A Thick Lawns Free From Weeds & Fit For Mowing In The Duration Of Planting If Lawn Die Some Where The Contractor Will Replant It At His Own Cost. 310 In Rows 7.5 Cms. Apart In Either Direction 311 Renovating Lawns Including Weeding Cheeling The Grass Forking The Ground Top Dressing With Manure. Mixing The Same With Forked Soil Watering Maintaing The Lawns For 30 Days Or More Till Grass Forms A Thick Lawns Free From Weeds & Fit For Mowing & Disposal Of Rubbish As Directed. 312 Road And Drainage Work 313 Providing, Laying, Spreading And Compacting Of Granular Sub-Base By Providing Close Graded Material ( Table 400-1 ) , Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Vibratory Roller To Achieve The Desired Density, Complete As Per Mort&H Specification Clause - 401 Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. 314 Grading - Ii Material 315 Providing Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes As Per Table 400-7 To Water Bound Macadam Specification Including Spreading In Uniform Thickness; Hand Packing, Rolling With Power Roller 8-10 Tonnes, In Stages To Proper Grade And Camber, Applying And Brooming Requisite Type Of Screening ( Table 400-8 ) Binding Materials To Fill Up The Interstices Of Coarse Aggregates, Watering ( With Water Browser ) And Compacting To Required Density, Making Necessary Earthen Bund To Protect Edges As Per Clause 404 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion Complete 316 Crusher Broken -Grade-Ii ( 63-45Mm ) 317 Providing And Applying Primer Coat Over Prepared Surface Of Granular Base With Bitumen Emulsion As Per Is : 8887 And Approved Quality @ 0.6 Kg / Sqm With The Help Of Spray Set Fitted On Bitumen Container ( Boiler ) After Cleaning The Surface Including Removing Of Binding Material And Other Foreign Matter With Wire Brushes And Small Picks, Sweeping With Brooms Or Soft Brushes And Finally Dusting With Old Gunny Bags And Compressed Air To Receive Bituminous Treatment Complete As Per Clause 502 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. 318 Providing And Laying Open Graded Premix Carpet 20Mm Thick ( Compacted ) , On Prepared Surface In A Single Course As Wearing Course, Composed Of Specified Graded Crushed Stone Aggregate As Per Table 500-23, Premixed With Bituminous Binder @ 14.60 Kg / 10Sqm ( Including Cost Of Anti-Stripping Compound Wherever Required ) , Including Loading Of Material With F.E. Loader, Hot Mixing Of Stone Aggregate And Bitumen In Computerised Hot Mix Plant, Transporting The Mixed Material By Tippers To Paver And Laying With Paver Finisher Fitted With Electronic Sensor Control To The Required Level And Grade, Compacting Smooth Wheeled Roller 8-10 Tonne Capacity And Finishing To Required Level To Achieve The Desired Density As Per Clause 511 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion But Excluding Cost Of Tack Coat / Seal Coat. 319 With Bitumen Vg-Grade 30 320 Providing And Applying Premixed Seal Coat Type B Comprising Of Thin Application Of Fine Aggregate 0.06 Cum / 10 Sqm Premix With Bitumen Binder @ 6.8 Kg / 10 Sqm ( Including Cost Of Anti-Stripping Compound Wherever Required ) Laying With Paver Finisher With Electronic Sensor Control And Rolling With Power Roller 8-10 Tonne Complete As Per Clause 513 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. 321 With Bitumen Vg-Grade 30 322 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 Taking Out The Excavated Soil And Depositing And Refilling Of Jhiri With Watering & Ramming And Disposal Of Surplus Excavated Soil As Directed With In A Lead Of 50 Meter.All Kinds Of Soils 323 Random Rubble Stone Masonary For Foundation And Plinth In Cement Sand Mortar Above 30 Cm. Thick Wall In : 324 Cement Mortar 1:6 ( 1-Cement:6-Sand ) . 325 Brick Work With F.P.S. Bricks Of Class Designation 75 Infoundation And Plinth In: 326 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 327 Providing And Laying Reinforced Cement Concrete Pipe Np4 / Prestrssed Concrete Pipe For Culverts Including Jointing Ends And Fixing Collar With Cement Mortar 1:2 Complete As Per Clause 1000 & 2900 Of Mort&H Specification Including All Material, Labour Form Work, Machinery. 328 200 Mm Internal Diameter 329 Providing And Fixing Of Reinforced Ferro-Cement Drain Covers Designed For A Class Loading Duly Marked On Cover With Adequate Steel Reinforcement Having Thickness 75Mm To 150Mm Anti Corrosive Bitumen Painted M.S. Plate , Rim And M.S. Lifting Hooks, Admixtures Like Plasticizer, Bond Improving Compound, Shrinkage, Resistance Compound, Abrasion Resistant Complete As Per Approved Design Etc 330 Standard Size 600X800mm ( 75Mm Thick ) For Span 300 To 450Mm 331 Providing And Laying Lean Cement Concrete 1:4:8 In Sub- Base Over A Prepared Sub-Grade With Coarse And Fine Aggregate Conforming To Is: 383, The Size Of Coarse Aggregate Not Exceeding 25 Mm, Aggregate Cement Ratio Not To Exceed 15:1, Aggregate Gradation After Blending To Be As Per Table 600-1, Cement Content Not To Be Less Than 150 Kg / Cum, Optimum Moisture Content To Be Determined During Trial Length Construction, Concrete Strength Not To Be Less Than 10 Mpa At 7 Days, Mixed In A Batching Plant, Transported To Site, Laid With A Paver With Electronic Sensor, Compacting With 8-10 Tonnes Vibratory Roller, Finishing And Curing Complete As Per Clause 601, 112 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion 332 Providing And Laying Un-Reinforced, Plain Cement Concrete Mix With Concrete Mixer & Vibrator Pavement Over A Prepared Sub Base With 43 Grade Cement , Coarse And Fine Aggregate Conforming To Is: 383, Maximum Size Of Coarse Aggregate Not Exceeding 25 Mm, Mixed As Per Approved Mix Design, Laid, Spread, Compacted And Finished In A Continuous Operation Including Provision Of Contraction, Expansion, Construction And Longitudinal Joints Etc Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. 333 Pcc M-30 334 Campus Lighting 335 Supply And Erection Of Octagonal Pole Of Following Length And Dimension As Per Table-3 With Base Plate On The Cement Concrete Foundation Of M-15 / M-20 Grade ( 1:1.5:3 ) With The Help Of Anchor Bolts Of Grade 6.8 ( Is 1367 P Iii ) . The Pole Shall Be Made Of S-355Jo Grade Steel Sheet , Folded Lengthwise To Obtained Octagonal Shape, Having Single Longitudinal Seam Weld And Hot Dipped Galvanised Internally & Externally In Accordance With Is 2629. The Pole Shall Have A Weatherproof Flush Door And Locking Arrangements. The Complete Work Shall Be Supervised And Certified By The Manufacturers For Satisfactory Supply, Erection, Testing And Commissioning. 336 7 Mtr 337 Supply, Erection And Fixing Of Hot Dipped Galvanised Overhang ( 60 X 3.25 Mm ) With Cap ( 250 X 137.9 X 4.05 Mm ) Over The Existing Poles 338 Single Arm Overhang 339 P & F Of Ip 65 / 67 Protected Led Flood Light System With Aluminium Housing, 3 X 1W, 220V, 50Hz Led Lamps With Dynamic Color Changing Capability Available In Quick Connecting Cable Coupled With Various Mounting Accessories. Ability To Create 16.7 Million Uniform, Smooth And Brilliant Colors Without Revealing Any Lamp Image. Available In 5 Colors – Amber, Green, Blue, Red And White. 340 Providing & Laying Xlpe Insulated / P.V.C. Sheathed Cable Of 1.1 Kv Grade With Aluminium Conductor Armoured Of Is:7098-I / 1554-1 Approved Makein Ground As Per Is:1255 Including Excavation Of 30Cmx75cm Size Trench, 25 Cm Thick Underlayer Ofsand, Second Class Bricks Covering, Refilling Earth, Compaction Of Earth, Making Necessary Connection, Testing Etc. As Required Of Size 341 10.0 Sq.Mm2 Cor 342 Add 5% Over Head 343 Repair Of Pump House Building At Churu, Bhaleri Like Repair Of Plaster, Floor, Roof, Doors, Windows, Colour Washing, Painting Etc. 344 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 Taking Out The Excavated Soil And Depositing And Refilling Of Jhiri With Watering & Ramming And Disposal Of Surplus Excavated Soil As Directed With In A Lead Of 50 Meter.All Kinds Of Soils 345 Random Rubble Stone Masonary For Foundation And Plinth In Cement Sand Mortar Above 30 Cm. Thick Wall In : 346 Cement Mortar 1:6 ( 1-Cement:6-Sand ) . 347 Brick Work With F.P.S. Bricks Of Class Designation 75 Infoundation And Plinth In: 348 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 349 Brick Work With F.P.S. Bricks Of Class Designation 75 In Superstructure Above Plinth Level Upto Floor V Level In All Shapes And Sizes In : 350 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 351 Repairs To Plaster Of Thickness 12Mm To 20Mm In Patches Of Area 2.5 Sq. Metres And Under Including Cutting The Patch In Proper Shape, Raking Out Joints And Preparing And Plastering The Surface Of The Walls Complete Including Disposal Of Rubbish To The Dumping Ground Within 50 M Lead : With Cement Mortar 1 :4 ( 1 Cement : 4 Fine Sand ) 352 Scraping Old Surface And Redoing Lime Loi Or Sandla. 353 Patch Repair To Cement Concrete Floor Including Digging Out Old Floor In Regular Shape And Removal Of Rubbish Curing Etc. Complete In All Respects. 354 Renewing Glass Panes, With Puty And Nails Wherever Necessary: 355 5.5 Mm Thick Plain Glass Panes. 356 Providing And Fixing 16 Mm M.S. Fan Clamps Of Standard Shape And Size In R.C.C. Slab / Stone Slab Roofing Including Cutting Chase And Making Good And Painting Exposed Portion Of The Clamps Complete: 357 In Existing Roof. 358 Chopping Loose And Cracked Concrete To Required Depth, Cleaning The Exposed Surface Of Steel And Concrete With Wire Brush And Sand Blasting, Clening With A Jet Of Water / Air As Necessary And Getting It Dried With Compressed Air Including All Scaffolding: 359 Depth 50 Mm To 75 Mm. 360 Depth 75 Mm To 100 Mm. 361 Repairofdoor, Windowshuttersincludingcostofmaterialandlabourforchangeofdamaged : 362 Style / Rail Of Teak Wood 30Mm Thick / Aluminium Section 363 4Wide 364 6 Wide 365 Panel By 366 Shuttering Ply - 9Mm Thick ( Commercial ) 367 Wire Gauge 14 Mesh X 24 Gauge 368 Plain Glass Panes 4Mm Thick 369 Aldrop Of Mild Steel 370 12 Long X12mm Dia 371 8 Long X 10Mm Dia 372 Stopper Of Aluminium With 373 Single Rubber Gutka 374 Double Rubber Gutka 375 Door Springs Of Mild Steel 376 Steel Hinges 377 For Wooden Chowkhat 3 Size. 378 For Wooden Chowkhat 4 Size 379 For Stone Chowkhat , 4Size 380 Mild Steel Tower Bolt 6 Long 381 Steel Locking Bolt 382 Steel Handle 6 Size 383 Providing And Laying In Position Cement Concrete Including Curing Compaction Etc. Of Specified Grade Excluding The Cost Of Centering And Shuttering =All Up To Plinth Level 384 M15 Grade Nominal Mix 1: 2: 4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stoneaggregate 20Mm Nominal Size ) . 385 M10 Grade Nominal Mix 1: 3: 6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stoneaggregate 20Mm Nominal Size ) . 386 Making Plinth Protection 50Mm Thick Of Cement Concrete 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggre -Gate 20 Mm Nominal Size ) Over 75Mm Bed Of Dry Brick Ballast 40Mm Nominal Size Well Rammed And Consolidated And Grouted With Fine Sand Including Finishing The Top Smooth. 387 Providing And Laying In Position Specified Grade Ofcement Concrete For Rcc Structural Elements Upto Floor Five Level Including Curing, Compaction, Finishing With Rendering In Cement Sand Mortar 1:3 ( 1 Cement: 3 Coarse Sand ) And Making Good The Joints And Cost Of Plastizers ( If Required ) Excluding The Cost Of Centering, Shuttering And Reinforcementfor Walls ( Any Thickness ) Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts And Struts Etc. M20 Grade Nominal Mix / Design Mix 388 Centering & Shuttering With Plywood Or Steel Sheets Including Strutting, Propping Bracing Both Ways With Steel Propsand Removal Of Formwork For Upto Floor Five Level For : 389 Suspended Floors, Roofs, Landings, Staircases, Balconies, Girders, Cantilevers, Bands , Coping, Bed Plates, Anchor Blocks, Sills, Chhajjas Lintel, Beam Etc. 390 Providing And Fabricating Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding ( Including Cost Of Binding Wire ) All Complete Up To Floor Five Level. 391 Hot Rolled Deformed Bars ( Is : 1139 ) . 392 Plaster On New Surface On Walls In Cement Sand Mortar 1:6 Including Racking Of Joint Etc. Complete Fine Finished: 393 20 Mm Thick. 394 Brick Work With F.P.S. Bricks Of Class Designation 75 In Superstructure Above Plinth Level Upto Floor V Level In All Shapes And Sizes In : 395 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 396 Half Brick Masonry In Superstructure , Above Plinth Level Upto Floor Fivelevelusing F.P.S. Bricks Of Designation 75 397 Cement Mortar 1:4 ( 1-Cement:4-Coarse Sand ) . 398 Providing And Fixing Ist Quality Ceramic Glazed Wall Tiles 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 Skiriting, 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 @ 3.3 Kg Per Sqm Including Pointing In White Mixed With Pigment Of Matching Shade Complete. 399 Category - I : Kajariya, Jhonson, Orient, Somani Make Etc. 400 Providing And Fixing External Grade Board Solid Core Single Leaf Flush Door Shutters Isi 2202-67 Marked Using Phenol Formal, Dehydreresin In Glue Both Sides With Approved Steel Fittings Complete As Per Annexure ‘A’ 401 30 Mm Thick Shutter 402 Commercial Veneer Both Side 403 Providing And Fixing Fully Paneled Double Leaf Shutter For Doors As Per Approved Design And Drawing With Approved Ordinary C.P. / Oxidized Steel Fittings As Per Annexure – A’ And Width Of Styles & Top Rails Of 100Mm And Lock Rails Width Of 150Mm And Bottom Rails Of 200Mm Width Including Teak Wood Beading Of Size 19Mmx12mm On Both Faces Complete : 404 30 Mm Thick Ghana Teak Wood Grade - I 405 Wire Gauge 24 Gauge 14 Mesh Of Is Designation 85 Gauge Wires Of Dia 0.56 Mm Panels 406 Demolishing Cement Concrete Including Disposal Of Material Within 50 Meter Lead : 407 1:3:6 Or Richer Mix. 408 Demolishing Of R.C.C. Work Including Stacking Of Steel Bars And Disposal Of Unserviceab Le Material Within 50 Meters Lead. 409 Providing And Fixing Steel Gate Grating And Grills Made Of Angles, Tees, Square Bars Or Other Flats Black Pipe With Holdfast And Fittings Complete As Per Design And Drawing Including Cutting Welding And Fabrication With Priming Coat Of Red Oxide. 410 Providing & Fixing Ms Sheet Single Leaf Door Shutters In Angle Iron Frame 35X35x5 Mm Suitablly Diagonally Braced With 25X3mm Flat Ironabove And Below Lock Rail Of Size 50X5 Mm Beading Extra Includingall Fittings, As Per Direction Of Engg. Incharge But Excluding Coes Of Chokhats Including Two Coats Of Anti Corrastie Red Oxide Primer Panit. 411 Ms Sheet 18 Swg 412 Providing & Fixing Steel Glazed Doors, Windows And Ventilators With Shutters Of Standred Rolled Steel Section Joint Mitred And Welded With Steel 13X3mm Lugs 10 Cm. Long Embedded In Cement Concrete Blocks 15X10x10 Cm. Of 1:2:4 ( 1-Cement:2-Coarse Sand:4-Graded Stone Aggregate 20 Mm Nominal Size ) Or With Wooden Plugs And Screws Or Rawl Plugs And Screws Or With Fixing Clips Or With Bolts And Nuts As Required, Including Providing And Fixing Of Plain Glass Panes 4Mm Thick With Copper Glazing Clips And Special Metal-Sash Putty Of Approved Make, Or Metal Beading With Screws Complete Including Priming Coat Of Approved Steel Primer, Excluding The Cost Of Metal Beading And Other Fittings Except Necessary Hinges Of Pivots Steel Handles And Peg Stay Etc. As Required. 413 Patially Fixed And Partially Openable Fixed Area Not Exceed 33% 414 Supplying And Fixing Fixed Wire Gauge To The Metal Frame Of Rolled Section By Metal Beading 20X3mm With Suitable Screw At Not Exceeding 150 Mm Distance. 415 14 Mesh X 24 Gauge 416 Providing And Fixing 20 Mm Thick Precast Terrazo Tiles Of Approved Make, With Marble Chips Of Size Upto 6Mm Laid Over Roof With Neat Cement Slurry Mixed With Pigment To Match The Shade Of The Tiles, Including Cutting , Grinding Rubbing With Machinecomplete On 20 Mm Thick Bed Of Cement Sand Mortar 1 : 4. 417 Removing White Or Colour Wash By Scrapping And Sand Papering And Preparing The Surface Smooth Including Necessary Repairs To Scratches By Sandal / Loi. ( Only For Colour Changing Only ) . 418 Distempering With Dry Distemper Of Approved Brand And Shade ( Two Or More Coats ) And Of Required Shade On New Work, Over And Including, Priming Coat Of Whiting To Give An Even Shade Including All Scaffolding. 419 Finishing Wall With Water Proofing Cement Paint Of Approved Brand And Manufacture And Or Required Shade To Give An Even Shade Including All Scaffolding: 420 New Work ( Two Or More Coats Applied @ 3.84 Kg / 10 Sqm ) . 421 Old Work ( One Or More Coats ) . 422 Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture Togive An Even Shade : 423 Two Or More Coats On New Work. 424 One Or More Coats On Old Work. 425 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, Making Of Lines Or Groove Etc Complete But Excluding The Cost Of Nosing Of Steps Etc. Complete. 426 40 Mm Thick With 20 Mm Thick Nominal Size Aggregate. 427 75 Mm Thick With 20 Mm Thick Nominal Size Aggregate. 428 Kota Stone Slab Flooring 25 Mm Thick Over 20 Mm ( Average ) Thickbase Laid Over And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab Including Rubbing And Polishing Completewith Base Of Cement Mortar 1 : 4 ( 1 Cement : 4 Coarse Sand ) 429 For Area Of Each Slab Up To 900 Sq. Cm 430 For Area Of Each Slab Up To 901 To 2000Sq. Cm 25 Mm Thick Slab. 431 Providing And Laying In Position Cement Concrete Including Curing Compaction Etc. Of Specified Grade Excluding The Cost Of Centering And Shuttering =All Up To Plinth Level 432 M15 Grade Nominal Mix 1: 2: 4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stoneaggregate 20Mm Nominal Size ) . 433 Add 5 % For Water Supply And Sainatry Works 434 Add 10 % For Electric Works 435 Horticulture 436 Cutting Of Trees, Including Cutting Of Trunks, Branches And Removal Of Stumps, Roots, Stacking Of Serviceable Material With All Lifts And Up To A Lead Of 1000 Mtrs And Earth Filling In The Depression / Pit To Required Compaction As Per Mort&H Specification Clause 201. ( Measurment Of Girth To Be Done At Height Of 1 M Above Ground Level ) 437 Girth From 300 Mm To 600 Mm 438 Clearing Grass And Removal Of Rubbish ( Maximum 150Mm ) By Manual Means And Disposal At A Lead Of 50 Metres As Per Mort&H Specification Clause 201. 439 Supply Of Dry Manure Including Loading Unloading, Transportation & Stacking At Site. 440 From Yard Manure ( Organic ) 441 Compost 442 Goat Dungmanure 443 Supply & Stacking Good Earth At Site Complete Including Loading Unloading & Transporation Etc. 444 Supply Of Insecticides & Pesticides At Store In Dust / Liquid Form Complete 445 Methly Prathion 2% 446 Supply Of Different Varities Of Tree / Shrubs / Climbers According To Height And Age Of The Plant At Site Including Loading / Unloading & Transportation Etc. Complete: 447 Different Flowing Plants 900 Mm To 1500 Mm 448 Different Varrities Of Shrubs 600 Mm To 900 Mm 449 Different Varrities Of Climbers 900 Mm To 1500 Mm 450 Laying Of Lawns Including Ploughing Levelling Breaking Of Clods Manuring & Removal Of Stones Etc. ( Cost Of Manure Of Extra Good Earth To Be Paid Seperatley ) Maintenance Of Lawns For 30 Days Of More Till The Grass Forms A Thick Lawns Free From Weeds & Fit For Mowing In The Duration Of Planting If Lawn Die Some Where The Contractor Will Replant It At His Own Cost. 451 In Rows 7.5 Cms. Apart In Either Direction 452 Renovating Lawns Including Weeding Cheeling The Grass Forking The Ground Top Dressing With Manure. Mixing The Same With Forked Soil Watering Maintaing The Lawns For 30 Days Or More Till Grass Forms A Thick Lawns Free From Weeds & Fit For Mowing & Disposal Of Rubbish As Directed. 453 Road And Drainage Work 454 Providing, Laying, Spreading And Compacting Of Granular Sub-Base By Providing Close Graded Material ( Table 400-1 ) , Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Vibratory Roller To Achieve The Desired Density, Complete As Per Mort&H Specification Clause - 401 Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. 455 Grading - Ii Material 456 Providing Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes As Per Table 400-7 To Water Bound Macadam Specification Including Spreading In Uniform Thickness; Hand Packing, Rolling With Power Roller 8-10 Tonnes, In Stages To Proper Grade And Camber, Applying And Brooming Requisite Type Of Screening ( Table 400-8 ) Binding Materials To Fill Up The Interstices Of Coarse Aggregates, Watering ( With Water Browser ) And Compacting To Required Density, Making Necessary Earthen Bund To Protect Edges As Per Clause 404 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion Complete 457 Crusher Broken -Grade-Ii ( 63-45Mm ) 458 Providing And Applying Primer Coat Over Prepared Surface Of Granular Base With Bitumen Emulsion As Per Is : 8887 And Approved Quality @ 0.6 Kg / Sqm With The Help Of Spray Set Fitted On Bitumen Container ( Boiler ) After Cleaning The Surface Including Removing Of Binding Material And Other Foreign Matter With Wire Brushes And Small Picks, Sweeping With Brooms Or Soft Brushes And Finally Dusting With Old Gunny Bags And Compressed Air To Receive Bituminous Treatment Complete As Per Clause 502 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. 459 Providing And Laying Open Graded Premix Carpet 20Mm Thick ( Compacted ) , On Prepared Surface In A Single Course As Wearing Course, Composed Of Specified Graded Crushed Stone Aggregate As Per Table 500-23, Premixed With Bituminous Binder @ 14.60 Kg / 10Sqm ( Including Cost Of Anti-Stripping Compound Wherever Required ) , Including Loading Of Material With F.E. Loader, Hot Mixing Of Stone Aggregate And Bitumen In Computerised Hot Mix Plant, Transporting The Mixed Material By Tippers To Paver And Laying With Paver Finisher Fitted With Electronic Sensor Control To The Required Level And Grade, Compacting Smooth Wheeled Roller 8-10 Tonne Capacity And Finishing To Required Level To Achieve The Desired Density As Per Clause 511 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion But Excluding Cost Of Tack Coat / Seal Coat. 460 With Bitumen Vg-Grade 30 461 Providing And Applying Premixed Seal Coat Type B Comprising Of Thin Application Of Fine Aggregate 0.06 Cum / 10 Sqm Premix With Bitumen Binder @ 6.8 Kg / 10 Sqm ( Including Cost Of Anti-Stripping Compound Wherever Required ) Laying With Paver Finisher With Electronic Sensor Control And Rolling With Power Roller 8-10 Tonne Complete As Per Clause 513 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. 462 With Bitumen Vg-Grade 30 463 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 Taking Out The Excavated Soil And Depositing And Refilling Of Jhiri With Watering & Ramming And Disposal Of Surplus Excavated Soil As Directed With In A Lead Of 50 Meter.All Kinds Of Soils 464 Random Rubble Stone Masonary For Foundation And Plinth In Cement Sand Mortar Above 30 Cm. Thick Wall In : 465 Cement Mortar 1:6 ( 1-Cement:6-Sand ) . 466 Brick Work With F.P.S. Bricks Of Class Designation 75 Infoundation And Plinth In: 467 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 468 Providing And Laying Reinforced Cement Concrete Pipe Np4 / Prestrssed Concrete Pipe For Culverts Including Jointing Ends And Fixing Collar With Cement Mortar 1:2 Complete As Per Clause 1000 & 2900 Of Mort&H Specification Including All Material, Labour Form Work, Machinery. 469 200 Mm Internal Diameter 470 Providing And Fixing Of Reinforced Ferro-Cement Drain Covers Designed For A Class Loading Duly Marked On Cover With Adequate Steel Reinforcement Having Thickness 75Mm To 150Mm Anti Corrosive Bitumen Painted M.S. Plate , Rim And M.S. Lifting Hooks, Admixtures Like Plasticizer, Bond Improving Compound, Shrinkage, Resistance Compound, Abrasion Resistant Complete As Per Approved Design Etc 471 Standard Size 600X800mm ( 75Mm Thick ) For Span 300 To 450Mm 472 Campus Lighting 473 Supply And Erection Of Octagonal Pole Of Following Length And Dimension As Per Table-3 With Base Plate On The Cement Concrete Foundation Of M-15 / M-20 Grade ( 1:1.5:3 ) With The Help Of Anchor Bolts Of Grade 6.8 ( Is 1367 P Iii ) . The Pole Shall Be Made Of S-355Jo Grade Steel Sheet , Folded Lengthwise To Obtained Octagonal Shape, Having Single Longitudinal Seam Weld And Hot Dipped Galvanised Internally & Externally In Accordance With Is 2629. The Pole Shall Have A Weatherproof Flush Door And Locking Arrangements. The Complete Work Shall Be Supervised And Certified By The Manufacturers For Satisfactory Supply, Erection, Testing And Commissioning. 474 7 Mtr 475 Supply, Erection And Fixing Of Hot Dipped Galvanised Overhang ( 60 X 3.25 Mm ) With Cap ( 250 X 137.9 X 4.05 Mm ) Over The Existing Poles 476 Single Arm Overhang 477 P & F Of Ip 65 / 67 Protected Led Flood Light System With Aluminium Housing, 3 X 1W, 220V, 50Hz Led Lamps With Dynamic Color Changing Capability Available In Quick Connecting Cable Coupled With Various Mounting Accessories. Ability To Create 16.7 Million Uniform, Smooth And Brilliant Colors Without Revealing Any Lamp Image. Available In 5 Colors – Amber, Green, Blue, Red And White. 478 Providing & Laying Xlpe Insulated / P.V.C. Sheathed Cable Of 1.1 Kv Grade With Aluminium Conductor Armoured Of Is:7098-I / 1554-1 Approved Makein Ground As Per Is:1255 Including Excavation Of 30Cmx75cm Size Trench, 25 Cm Thick Underlayer Ofsand, Second Class Bricks Covering, Refilling Earth, Compaction Of Earth, Making Necessary Connection, Testing Etc. As Required Of Size 479 10.0 Sq.Mm2 Cor 480 Repair Of Residantialbuilding At Churu, Bhaleri, Like Repair Of Plaster, Floor, Roof, Doors, Windows, Color Washing, Painting Etc. 481 Repair To Brick Masonary In Cement Sand Mortar With Taking Out Of Deceayed From Wall And Replaceing With New Briks.Cement Sand Mortar 1:6. With New Brick. 482 Repairs To Plaster Of Thickness 12Mm To 20Mm In Patches Of Area 2.5 Sq. Metres And Under Including Cutting The Patch In Proper Shape, Raking Out Joints And Preparing And Plastering The Surface Of The Walls Complete Including Disposal Of Rubbish To The Dumping Ground Within 50 M Lead : With Cement Mortar 1 :4 ( 1 Cement : 4 Fine Sand ) 483 Repair To Stone Masonary In Cement Sand Mortar 1:6 With Old And New Stone. 484 Cutting Jhiri Above 75Mmx75mm And Below 150X150 Mm Etc. And Making Good. 485 Scraping Old Surface And Redoing Lime Loi Or Sandla. 486 Renewing Glass Panes, With Puty And Nails Wherever Necessary: 487 5.5 Mm Thick Plain Glass Panes. 488 Renewing Glass Panes With Wooden Fillets Wherever Necessary: 489 5.5 Mm Thick Plain Glass Panes. 490 Providing And Fixing 16 Mm M.S. Fan Clamps Of Standard Shape And Size In R.C.C. Slab / Stone Slab Roofing Including Cutting Chase And Making Good And Painting Exposed Portion Of The Clamps Complete: 491 In Existing Roof. 492 Guniting Damaged R.C.C. Slab, Beams And Columns For Strengthening With Cement Sand Mortar 1:2 ( 1-Cement:2-Sand ) Including Preparing The Surface, Making V Shaped Joints, Cleaning The Reinforcement Bars With Jet Of Potable Water And Drying With Compressed Air, Including Cost Of Centering And Shuttering And Finishing To Match The Existing Surface Etc. Complete, Including Provided M.S. Welded Mesh To Gauge 25 Mm X 25 Mm Framing With Average Thickness Of 25 Mm. 493 Chopping Loose And Cracked Concrete To Required Depth, Cleaning The Exposed Surface Of Steel And Concrete With Wire Brush And Sand Blasting, Clening With A Jet Of Water / Air As Necessary And Getting It Dried With Compressed Air Including All Scaffolding: 494 Depth 50 Mm To 75 Mm. 495 Depth 75 Mm To 100 Mm. 496 Repairofdoor, Windowshuttersincludingcostofmaterialandlabourforchangeofdamaged : 497 Style / Rail Of Teak Wood 30Mm Thick / Aluminium Section 498 4Wide 499 6 Wide 500 Panel By 501 Shuttering Ply - 9Mm Thick ( Commercial ) 502 Wire Gauge 14 Mesh X 24 Gauge 503 Plain Glass Panes 4Mm Thick 504 Aldrop Of Mild Steel 505 12 Long X12mm Dia 506 8 Long X 10Mm Dia 507 Stopper Of Aluminium With 508 Single Rubber Gutka 509 Double Rubber Gutka 510 Door Springs Of Mild Steel 511 Steel Hinges 512 For Wooden Chowkhat 3 Size. 513 For Wooden Chowkhat 4 Size 514 For Stone Chowkhat , 4Size 515 Mild Steel Tower Bolt 6 Long 516 Steel Locking Bolt 517 Steel Handle 6 Size 518 Providing And Laying In Position Cement Concrete Including Curing Compaction Etc. Of Specified Grade Excluding The Cost Of Centering And Shuttering =All Up To Plinth Level 519 M15 Grade Nominal Mix 1: 2: 4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stoneaggregate 20Mm Nominal Size ) . 520 M10 Grade Nominal Mix 1: 3: 6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stoneaggregate 20Mm Nominal Size ) . 521 Making Plinth Protection 50Mm Thick Of Cement Concrete 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggre -Gate 20 Mm Nominal Size ) Over 75Mm Bed Of Dry Brick Ballast 40Mm Nominal Size Well Rammed And Consolidated And Grouted With Fine Sand Including Finishing The Top Smooth. 522 Plaster On New Surface On Walls In Cement Sand Mortar 1:6 Including Racking Of Joint Etc. Complete Fine Finished: 523 20 Mm Thick. 524 Providing And Fixing Expanded Metal Mesh Of Size 20X60 Mm And Strands 3.5 Mm Vide 1.6 Mm Thick Weighing 3.64 Kg. Per Sqm. For Encasing Ofrolledsteel Sections In Beams, Columns And Grillages Excluding Cost Of Hangers. 525 Brick Work With F.P.S. Bricks Of Class Designation 75 In Superstructure Above Plinth Level Upto Floor V Level In All Shapes And Sizes In : 526 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 527 Half Brick Masonry In Superstructure , Above Plinth Level Upto Floor Fivelevelusing F.P.S. Bricks Of Designation 75 528 Cement Mortar 1:4 ( 1-Cement:4-Coarse Sand ) . 529 Brick Work In Partition In Super Structure Upto Five Storey 7Cm. Thick ( Brick On Edges ) Using F.P.S. Bricksof Class Designation 75 In : 530 Cement Mortar 1:4 ( 1-Cement:4-Coarse Sand ) . 531 Supplying And Fixing Machine Cut And Polished Stone Shelves, Tands And Sills In Cm 1:3 With Machine Cut Edges: 532 Kota Stone 25 To 30 Mm Thick. 533 Providing And Fixing Granite Stone Slab Mirror Polished And Machine Edge Cut In Walls, Pillars, Steps, Shelves, Sills, Counters. Floors Etc. Laid On 12Mm ( Av. ) Thick Base Of Cement Mortar 1:3 Jointing With White Cement Mortar 1:2 ( 1 White Cement: 2 Marble Dust ) With Pigment To Match The Shade Of The Marble Slab Complete Including Grinding, Rubbing And Polishing Of: 534 Jhunjhunu / Jalore ( Red / Choclate Colour ) 535 Above 3601 Cm2 Slabs 536 Providing And Laying Vitrified Floor Tiles In Different Sizes ( Thickness To Be Specified By The Manufacturer ) With Water Absorption’S 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. 537 Size Of Tile 60X60 Cm 538 Providing And Fixing Ist Quality Ceramic Glazed Wall Tiles 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 Skiriting, 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 @ 3.3 Kg Per Sqm Including Pointing In White Mixed With Pigment Of Matching Shade Complete. 539 Category - I : Kajariya, Jhonson, Orient, Somani Make Etc. 540 Providing & Fixing In Cement Sand Mortar 1:4 Single Paitam ( Rebated ) Stone Doors Windows And Ventilator Frames Of Approved Quarry : 541 Size 100X75mm. 542 Size 125X100mm. 543 Providing And Fixing In Cm 1:4 Double Paitam ( Rebated ) Stone Door Window And Ventilator Frames Of Approved Quarry : 544 Size 125 X 100Mm. 545 Providing And Fixing External Grade Board Solid Core Single Leaf Flush Door Shutters Isi 2202-67 Marked Using Phenol Formal, Dehydreresin In Glue Both Sides With Approved Steel Fittings Complete As Per Annexure ‘A’ 546 30 Mm Thick Shutter 547 Commercial Veneer Both Side 548 Decorative Teakveneer One Side 549 Providing And Fixing Fully Paneled Double Leaf Shutter For Doors As Per Approved Design And Drawing With Approved Ordinary C.P. / Oxidized Steel Fittings As Per Annexure – A’ And Width Of Styles & Top Rails Of 100Mm And Lock Rails Width Of 150Mm And Bottom Rails Of 200Mm Width Including Teak Wood Beading Of Size 19Mmx12mm On Both Faces Complete : 550 30 Mm Thick Ghana Teak Wood Grade - I 551 Wire Gauge 24 Gauge 14 Mesh Of Is Designation 85 Gauge Wires Of Dia 0.56 Mm Panels 552 Demolishing Cement Concrete Including Disposal Of Material Within 50 Meter Lead : 553 1:3:6 Or Richer Mix. 554 Demolishing Of R.C.C. Work Including Stacking Of Steel Bars And Disposal Of Unserviceab Le Material Within 50 Meters Lead. 555 Demolishingbrickwork Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Meters Lead. 556 In Cement Mortar. 557 Providing And Fixing T-Iron Frames For Doors, Windows And Ventilators Of Mild Steel Tee-Sections, Joints Mitred And Welded With 15X3 Mm Lugs 10 Cm. Long Embedded In Cement Concrete Blocks 15X10x10 Cm. Of 1:2:4 ( 1-Cement:2-Coarse Sand:4-Graded Stone Aggregate 20 Mm Nominal Size ) Or With Wooden Plugs And Screws Or Rawl Plugs And Screws Or With Fixing Clips Or With Bolts And Nuts As Required Including Fixing Of Necessary Butt Hinges And Screws And Applying A Priming Coat Of Approved Steel Primer. 558 Providing And Fixing Steel Gate Grating And Grills Made Of Angles, Tees, Square Bars Or Other Flats Black Pipe With Holdfast And Fittings Complete As Per Design And Drawing Including Cutting Welding And Fabrication With Priming Coat Of Red Oxide. 559 Providing & Fixing Ms Sheet Single Leaf Door Shutters In Angle Iron Frame 35X35x5 Mm Suitablly Diagonally Braced With 25X3mm Flat Ironabove And Below Lock Rail Of Size 50X5 Mm Beading Extra Includingall Fittings, As Per Direction Of Engg. Incharge But Excluding Coes Of Chokhats Including Two Coats Of Anti Corrastie Red Oxide Primer Panit. 560 Ms Sheet 18 Swg 561 Providing & Fixing Steel Glazed Doors, Windows And Ventilators With Shutters Of Standred Rolled Steel Section Joint Mitred And Welded With Steel 13X3mm Lugs 10 Cm. Long Embedded In Cement Concrete Blocks 15X10x10 Cm. Of 1:2:4 ( 1-Cement:2-Coarse Sand:4-Graded Stone Aggregate 20 Mm Nominal Size ) Or With Wooden Plugs And Screws Or Rawl Plugs And Screws Or With Fixing Clips Or With Bolts And Nuts As Required, Including Providing And Fixing Of Plain Glass Panes 4Mm Thick With Copper Glazing Clips And Special Metal-Sash Putty Of Approved Make, Or Metal Beading With Screws Complete Including Priming Coat Of Approved Steel Primer, Excluding The Cost Of Metal Beading And Other Fittings Except Necessary Hinges Of Pivots Steel Handles And Peg Stay Etc. As Required. 562 Patially Fixed And Partially Openable Fixed Area Not Exceed 33% 563 Supplying And Fixing Fixed Wire Gauge To The Metal Frame Of Rolled Section By Metal Beading 20X3mm With Suitable Screw At Not Exceeding 150 Mm Distance. 564 14 Mesh X 24 Gauge 565 Providing And Fixing 20 Mm Thick Precast Terrazo Tiles Of Approved Make, With Marble Chips Of Size Upto 6Mm Laid Over Roof With Neat Cement Slurry Mixed With Pigment To Match The Shade Of The Tiles, Including Cutting , Grinding Rubbing With Machinecomplete On 20 Mm Thick Bed Of Cement Sand Mortar 1 : 4. 566 Removing White Or Colour Wash By Scrapping And Sand Papering And Preparing The Surface Smooth Including Necessary Repairs To Scratches By Sandal / Loi. ( Only For Colour Changing Only ) . 567 Distempering With Dry Distemper Of Approved Brand And Shade ( Two Or More Coats ) And Of Required Shade On New Work, Over And Including, Priming Coat Of Whiting To Give An Even Shade Including All Scaffolding. 568 Finishing Wall With Water Proofing Cement Paint Of Approved Brand And Manufacture And Or Required Shade To Give An Even Shade Including All Scaffolding: 569 New Work ( Two Or More Coats Applied @ 3.84 Kg / 10 Sqm ) . 570 Old Work ( One Or More Coats ) . 571 Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture Togive An Even Shade : 572 Two Or More Coats On New Work. 573 One Or More Coats On Old Work. 574 Kota Stone Slab Flooring 25 Mm Thick Over 20 Mm ( Average ) Thickbase Laid Over And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab Including Rubbing And Polishing Completewith Base Of Cement Mortar 1 : 4 ( 1 Cement : 4 Coarse Sand ) 575 For Area Of Each Slab Up To 900 Sq. Cm 576 Providing And Laying In Position Cement Concrete Including Curing Compaction Etc. Of Specified Grade Excluding The Cost Of Centering And Shuttering =All Up To Plinth Level 577 M15 Grade Nominal Mix 1: 2: 4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stoneaggregate 20Mm Nominal Size ) . 578 Add 10 % For Water Supply And Sainatry Works 579 Add 10 % For Electric Works 580 Repair Of Boundry Wall At Pmc, Bhaleri, Including Provinf Fixing Of Borbed Wire Fancing Repair Of Gates Et. 581 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 Taking Out The Excavated Soil And Depositing And Refilling Of Jhiri With Watering & Ramming And Disposal Of Surplus Excavated Soil As Directed With In A Lead Of 50 Meter.All Kinds Of Soils 582 Random Rubble Stone Masonary For Foundation And Plinth In Cement Sand Mortar Above 30 Cm. Thick Wall In : 583 Cement Mortar 1:6 ( 1-Cement:6-Sand ) . 584 Repairs To Plaster Of Thickness 12Mm To 20Mm In Patches Of Area 2.5 Sq. Metres And Under Including Cutting The Patch In Proper Shape, Raking Out Joints And Preparing And Plastering The Surface Of The Walls Complete Including Disposal Of Rubbish To The Dumping Ground Within 50 M Lead : With Cement Mortar 1 :4 ( 1 Cement : 4 Fine Sand ) 585 Repair To Stone Masonary In Cement Sand Mortar 1:6 With Old And New Stone. 586 Cutting Jhiri Above 75Mmx75mm And Below 150X150 Mm Etc. And Making Good. 587 Providing And Laying In Position Cement Concrete Including Curing Compaction Etc. Of Specified Grade Excluding The Cost Of Centering And Shuttering =All Up To Plinth Level 588 M15 Grade Nominal Mix 1: 2: 4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stoneaggregate 20Mm Nominal Size ) . 589 Providing And Laying In Position Specified Grade Ofcement Concrete For Rcc Structural Elements Upto Floor Five Level Including Curing, Compaction, Finishing With Rendering In Cement Sand Mortar 1:3 ( 1 Cement: 3 Coarse Sand ) And Making Good The Joints And Cost Of Plastizers ( If Required ) Excluding The Cost Of Centering, Shuttering And Reinforcementfor Walls ( Any Thickness ) Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts And Struts Etc. M20 Grade Nominal Mix / Design Mix 590 Centering & Shuttering With Plywood Or Steel Sheets Including Strutting, Propping Bracing Both Ways With Steel Propsand Removal Of Formwork For Upto Floor Five Level For : 591 Columns, Pillars, Posts And Struts Etc. 592 Providing And Fabricating Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding ( Including Cost Of Binding Wire ) All Complete Up To Floor Five Level. 593 Hot Rolled Deformed Bars ( Is : 1139 ) . 594 Plaster On New Surface On Walls In Cement Sand Mortar 1:6 Including Racking Of Joint Etc. Complete Fine Finished: 595 20 Mm Thick. 596 Brick Work With F.P.S. Bricks Of Class Designation 75 In Superstructure Above Plinth Level Upto Floor V Level In All Shapes And Sizes In : 597 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 598 Structural Steel Work In Single Section Fixed With Or Without Connecting Plate Including Cutting, Hoisting ( Height Upto 10 M ) , Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete. 599 Providing And Fixing Steel Gate Grating And Grills Made Of Angles, Tees, Square Bars Or Other Flats Black Pipe With Holdfast And Fittings Complete As Per Design And Drawing Including Cutting Welding And Fabrication With Priming Coat Of Red Oxide. 600 Removing White Or Colour Wash By Scrapping And Sand Papering And Preparing The Surface Smooth Including Necessary Repairs To Scratches By Sandal / Loi. ( Only For Colour Changing Only ) . 601 Finishing Wall With Water Proofing Cement Paint Of Approved Brand And Manufacture And Or Required Shade To Give An Even Shade Including All Scaffolding: 602 Old Work ( One Or More Coats ) . 603 Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture Togive An Even Shade : 604 Two Or More Coats On New Work. 605 One Or More Coats On Old Work. 606 Part : E Electrical Works 607 33 Kvring Main Unit Consisting Of 2 Lbs At Incoming & 2 VcbSoutgoing As Per Requirements And Specifications. 608 Stranded Compact Circular Aluminium Conductor, Conductor Screened With Extruded Semi Conducting Compound, Xlpe Insulated, Insulation Screened With Copper Tape, Cores Laid Up, Inner Sheath Of Pe Type, Galvanised Steel Flat Strip Armoured And Overall Pvc Sheathed Cable Confirming To Is 7098 / Ii / 85 With Latest Amendments Of 33 Kv ( Ue ) 609 3Cx300 Mm2 610 Providing & Making Heat Shrinkable Type Indoor / Outdoor / Straight Through Terminations / Joint Kit Of Approved Make Suitable For Xlpe Insulated 33 Kv Cable, With Required Components, Prepration Of Cable Ends, Testing Etc. 611 3 Core 240 / 300 / 400 Sq.Mm 612 Outdoor 613 Indoor 614 Sitc Of Floor Mounted Pmcc ( Indoor, Dust Proff Ip-4X Front Operated With 2 Mm Thick Sheet Metal Compartmentalised ) With All Accessible Parts, Head Shrinkable Sleeves, Smc / Dmc Bus Bar Supports, Padlocking Facility On Outgoing Feeders Etc. 615 Lv Capacitor With Apfc Panel 616 Sitc Of Microprocessor Based Intelligent Power Factor Correction Relay Having Sensitivity Up To 50 Milli Amp Secondary Current And Following Way, Self Analysing Auto C / K Setting According To Targeted Power Factor Setting, The Relay Shall Have Minimum Three Digit Display Unit For Display Of Real Power Factor, Targeted Power Factor, Lag / Lead Capacitor Switching Status, Alarm Output For Under Current, Over Current, Insufficient Compensation, Indication Of Switching On Units, Auto / Manual Status, And 6 To 14 Stage - Sensitivity Upto 50 Milli Amp. 617 Sitc Of Self Healing Mpp / Mp Type Shunt Capacitor ( Banks ) Conforming To Is:13340-41 / Iec :831-1&2 In Existing Panel Or Parallel With Load Terminals , The Capacitor Shall Be Fitted With Discharge Resistors, Pressure Sensitive Disconnector ( Psd ) And Shall Have Dissipation Factor Less Than 0.0025 At 50 Hz And Total Wattage Loss Less Than 0.5 Watt Per Kvar. Including Making Connections With Suitable Capacity Conductors / Cables Testing As Required.Heavy Duty Three Phase 440 V , 50 Hz Capacitor ( Bank ) 618 P / Laying Xlpe Insulated / P.V.C. Sheathed Cable Of 1.1 Kv Grade With Aluminium Conductor Armoured Of Is:7098-I / 1554-1 Approved Make In Ground As Per Is:1255 Including Excavation Of 30Cmx75cm Size Trench, 25 Cm Thick Under Layer Of Sand, Iind Class Bricks Covering, Refilling Earth, Compaction Of Earth, Making Necessary Connection, Testing Etc. As Required Of Size. 619 3 / Cx6 Sq Mm 620 3 / Cx10 Sq Mm 621 3 / Cx16 Sq Mm 622 3 / Cx25 Sq Mm 623 3 / Cx240 Sq Mm 624 Supplying And Making One End Termination With Heavy Duty Double Compression Brass Gland Sibg Type, Aluminium Lugs Duly Crimped With Crimping Tool, Pvc Tape Etc For Following Size Of Armoured Pvc Insulated & Pvc Sheathed / Xlpe Aluminium Conductor Cable Of 1100 Volt Grade As Required Of Size. 625 3 / Cx6 Sq Mm 626 3 / Cx10 Sq Mm 627 3 / Cx16 Sq Mm 628 3 / Cx25 Sq Mm 629 3 / Cx240 Sq Mm 630 Providing & Laying Xlpe / Pvc Pvc Insulated & Pvc Sheathed Armoured Control Cable Of 1.1 Kv Grade With Copper Conductor As Per Is 1275 Including Escavation Of 30Cmx 75 Cm Size Trench 25 Cm Thick Under Layer Of Sand And Lind Class Of Bricks Covering 631 3C X 2.5 Sq.Mm 632 5Cx1.5 Sq Mm 633 14Cx1.5 Sq Mm 634 Supply & Makingone End Termination With Heavy Duty Single Compression Brass Gland Sibg Type, Copper Lugs Duly Crimped With Crimping Tool, Pvc Tape Etc For Following Size Of Arrmoud Pvc Insulated And Pvc Sheated / Xlpe Almunium Cunductor Cable Of 1100 Volt Grad As Required Size. 635 3C X 2.5 Sq.Mm 636 5C X 2.5 Sq.Mm 637 14 C X 2.5 Sq.Mm 638 Supply, Fabricating & Installing Following Sizes Of Perforated Cable Trays Including Horizontal And Vertical Bends, Reducers Tees, Cross Members And Other Accessories As Required And Duly Suspended From The Ceiling With Suspenders And Including Painting As Required. 639 600Mm X 50Mm X 2.0Mm 640 150Mm X 50Mm X 1.6Mm 641 Supply, Installation, Testing And Commissioning Of Copper Wound Transformers 33 / 0.433 Kv, Three Phase, 50 Hz, Dyn 11, Onan Type , Standard Accessories With Off Load Tap Changer ( +5% To -10% In Steps Of 2.5% ) , Winding / Top --- Temperature Rise Of 45°C / 40°Cfirst Fill Oil, Having Permissible Total Loss Values Not Exceeding 7.5% Of The Maximum Total Loss Values For 11 Kv As Per Energy Efficiency Level - 2 At Basic Insulation Level Conferming To Iss 2026 ( Part- I To Part - Ii ) , Latest Ammended And Is 1180 Part-I : 2014. Transformers Described As Above And As Per The Following Continuous Rating 642 400 Kva 643 1250 Kva 644 1600 Kva 645 S.I.T.C. Of Bus Duct Arrangement In Convenient Sections Complete With Enclouser Of Crca Sheet Steel Of Minimum 2 Mm Thickness, Aluminium Bus Bar And Earth Bus For Use On 3 Phase, 4 Wire, 415 Volts, A.C. Supply With Degree Of Protection Ip-42 For The Following Current Carrying Capacity, Including Jointing Of Sections, Copper Flexible Joints. Expansion Joints, Bends, And Earthing With 2 Runs Of Alum. Strips Etc. As Required 646 1 Straight Run With 2 Earth Bus 3200 Amp 647 Bend 3200 Amp 648 Copper Flexible Tpn 3200 Amp 649 Supply Installation Testing & Commissioning Of Local Push Button Stations 650 Maintenance Free Gel Earthing With Pipe In Pipe / Strip In Pipe Technology Filled With Anti Corrosive Conductive Compound ( Cpri Tested ) Below The Ground In 150 -200 Mm Dia Earth Pit And Surrounding Filled With Required Mineral Filling Compound ( Mfc Should Have Hygroscopic Proper Ty To Retain The Moisture For Long Time To Create Low Resistance Zone ) And C.C. Finished Chamber Covered With Hinge Type With Locking Arrangement C.I Cover. C.I. Frame Of Size 300Mm X300mm Complete Testing Of Earth Resistance As Required Of Following Sizes With Pipe In Pipe Technology ( Inner Pipe Dia / Outer Pipe Dia ) 80 -100 Micron G.I. Coating Of The Size G.I. Pipe 3000 Mm Long , 80 / 40 Mm , Terminal 14 Mm G.I. Strip 651 S & Laying Following Size Earth Wire / Strip In Horizontal Or Vertical Run In Ground / Surface / Recess Including Riveting, Soldering, Saddles, Making Connection Etc. As Required. 652 50Mm X 6Mm G.I. Strip 653 25Mm X 6Mm G.I. Strip 654 25Mm X 3Mm G.I. Strip 655 10 Swg G.I. Wire 656 P & F Lightning Conductor Final Made Out Of 25 Mm Dia., 300 Mm Long Copper Tube Having Single Prong At Top With 85 Mm Dia., 3 Mm Thick Copper Base Plate Including Holes Etc. Complete As Required. 657 Part : F Instrumentation & Scada 658 Sitc Of Ultrasonic Level Transmitter Suitable For Measuring Water Level In Reservoir, Normal Powered 24Vdc, Type Of Transmitter: Two Wire ( 4-20 Ma ) , Cable Entry:1 / 2 Npt ( F ) , Sensor Material: Pp, Slip-On Flange: 2 ½” Flange, Material Of Construction For Slip-On Flange: Pp, Output 4~20Ma, Hart Compatible, Accuracy + / _ 0.2 % As Per Detailed Technical Specification, Scope Of Work And Direction Of Engineer In Charge. Measuring Range 0.0 To 6.0 Mtr 659 Providing, Installation, Testing And Commissioning Of Diaphragm Type Pressure Gauges Dial Size 150 Mm Glycerin Filled Shatterproof Glass, Over Range Protection: 125% Of Maximum Pressure, Material Of Sensor And Other Wetted Parts: Ss Type 316, Housing Material: Die Cast Aluminum 660 Providing, Installation, Testing And Commissioning Of Pressure Transmitter For Water Application: Range: 0-10 Bar / Power Supply: 24 V Dc / Output: 4-20 Ma With Hart / Diaphragm: Ss316l / Process Connection: 1 / 2 Npt ( M ) / Accuracy: 0.15% Protection: Ip671 / 2 M ( Npt ) 661 Sitc Of D / F Full Bore Type Electromagnetic Flow Meter Of Approved Make Of Following Dia And Specifications Complete: Media : Water ( Raw / Chlorinated ) , Pressure : Up To 1.5Mpa, Process Temp: - 50 Deg C, Flow / Meter Tube : Ss 304, Electrode : Ss Aisi 316L / Hastelloy C276 / Tantalum, Lining Material : Hard Rubber / Neoprene / Poly-Urethane ( Pu ) , Flange : Ss / Cs, Flange Standard & Rating : Ansi 150, Coil Housing : Ss Aisi 304 / Carbon Steel / Die Cast Aluminium, With Anticorrosive Paint & Provide Completely Sealed ( Leak Proof ) Construction As Per Requirement Of Iec 60529, Accuracy : ± 0.5 % M.V.- Velocity 0.3 To 10 M / S, Transmitter / Signal Convertor Enclosure : Die Cast Aluminium, Power Supply : 80-240 V Ac - 50Hz, Output 1 : 4-20 Ma, Output 2: Pulse, Communication Output : Rs 485 / Heart, Display Type : Lcd / Led Display, Cable Entry : M20 X 1.5, Provision Of Ram / Prom To Store Calibration And Configuration Parametersand Totalizer Value During Power Failure, Protection Category- Ip 68 For Sensor ( Flow Tube ) And Ip 67 For Transmitter / Convertor, Including Surge Arrester, If Required, And All Materials Required For Making Connection With Existing Pipeline Including Cutting The Existing Pipeline Etc. Complete In All Respect As Per Technical Specification And As Per Direction Of Engineer In-Charge.Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work. 662 150 Mm Dia 663 200 Mm Dia 664 250 Mm Dia 665 400 Mm Dia 666 900 Mm Dia 667 Sitc Of Bulk Flow Meter With Removable Mechanism Class B Confirming To Iso:4064:2005 / Is: 2373Of Approved Make Of Following Dia Sized Pipelines And Specifications Complete:Media : Water ( Clear ) , Temp. 50 Deg., Pr. Rating: Pn16, Protection Type: Ip- 68, Body Material : Is-210 Gr. Fg-200, Accuracy Class :Class B ( ±2 % @ Nominal Flow Rate ) , Magnetic Drive, Dry Dial, Epoxy Powder Coated, Pulse Out Put Option, Anti-Magnetic Protection Including All Materials And Making Connection With Existing Pipeline Required For Bulk Flow Meter Including Cutting The Existing Pipeline Etc. Complete In All Respect As Per Technical Specification And As Per Direction Of Engineer In-Charge.Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work. 668 Bfm 100 Mm 669 Bfm 150 Mm 670 Bfm 250 Mm 671 Sitc Of Rtu Complete With Di, Do, Ai And Modbus Communication Ports And Power Supply ( 24 V, Dc ) 672 Providing And Laying Stranded / Flexible Annealed Bare Copper Conductor , Xlpe / Pvc Insulated 2 Pair 1.5 Sqmm Suitably Laid Up Together Overall Polyester Taped Al ( Mylar Tape Wrapped ) Along With Atc Drain Wire Overall Pvc Sheathed ( St-1 ) Overall Screened Triad Armoured Instrumentation Cables Generally Confirming To Pas 5308- Part-2-2009 673 Providing & Laying Xlpe / Pvc Pvc Insulated & Pvc Sheathed Armoured Control Cable Of 1.1 Kv Grade With Copper Conductor As Per Is 1275 Including Escavation Of 30Cmx 75 Cm Size Trench 25 Cm Thick Under Layer Of Sand And Lind Class Of Bricks Coveringsize 3C X 2.5 Sq.Mm 674 Supply, Installation, Testing And Commissioning Of Mnre Approved Off Grid Solar Panels For Running Of Motor Pumps With 25 Years Of Linear Generation Warranty, Work Includes Designing Of Solar Panel Area And Ms Frame And Foundation On Ground / Roof Of Pump House Or Cwr, Showing Arrangement Of Panel In Available Space, Installation Of Pv Module On Ms Frame As Per Approved Design And Drawings. Mounting Structure Shall Be Suitably Design To Withstand Wind Velocity Up To 150Km / Hr. The Work Shall Be Executed As Per Detailed Technical Specifications, Approved Drawing And Direction Of Engineer In Charge. Note: There Shallbe5 Year Service Warranty For Solar Panel And Mounting Structure Andsuitable Provision Shall Be Included In Tender Document ( Each Of .5 Kw ) 675 P&F Of Gsm / Gprs Based Data Transmitter Device Forwater Meter Compitable To Scada System. 676 Supply, Installation, Testing, Commissioning Of Plc / Scadasystem Including All Hardwares, Softwares, All Accessorings For Thefollowingpump Houses As Per System Configuration Alongwith Scada For Master Control Centre For Monitering The Water Supply. As Per Scope And Specificationscomplete In All Respect. Ans As Per Direction Of Eic At The Following Locations. 677 Cps Bhalari 678 Supply, Installation, Testing, Commissioning Of Master Control Room Including All Plc / Scadasystem, Hardwares, Softwares, All Accessorings For Thefollowingpump Houses As Per System Configuration Alongwith Scada For Master Control Centre For Monitering The Water Supply. As Per Scope And Specificationscomplete In All Respect. Ans As Per Direction Of Eic At The Following Locations.Churu 679 Part G : Operation & Maintainance & 680 Cost Of Operation And Maintenance Of The System For 10 Years After Defect Liability Period Of One Year @ 6.0%On Above Items Excluding Villages Inrta Systemand As Per Scope Of Work & Specification 681 Operation And Maintenance Charges 1St Year 682 Operation And Maintenance Charges 2Nd Year 683 Operation And Maintenance Charges 3Rd Year 684 Operation And Maintenance Charges 4Th Year 685 Operation And Maintenance Charges 5Th Year 686 Operation And Maintenance Charges 6Th Year 687 Operation And Maintenance Charges 7Th Year 688 Operation And Maintenance Charges 8Th Year 689 Operation And Maintenance Charges 9Th Year 690 Operation And Maintenance Charges 10 Th Year 691 Part H : Dismantling Of Old Pump Sets 692 Cost For Dismantling Of Old Pump Sets, Electrical Panels And Intrumentation Etc And Depositing In Depatmental Stores As Per Direction Of E.I.C. 693 Tps Karamsana 694 Ir-4 695 Cps / Tps Bhaleri 696 Cps / Tps Churu
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Rajasthan View Result →
36.
Road Transport and Highways #10188812 Price Bid
Karwar To Iikal Sh06 Km 154.20 To 158.20Km And 167.770 To 171.80Km Shiggaon Taluk Of Haveri District ( Job No Crif-Knt-2023-24-0019); 1 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness includingall labour, hire charges of all machineries etc., complete.with all lead and lifts and as per the directions of Engineer-in-charge of work. 2 Maintenance of Earthen Shoulder (filling with fresh soil)Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. (Average filling depth 150 mm),includingall labour, usage charges of machinery, lead, lifts, loading, unloading transporting etc., complete.with all lead and lifts and as per the directions of Engineer-in-charge of work. 3 Surface Drains in Soil (New)Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 1000 metres including all lead, lifts,all labour, usage charges of all machinery etc., complete.Mechanical Meanswith all lead and lifts and as per the directions of Engineer-in-charge of work. 4 Earthwork excavation for road work in soil by mechanical means with hydraulic excavator ofincluding cutting and loading in tippers, trimming bottom and sidesslopes, inaccordance with requirements of lines,grades, and cross sections and transporting to the embankment location, unloading, hire charges of all machineries etc., complete. With all lead and lifts and as directed by the Engineer in charge of work 5 Compacting Original Ground Compacting original ground supporting sub grade Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for subgrade construction including all lead, lifts, loading, unloading, all labour, usage charges of all machinery etc., complete.with all lead and lifts and as per the directions of Engineer-in-charge of work. 6 Construction of Subgrade and Earthen ShouldersConstruction of sub-grade and earthen shoulders with approved material obtained from borrow pits, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 laid in layers not exceeding 250 mm thick and compacting it by mechanical means after adding water to its OMC, so as to achieve 97% compaction ofmaximum dry density and finish the surface to the required camber, grade and cross section etc., speading, grading by motor grador,consolidation by rollerincluding all lead, lifts, loading, unloading, all labour, usage charges of machinery etc., complete. (New road formation)with all lead and lifts and as per the directions of Engineer-in-charge of work. 7 Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 including protection of edges of GSB layer, cost ofall materials, labour, usage charges of all machinery, lighting, guarding, barricading, maintenance of diversion road, loading & unloading all lead, lifts etc., complete(Compacted thickness) Grading-V Material (Close graded)with all lead and lifts and as per the directions of Engineer-in-charge of work. 8 Wet Mix Macadam (Plant Mix Method)Providing, laying, spreading and compacting graded stone aggregate as per table 400-12 & 400-13, to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layersin sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density of 98% includingprotection of edges of WMM layer, cost of all materials, labour, usage charges of all machinery, lighting, guarding, barricading, maintenance of diversion road, loading & unloading all lead, lifts etc., complete,(Compacted thickness).with all lead and lifts and as per the directions of Engineer-in-charge of work. 9 Prime CoatPrime Coat over WMM/WBM -Providing and applying primer coat with SS1bitumen emulsion complying IS-8887on 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 table-500-3, includingcost of allmaterials, labour, usage charges of all machinery, loading & unloading etc., complete,.with all lead and lifts and as per the directions of Engineer-in-charge of work. 10 Providing and applying tack coat with VG-10 grade bitumen using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom, & dusting by air compressor and spraying includingcost of allmaterials, labour, usage charges of all machinery, loading & unloading etc., complete,with all lead and lifts and as per the directions of Engineer-in-charge of work. 11 Dense Graded Bituminous MacadamGrading -II Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates as per table 500-7 of specified grading premixed with bituminous binder VG-30 paving bitumen as per clause 504.3.1 complying with IS-73-2013 of specified grading, premixed with bituminous binder at 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 respectsincluding cost of all materialsall labour, usage charges of all machinery all lead, lifts, loading, unloading stacking transporting etc., complete,including cost of primer/ tack coat- 50-75 mm compacted thickness.with all lead and lifts and as per the directions of Engineer-in-charge of work. 12 Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates as per table 500-7 of specified grading premixed with bituminous binder VG-30 paving bitumen as per clause 504.3.1 complying with IS-73-2013 of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler @2% by weight of agregate, 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. 507 complete in all respects including cost of all materialsall labour, usage charges of all machinery all lead, lifts, loading, unloading stacking transporting etc., complete, includinglead for bitumen, , including cost of primer/ tack coat - 30-40 mm compacted thickness.with all lead and lifts and as per the directions of Engineer-in-charge of work. 13 Kilometre StoneReinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8, fixing in position including painting and printing letters etc., includingcost of all materialsall labour, lead, lifts, loading, usage charges of machinery, unloading transporting etc., complete.Ordinary kilometer stone (precast)Cement: 74.05 Kg, F.A: 0.121 Cum, Metal : 0.242 Cum, Steel: 1.88 Kg with all lead and lifts and as per the directions of Engineer-in-charge of work. 14 5th KM stone 15 Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8, fixing in position including painting and printing letters etc., includingcost of all materialsall labour, lead, lifts, loading, usage charges of machinery, unloading transporting etc., complete.200 metrestone (precast) with all lead and lifts and as per the directions of Engineer-in-charge of work. 16 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous SurfaceProviding and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads at 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes, including, barricading, traffic diversion as per IRC-35, cleaning the surface of dirt, dust and other foriegn matter, demarcation at site, traffuc control,cost of all materialsall labour, lead, lifts, loading, unloading transporting etc., complete.5.50 kg per Sqm, 5 mm thickwith all lead and lifts and as per the directions of Engineer-in-charge of work. 17 Solar Powered Road Marker ( Solar Stud)Supplying of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered,LED self illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand temperatures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typical frequency of blinking is 1 Hz. There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shall not be less than 10 mm x 100 mm x 100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 Kilograms. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the engineer, including cost of all materialsall labour, lead, lifts, loading, unloading transporting etc., complete.with all lead and lifts and as per the directions of Engineer-in-charge of work. 18 Retro-Reflectorised Traffic SignsProviding and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of Class-B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 4mm thick Aluminium composite material sheet including lettering depending on the size of the sign fixed over back support frame of min 25 x 25 x 3mm Angle mounted on a mild steel circular pipe 65 NB 3.60mtrs high (min effective height 1.30 mtrs), 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67,as per clauses including curing, cost of all materialsall labour, lead, lifts, loading, unloading transporting etc., complete.with all lead and lifts and as per the directions of Engineer-in-charge of work.with all lead and lifts and as per the directions of Engineer-in-charge of work. 19 Direction and Place Identification Signs with size more than 0.9 sqm size Board.Providing and erecting direction and place identification retro-reflectorised sign as per IRC :67 made of High Intensity grade sheeting lause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminum composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm MS Angle mounted on two nos. of mild steel circular pipe 65 NB, 3.2 mm thicknness and 4.5 meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing, including curing, cost of all materialsall labour, lead, lifts, loading, unloading transporting etc., complete.with all lead and lifts and as per the directions of Engineer-in-charge of work. 20 Providing and erecting Project Display board of size 1.80m verticle and 1.6m horizontal made of cold rolled coil sheet 16 gauge (1.6mm thickness) sheeting strengthened by welding to MS angle of size 35x35x5mm iron frame work on all sides, extra cross verticle angle fixed using nuts and bolts, base of board shall be cleaned, applying red oxide and black paint by sprayer on both sides of the board and all MS iron frame works, back ground of the facing side of the board painted in traffic yellow, project information written in English/Kannada/Hindi, painting letters and numerials in black, fixed on a mild steel angle iron posts 75mmx75mmx6mm, 2 Nos. firmely fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45Cmx45Cmx60Cm, 60Cm below ground level and board 2.80m from ground level ( 2 Nos of 3.80m over all length each ) as per approved drawing including necessary cost of letterings, labour, hire charges of machineries, transportation, loading and unloading etc, complete.With all lead and lifts & as directed by the Engineer in charge of work.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 7
Karnataka View Result →
37.
Power #10172978 AOC
Tender For Annual Maintenance Repair Of Md Dvvnl Office Vidyut Adhikari Colony At 220 Kv Sub Station, Sikandra, Agra - 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: (DSR 2.1) All kinds of soil (DSR 2.1.1) 2 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 for all lift, as directed by Engineer-in-charge. (DSR 2.6) All kinds of soil (DSR 2.6.1) 3 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.(DSR 2.8) All kinds of soil. (DSR 2.8.1) 4 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 )(DSR 2.25) 5 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. (DSR )(DSR 2.25(a)) 6 Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. (DSR 2.26) All kinds of soil (DSR 2.26.1) 7 Supplying and filling in plinth withsand under floors, including watering, ramming, consolidating and dressing complete. (DSR )(DSR 2.27) 8 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. (DSR 2.28) All kinds of soil (DSR 2.28.1) 9 Ploughing the existing ground to a depth of 15 cm to 25 cm and watering the same. (DSR 2.29) All kinds of soil (DSR 2.29.1) 10 Excavating holes more than 0.10 cum & upto 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil, as directed within a lead of 50 m and lift upto 1.5 m. (DSR 2.3) All kinds of soil (DSR 2.30.1) 11 Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. (DSR )(DSR 2.31) 12 Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. (DSR )(DSR 2.32) 13 Supplying chemical emulsion in sealed containers including delivery as specified. (DSR 2.34) Chlorpyriphos/ Lindane emulsifiable concentrate of 20% (DSR 2.34.1) 14 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : (DSR 2.35) Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300mm including excavation channel along the wall & rodding etc. complete: 2.35.1 With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration (DSR 2.35.1.1) 15 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : (DSR 2.35) Along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holes etc.: 2.35.2 With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration (DSR 2.35.2.1) 16 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : (DSR 2.35) 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: 2.35.3 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration (DSR 2.35.3.1) 17 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : (DSR 2.35) 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 : 2.35.4 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration (DSR 2.35.4.1) 18 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : (DSR 2.35) Treatment at points of contact of wood work by chemical emulsion Chlorpyriphos/ Lindane (in oil or kerosene based solution) @ 0.5 litres per hole by drilling 6 mm dia holes at downward angle of 45 degree at 150 mm centre to centre and sealing the same. (DSR 2.35.5) 19 Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge. (DSR )(DSR 2.36) 20 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : (DSR 4.1) 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (DSR 4.1.2) 21 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : (DSR 4.1) 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) (DSR 4.1.3) 22 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : (DSR 4.1) 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) 23 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : (DSR 4.1) 1:5:10 (1 cement : 5 fine sand derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) (DSR 4.1.11) 24 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: (DSR 4.2) 1:1½:3 (1 cement : 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). (DSR 4.2.2) 25 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: (DSR 4.2) 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) (DSR 4.2.3) 26 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: (DSR 4.2) 1:2:4 (1 Cement : 2 coarse sand (zone-III)including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 25% : 4 graded stone aggregate 20 mm nominal size including Recycled Concrete Aggregate (RCA) upto 25%)). (DSR 4.2.3A) 27 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: (DSR 4.2) 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources). (DSR 4.2.8) 28 Centering and shuttering including strutting, propping etc. and removal of form work for : (DSR 4.3) Foundations, footings, bases for columns (DSR 4.3.1) 29 Centering and shuttering including strutting, propping etc. and removal of form work for : (DSR 4.3) Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. (DSR 4.3.2) 30 Centering and shuttering including strutting, propping etc. and removal of form work for : (DSR 4.3) Columns, piers, abutments, pillars, posts and struts (DSR 4.3.3) 31 Providing and laying cement concrete in kerbs, steps and the like at or near ground level excluding the cost of centering, shuttering and finishing. (DSR 4.4) 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (DSR 4.4.1) 32 Providing and fixing up to floor five level precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, stair cases, etc., including hoisting and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), cost of required Centering complete. (DSR 4.5) 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources) (DSR 4.5.1) 33 Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete. (DSR 4.6) 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). (DSR 4.6.1) 34 Providing and fixing up to floor five level precast cement concrete solid block, including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering complete : (DSR 4.7) 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). (DSR 4.7.1) 35 Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450mm long with 150x150x6mm M.S. plate welded at bottom and embedded 150mm in 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), including necessary excavation of size 250x250x450mm deep for the same in bitumen/concrete pavement at specified spacing. (DSR )(DSR 4.9) 36 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 )(DSR 4.11) 37 Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturers specification. (DSR )(DSR 4.12) 38 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 : (DSR 5.1) C (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 5.1.2) 39 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 : (DSR 5.2) 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) 40 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 )(DSR 5.3) 41 Providing and laying reinforced cement concrete in kerbs, steps and the like at or near ground 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 )(DSR 5.4) 42 Reinforced cement concrete work in arches, archribs, domes, vaults, shells, folded plate and roofs having slope more than 15° 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 )(DSR 5.5) 43 Reinforced cement concrete work in chimneys, shafts, 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 )(DSR 5.6) 44 Reinforced cement concrete work in vertical and horizontal fins individually or forming box louvers, facias and eaves boards 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 20mm nominal size derived from natural sources). (DSR )(DSR 5.8) 45 Centering and shuttering including strutting, propping etc. and removal of form for (DSR 5.9) Foundations, footings, bases of columns, etc. for mass concrete (DSR 5.9.1) 46 Centering and shuttering including strutting, propping etc. and removal of form for (DSR 5.9) Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. (DSR 5.9.2) 47 Centering and shuttering including strutting, propping etc. and removal of form for (DSR 5.9) Suspended floors, roofs, landings, balconies and access platform (DSR 5.9.3) 48 Centering and shuttering including strutting, propping etc. and removal of form for (DSR 5.9) Shelves (Cast in situ) (DSR 5.9.4) 49 Centering and shuttering including strutting, propping etc. and removal of form for (DSR 5.9) Lintels, beams, plinth beams, girders, bressumers and cantilevers (DSR 5.9.5) 50 Centering and shuttering including strutting, propping etc. and removal of form for (DSR 5.9) Columns, Pillars, Piers, Abutments, Posts and Struts (DSR 5.9.6) 51 Centering and shuttering including strutting, propping etc. and removal of form for (DSR 5.9) Stairs, (excluding landings) except spiral-staircases (DSR 5.9.7) 52 Centering and shuttering including strutting, propping etc. and removal of form for (DSR 5.9) Chimneys and shafts (DSR 5.9.11) 53 Centering and shuttering including strutting, propping etc. and removal of form for (DSR 5.9) Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards(DSR 5.9.13) 54 Centering and shuttering including strutting, propping etc. and removal of form for (DSR 5.9) Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like (DSR 5.9.15) 55 Centering and shuttering including strutting, propping etc. and removal of form for (DSR 5.9) Edges of slabs and breaks in floors and walls 5.9.16 Under 20 cm wide (DSR 5.9.16.1) 56 Centering and shuttering including strutting, propping etc. and removal of form for (DSR 5.9) Weather shade, Chajjas, corbels etc., including edges (DSR 5.9.19) 57 Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of 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 )(DSR 5.12) 58 Providing, hoisting and fixing up to floor five level precast reinforced cement concrete in small lintels not exceeding 1.5m clear span up to floor five level, including the cost of required centering, shuttering but , excluding the cost of 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 )(DSR 5.13) 59 Providing, transporting, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in lintels, beams and bressumers, including setting in cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering and shuttering but , excluding the cost of 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 )(DSR 5.15) 60 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. (DSR 5.22) Thermo-Mechanically Treated bars of grade Fe-500D or more. (DSR 5.22.6) 61 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. (DSR 5.22A) Thermo-Mechanically Treated bars of grade Fe-500D or more. (DSR 5.22A.6) 62 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: (DSR 6.1) Cement mortar 1:4 (1 cement : 4 coarse sand) (DSR 6.1.1) 63 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: (DSR 6.1) Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR 6.1.2) 64 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 : (DSR 6.4) Cement mortar 1:4 (1 cement : 4 coarse sand) (DSR 6.4.1) 65 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 : (DSR 6.4) Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR 6.4.2) 66 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. (DSR 6.13) Cement mortar 1:4 (1 cement :4 coarse sand) (DSR 6.13.2) 67 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. (DSR 8.2) Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marble 8.2.1 Area of slab upto 0.50 sqm (DSR 8.2.1.1) 68 (DSR 8.2) Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marble 8.2.1 Area of slab over 0.50 sqm (DSR 8.2.1.2) 69 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. (DSR 8.2) Granite stone slab of colour black, Cherry/Ruby red 8.2.2 Area of slab upto 0.50 sqm (DSR 8.2.2.1) 70 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. (DSR 8.2) Granite stone slab of colour black, Cherry/Ruby red 8.2.2 Area of slab over 0.50 sqm (DSR 8.2.2.2) 71 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. (DSR 8.2) Granite stone slab of all colour and texture except black, Cherry/Ruby red 8.2.3 Area of slab over 0.50 sqm (DSR 8.2.3.2) 72 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. (DSR 8.3) Granite work (DSR 8.3.2) 73 Extra for fixing marble /granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete. (DSR )(DSR 8.4) 74 Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. (DSR )(DSR 8.5) 75 Mirror polishing on marble work/Granite work/stone work where ever required to give high gloss finish complete. (DSR )(DSR 8.6) 76 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) : (DSR 8.14) Red sand stone - exposed face fine dressed with rough backing. 8.14.1 30 mm thick (DSR 8.14.1.5) 77 Providing and fixing plywood 4 mm thick, one side decorative veneer conforming to IS: 1328 (type-1), for plain lining / cladding with necessary screws, including priming coat on unexposed surface with : (DSR 8.28) Decorative veneer facings of approved manufacture (DSR 8.28.1) 78 Providing and fixing skirting with Pre-laminated (one side decorative and other side balancing lamination) flat pressed 3 layer or graded particle board (medium density) Grade I, Type II, IS :12823 marked, with necessary fixing arrangements and screws, including drilling necessary holes for rawl plugs etc. and priming coat on unexposed surface complete : (DSR 8.3) 18 mm thick (DSR 8.30.1) 79 Providing and fixing skirting with Pre-laminated (one side decorative and other side balancing lamination) flat pressed 3 layer or graded particle board (medium density) Grade I, Type II, IS :12823 marked, with necessary fixing arrangements and screws, including drilling necessary holes for rawl plugs etc. and priming coat on unexposed surface complete : (DSR 8.3) 25 mm thick (DSR 8.30.2) 80 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. (DSR )(DSR 8.31) 81 Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including:(a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design.(b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. (c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium item.s The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. (DSR )(DSR 8.32) 82 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). (DSR 9.1) Sal wood (DSR 9.1.2) 83 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 hingesand necessary screwsshall be paid separately) (DSR 9.5) Second class teak wood 9.5.1 35 mm thick shutters (DSR 9.5.1.1) 84 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 hingesand necessary screwsshall be paid separately) (DSR 9.5) Second class teak wood 9.5.1 30 mm thick shutters (DSR 9.5.1.2) 85 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 : (DSR 9.7) Second class teak wood (DSR 9.7.1) 86 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 with necessary screws. (DSR 9.9) Second class teak wood 9.9.1 35 mm thick (DSR 9.9.1.1) 87 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 with necessary screws. (DSR 9.9) Second class teak wood 9.9.1 30 mm thick (DSR 9.9.1.2) 88 Extra for providing heavy sheet float glass panes instead of ordinary float glass in glazed doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured) (DSR 9.11) 5.0 mm thick(weight not less than 12.50 kg per sqm) instead of 4 mm thick(weight not less than 10 kg per sqm). (DSR 9.11.1) 89 Extra for providing frosted glass panes 4 mm thick (weight not less than 10 kg per sqm) instead of ordinary float glass panes 4 mm thick(weight not less than 10 kg per sqm) in doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured). (DSR )(DSR 9.12) 90 Extra for providing ISI marked Stainless Steel butt hinges instead of M.S. pressed butt hinges bright finished of required size with necessary screws. (Shutter area to be measured). (DSR )(DSR 9.14) 91 Providing and fixing 25 mm thick shutters for cup board etc. : (DSR 9.16) Panelled or panelled & glazed shutters : 9.16.1 Second class teak wood including ISI marked nickel plated bright finished M.S. piano hinges with necessary screws (DSR 9.16.1.2) 92 Providing and fixing 25 mm thick shutters for cup board etc. : (DSR 9.16) Glazed shutters : 9.16.2 Second class teak wood including ISI marked nickel plated bright finished M.S. piano hinges with necessary screws (DSR 9.16.2.2) 93 Providing and fixing flat pressed three layer particle or gradedplain wood board medium density exterior grade (Grade I) FPT-I, conforming and markedto frame, backing or studding with screws etc. complete (Frames, backing or studding to be paid separately): (DSR 9.17) 12 mm thick (DSR 9.17.1) 94 Providing and fixing flat pressed three layer particle or gradedplain wood board medium density exterior grade (Grade I) FPT-I, conforming and markedto frame, backing or studding with screws etc. complete (Frames, backing or studding to be paid separately): (DSR 9.17) 18 mm thick (DSR 9.17.2) 95 Providing and fixing Pre-laminated flat pressed 3 layer (medium density) particle board or graded wood particle board IS : 3087 marked, with one side decorative and other side balancing lamination Grade I, Type II exterior grade IS : 12823 marked, in shelves with screws and fittings wherever required, edges to be painted with polyurethane primer (fittings to be paid separately). (DSR 9.18) 18 mm thick (DSR 9.18.1) 96 Providing and fixing Pre-laminated flat pressed 3 layer (medium density) particle board or graded wood particle board IS : 3087 marked, with one side decorative and other side balancing lamination Grade I, Type II exterior grade IS : 12823 marked, in shelves with screws and fittings wherever required, edges to be painted with polyurethane primer (fittings to be paid separately). (DSR 9.18) 25 mm thick (DSR 9.18.2) 97 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. (DSR 9.2) 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws (DSR 9.20.1) 98 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. (DSR 9.2) 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws (DSR 9.20.2) 99 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. (DSR 9.2) 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. Piano hinges IS : 3818 marked with necessary screws (DSR 9.20.3) 100 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: (DSR 9.21) 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws (DSR 9.21.1) 101 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: (DSR 9.21) 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws (DSR 9.21.2) 102 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: (DSR 9.21) 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. piano hinges with necessary screws (DSR 9.21.3) 103 Extra if louvers (not exceeding 0.2 sqm) are provided in flush door shutters (overall area of door shutters to be measured). (DSR 9.25) Decorative type door (DSR 9.25.1) 104 Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured). (DSR )(DSR 9.26) 105 Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws :35 mm thick shutters (DSR 9.27.1) with ISI marked M.S. pressed butt hinges bright finished of required size 9.27.1.1 Second class teak wood (DSR 9.27.1.1.1 ) 106 Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws :35 mm thick shutters (DSR 9.27.1) With ISI marked stainless steel butt hinges of required size 9.27.1.2 Second class teak wood (DSR 9.27.1.2.1) 107 Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws :30 mm thick shutters (DSR 9.27.2) with ISI marked M.S. pressed butt hinges bright finished of required size 9.27.2.1 Second class teak wood (DSR 9.27.2.1.1) 108 Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws :30 mm thick shutters (DSR 9.27.2) With ISI marked stainless steel butt hinges of required size 9.27.2.2 Second class teak wood (DSR 9.27.2.2.1) 109 Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete : (DSR 9.4) 2nd class teak wood 9.40.1 50x12 mm (DSR 9.40.1.1) 110 Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete : (DSR 9.4) 2nd class teak wood 9.40.1 50 x 20 mm (DSR 9.40.1.2) 111 Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete : (DSR 9.4) Kiln seasoned and chemically treated hollock wood 9.40.2 50x12 mm (DSR 9.40.2.1) 112 Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete : (DSR 9.4) Kiln seasoned and chemically treated hollock wood 9.40.2 50x20 mm (DSR 9.40.2.2) 113 Providing and fixing nickel plated M.S. pipe curtain rods with nickel plated brackets : (DSR 9.47) 20 mm dia (heavy type) (DSR 9.47.1) 114 Providing and fixing nickel plated M.S. pipe curtain rods with nickel plated brackets : (DSR 9.47) 25 mm dia (heavy type) (DSR 9.47.2) 115 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. (DSR 9.48) Fixed to steel windows by welding (DSR 9.48.1) 116 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. (DSR 9.48) Fixed to openings /wooden frames with rawl plugs screws etc. (DSR 9.48.2) 117 Providing and fixing ISI marked, IS : 1341, M.S. heavy weight bright finished butt hinges with necessary screws etc. complete : (DSR 9.56) 125x90x4.00 mm (DSR 9.56.1) 118 Providing and fixing ISI marked, IS : 1341, M.S. heavy weight bright finished butt hinges with necessary screws etc. complete : (DSR 9.56) 100x75x3.50 mm (DSR 9.56.2) 119 Providing and fixing ISI marked, IS : 1341, M.S. heavy weight bright finished butt hinges with necessary screws etc. complete : (DSR 9.56) 75x60x3.10 mm (DSR 9.56.3) 120 Providing and fixing ISI marked IS:1341 oxidised M.S. pressed butt hinges with necessary screws etc. complete. (Copper oxidised as per IS 1378) (DSR 9.57) 125x65x2.12 mm (DSR 9.57.1) 121 Providing and fixing ISI marked IS:1341 oxidised M.S. pressed butt hinges with necessary screws etc. complete. (Copper oxidised as per IS 1378) (DSR 9.57) 100x58x1.90 mm (DSR 9.57.2) 122 Providing and fixing ISI marked IS:1341 oxidised M.S. pressed butt hinges with necessary screws etc. complete. (Copper oxidised as per IS 1378) (DSR 9.57) 75x47x1.70 mm (DSR 9.57.3) 123 Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc. complete (Copper oxidised as per IS 1378) (DSR 9.59) 150 mm (DSR 9.59.1) 124 Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc. complete (Copper oxidised as per IS 1378) (DSR 9.59) 125 mm (DSR 9.59.2) 125 Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc. complete (Copper oxidised as per IS 1378) (DSR 9.59) 100 mm (DSR 9.59.3) 126 Providing and fixingISI marked IS: 453 oxidised M.S. double acting spring hinges with necessary screws etc. complete (Copper oxidised as per IS 1378) (DSR 9.6) 150 mm (DSR 9.60.1) 127 Providing and fixingISI marked IS: 453 oxidised M.S. double acting spring hinges with necessary screws etc. complete (Copper oxidised as per IS 1378) (DSR 9.6) 125 mm (DSR 9.60.2) 128 Providing and fixingISI marked IS: 453 oxidised M.S. double acting spring hinges with necessary screws etc. complete (Copper oxidised as per IS 1378) (DSR 9.6) 100 mm (DSR 9.60.3) 129 Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete (Copper oxidised as per IS 1378) (DSR 9.62) 300x16 mm (DSR 9.62.1) 130 Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete (Copper oxidised as per IS 1378) (DSR 9.62) 250x16 mm (DSR 9.62.2) 131 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) (DSR 9.63) 250x10 mm (DSR 9.63.1) 132 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) (DSR 9.63) 200x10 mm (DSR 9.63.2) 133 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) (DSR 9.63) 150x10 mm (DSR 9.63.3) 134 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) (DSR 9.63) 100x10 mm (DSR 9.63.4) 135 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). (DSR )(DSR 9.64) 136 Providing and fixing ISI marked oxidised M.S. door latches conforming to IS:5930 with screws etc. complete (Copper oxidised as per IS 1378) (DSR 9.65) 300x20x6 mm (DSR 9.65.1) 137 Providing and fixing ISI marked oxidised M.S. door latches conforming to IS:5930 with screws etc. complete (Copper oxidised as per IS 1378) (DSR 9.65) 250x20x6 mm (DSR 9.65.2) 138 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete (Copper oxidised as per IS 1378) (DSR 9.66) 125 mm (DSR 9.66.1) 139 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete (Copper oxidised as per IS 1378) (DSR 9.66) 100 mm (DSR 9.66.2) 140 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete (Copper oxidised as per IS 1378) (DSR 9.66) 75 mm (DSR 9.66.3) 141 Providing and fixing oxidised M.S. hasp and staple (safety type) conforming to IS : 363 with necessary screws etc. complete (Copper oxidised as per IS 1378) (DSR 9.67) 150 mm (DSR 9.67.1) 142 Providing and fixing oxidised M.S. hasp and staple (safety type) conforming to IS : 363 with necessary screws etc. complete (Copper oxidised as per IS 1378) (DSR 9.67) 115 mm (DSR 9.67.2) 143 Providing and fixing oxidised M.S. hasp and staple (safety type) conforming to IS : 363 with necessary screws etc. complete (Copper oxidised as per IS 1378) (DSR 9.67) 90 mm (DSR 9.67.3) 144 Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete : (DSR 9.7) 125x64x1.90 mm (DSR 9.70.1) 145 Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete : (DSR 9.7) 100X58X1.90 mm (DSR 9.70.2) 146 Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete : (DSR 9.7) 75x47x1.80 mm (DSR 9.70.3) 147 Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete : (DSR 9.7) 50x37x1.50 mm (DSR 9.70.4) 148 Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete : (DSR 9.71) 125x64x2.50 mm (DSR 9.71.1) 149 Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete : (DSR 9.71) 100x60x2.50 mm (DSR 9.71.2) 150 Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete : (DSR 9.71) 75x50x2.50 mm (DSR 9.71.3) 151 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : (DSR 9.74) 250x10 mm (DSR 9.74.1) 152 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : (DSR 9.74) 200x10 mm (DSR 9.74.2) 153 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : (DSR 9.74) 150x10 mm (DSR 9.74.3) 154 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : (DSR 9.74) 100x10 mm (DSR 9.74.4) 155 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. (DSR )(DSR 9.76) 156 Providing and fixing bright finished brass 100 mm mortice latch with one dead bolt and a pair of lever handles of approved quality with necessary screws etc. complete. (DSR )(DSR 9.77) 157 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. (DSR )(DSR 9.83) 158 Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISi, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. (DSR )(DSR 9.84) 159 Providing and fixing bright finished brass hasp and staple (safety type) with necessary screws etc. complete : (DSR 9.87) 150 mm (DSR 9.87.1) 160 Providing and fixing bright finished brass hasp and staple (safety type) with necessary screws etc. complete : (DSR 9.87) 115 mm (DSR 9.87.2) 161 Providing and fixing bright finished brass hasp and staple (safety type) with necessary screws etc. complete : (DSR 9.87) 90 mm (DSR 9.87.3) 162 Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. (DSR )(DSR 9.88) 163 Providing and fixing chromium plated brass night latch of approved quality including necessary screws etc. complete. (DSR )(DSR 9.89) 164 Providing and fixing special quality chromium plated brass cupboard locks with six levers of approved quality including necessary screws etc. complete. (DSR 9.9) Size 40 mm (DSR 9.90.1) 165 Providing and fixing special quality chromium plated brass cupboard locks with six levers of approved quality including necessary screws etc. complete. (DSR 9.9) Size 50 mm (DSR 9.90.2) 166 Providing and fixing special quality chromium plated brass cupboard locks with six levers of approved quality including necessary screws etc. complete. (DSR 9.9) Size 65 mm (DSR 9.90.3) 167 Providing and fixing special quality chromium plated brass cupboard locks with six levers of approved quality including necessary screws etc. complete. (DSR 9.9) Size 75 mm (DSR 9.90.4) 168 Providing and fixing chromium plated brass 50 mm cupboard or wardrobe knobs with nuts complete. (DSR )(DSR 9.91) 169 Providing and fixing chromium plated brass handles with necessary screws etc. complete: (DSR 9.92) 125 mm (DSR 9.92.1) 170 Providing and fixing chromium plated brass handles with necessary screws etc. complete: (DSR 9.92) 100 mm (DSR 9.92.2) 171 Providing and fixing chromium plated brass handles with necessary screws etc. complete: (DSR 9.92) 75 mm (DSR 9.92.3) 172 Providing and fixing chromium plated brass casement window fastener with necessary screws etc. complete. (DSR )(DSR 9.93) 173 Providing and fixing ISI marked aluminium butt hinges 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: (DSR 9.95) 125x63x4 mm (DSR 9.95.2) 174 Providing and fixing ISI marked aluminium butt hinges 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: (DSR 9.95) 100x63x3.2 mm (DSR 9.95.5) 175 Providing and fixing ISI marked aluminium butt hinges 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: (DSR 9.95) 75x63x3.2 mm (DSR 9.95.7) 176 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 : (DSR 9.96) 300x16 mm (DSR 9.96.1) 177 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 : (DSR 9.96) 250x16 mm (DSR 9.96.2) 178 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 : (DSR 9.97) 300x10 mm (DSR 9.97.1) 179 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 : (DSR 9.97) 250x10 mm (DSR 9.97.2) 180 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 : (DSR 9.97) 200x10 mm (DSR 9.97.3) 181 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 : (DSR 9.97) 150x10 mm (DSR 9.97.4) 182 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 : (DSR 9.97) 100x10 mm (DSR 9.97.5) 183 Providing and fixing aluminium pull bolt lock, 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 bolts, nut and washers etc. complete. (DSR )(DSR 9.98) 184 Providing and fixing 50 cm long aluminium kicking plate of size 100x3.15 mm, 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. (DSR )(DSR 9.99) 185 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 : (DSR 9.1) 125 mm (DSR 9.100.1) 186 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 : (DSR 9.1) 100 mm (DSR 9.100.2) 187 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 : (DSR 9.1) 75 mm (DSR 9.100.3) 188 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. (DSR 9.101) Single rubber stopper (DSR 9.101.1) 189 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. (DSR 9.101) Twin rubber stopper (DSR 9.101.2) 190 Providing and fixing bright finished brass 100 mm mortice latch and lock, ISI marked, with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS : 1868) aluminium lever handles of approved quality with necessary screws etc. complete. (DSR )(DSR 9.103) 191 Providing and fixing aluminium tee channels (heavy duty) with rollers & stop end in pelmets as curtain rod. (DSR )(DSR 9.104) 192 Providing and fixing Bamboo jaffery/ fencing consisting of superior quality 25mm dia (Average) half cut bamboo placed vertically and fixed together with three numbers horizontal running members of hollock wood in scantling of section 50X25 mm, fixed with nails and G.I wire on existing support complete as per direction of Engineer-in-charge. (DSR )(DSR 9.110) 193 Providing and fixing magnetic catcher of approved quality in cupboard / ward robe shutters, including fixing with necessary screws etc. complete. (DSR 9.114) Triple strip vertical type (DSR 9.114.1) 194 Providing and fixing magnetic catcher of approved quality in cupboard / ward robe shutters, including fixing with necessary screws etc. complete. (DSR 9.114) Double strip (horizontal type) (DSR 9.114.2) 195 Providing and fixing powder coated telescopic drawer channels 300 mm long with necessary screws etc. complete as per directions of Engineer- in-charge. (DSR )(DSR 9.115) 196 Providing and fixing sliding arrangement in racks/ cupboards/cabinets shutter by with stainless steel rollers to run inside C or E aluminium channel section (The payment of C or E channel shall be made separately) (DSR )(DSR 9.116) 197 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. (DSR 9.126) Marine plywood conforming to IS: 710 (DSR 9.126.1) 198 Providing & Fixing 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 quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality. (DSR 9.127) 1.5 mm thick (DSR 9.127.1) 199 Providing & Fixing 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 quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality. (DSR 9.127) 1.0 mm thick (DSR 9.127.2) 200 Providing and fixing cup board shutters 25 mm thick, with Pre-laminated flat pressed three layer particle board or graded wood particle board IS: 12823 marked, exterior grade (Grade l Type ll), having one side decorative lamination and other side balancing lamination, including IInd class teak wood lipping of 25 mm wide x12 mm thick with necessary screws and bright finished stainless steel piano hinges, complete as per direction of the Engineer-in-Charge (DSR )(DSR 9.129) 201 Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws :30 mm thick shutters (DSR 9.134.2) With ISI marked stainless steel butt hinges of required size 9.134.2.2 Second class teak wood (DSR 9.134.2.2.1 ) 202 Providing and fixing fly proof stainless steel grade 304 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. 0.50 mm all complete. (DSR 9.135) With 2nd class teak wood beading 62X19 mm (DSR 9.135.1) 203 Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. (DSR 9.165) 125 mm (DSR 9.165.1) 204 Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. (DSR 9.165) 100mm (DSR 9.165.2) 205 Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. (DSR 9.165) 75 mm (DSR 9.165.3) 206 Providing and fixing 18mm thick both sides Pre-laminated cement bonded wood particle board as per IS : 15786:2008 of approved brand and shade with suitable full threaded steel screws etc. in partitions, boxes, shelves, racks and cupboard, kitchen cabinet under kitchen counter etc. all complete as per direction of Engineer-in-charge (Note: Fittings to be paid separately). (DSR 9.166) 18 mm thick (DSR 9.166.1) 207 Providing and fixing 6mm thick both sides Pre-laminated cement bonded wood particle board as per IS : 15786:2008 of approved brand and shade with suitable full threaded steel screws etc. on the backing of racks, drawer, cupboard, kitchen cabinet under kitchen counter etc. all complete as per direction of Engineer-in-charge. (DSR )(DSR 9.167) 208 Providing and fixing cupboard shutter with 19mm thick one side decorative and other side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand including 2mm thick PVC edge banding tape with hot glue by edge bending machine etc. with auto closing spring loaded hinges (hydraulic type) etc. complete as per direction of Engineer-in-charge.(Payment of providing and fixing auto closing hinges shall be paid separately)(DSR )(DSR 9.168) 209 Providing and fixing 19mm thick both side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand boxes,shelves,racks,almirah,cupboard and drawer etc. including necessary nails,screws etc.complete as per direction of Engineer-in-charge.(DSR )(DSR 9.169) 210 Providing and fixing stainless steel fancy handle of approved make fixed with SS screws etc. complete as per direction of Engineer-in-charge. (DSR 9.17) 200 mm (DSR 9.170.1) 211 Providing and fixing stainless steel soft closing spring hinges at 0 degree hinges (hydraulic type) of approved make/brand to cupboard shutters with full threaded steel screws including making necessary recess in board and finished etc. complete as per direction of Engineer-in-charge. (DSR )(DSR 9.171) 212 Providing and fixing stainless steel soft closing heavy type telescopic drawer channels of approved make 500 mm long with screws etc. complete as per directions of Engineer- in-charge. (DSR )(DSR 9.172) 213 Providing and fixing ready made 304 grade stainless steel Modular kitchen basket and accessories such as right angle basket (Plain Cup & Saucer, plant, Partition, Bottle rack, Thali, Cutlery) kitchen utensilbasket, Dinner set basket, kitchen grain basket, Multipurpose basket as per site requirement including finishing (wherever required) and fittings. The same shall be fixed with necessary stainless steel nuts & bolts, Stainless Steel screws & telescopic channel etc. as per direction of Engineer-in-charge. (For payment purpose only weight of Stainless steel basket shall be considered excluding weight of all fixing accessories such as nuts, bolts, fasteners telescopic basket channels etc. Payment of providing and fixing telescopic channel shall be paid separately) (DSR )(DSR 9.173) 214 Providing and fixing 2mm thick 16 to 19mm wide PVC edge binding tape of approved quality for cupboard/wardrobe shutters including necessary synthetic resin hot pressed to edges on binding machine etc. complete as per directions of Engineer- in-charge. (DSR )(DSR 9.174) 215 Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. (DSR )(DSR 10.1) 216 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. (DSR )(DSR 10.2) 217 Fixing standard steel glazed doors, windows and ventilators in walls, including fixing of float glass panes with glazing clips and special metal-sash putty of approved make, or metal beading with screws, (only steel windows, glass panes cut to size and glazing clips or metal beading with screws, shall be supplied by department free of cost. (DSR 10.1) 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 10.10.1) 218 Fixing standard steel glazed doors, windows and ventilators in walls, including fixing of float glass panes with glazing clips and special metal-sash putty of approved make, or metal beading with screws, (only steel windows, glass panes cut to size and glazing clips or metal beading with screws, shall be supplied by department free of cost. (DSR 10.1) Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately) (DSR 10.10.2) 219 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. (DSR 10.15) 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 10.15.1) 220 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. (DSR 10.15) Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately) (DSR 10.15.2) 221 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. (DSR 10.16) Electric resistance or induction butt welded tubes (DSR 10.16.3) 222 Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete. (DSR )(DSR 10.17) 223 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 )(DSR 10.18) 224 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. (DSR 10.25) In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete (DSR 10.25.1) 225 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. (DSR 10.25) In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works (DSR 10.25.2) 226 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. (DSR 10.26) M.S. tube (DSR 10.26.1) 227 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. (DSR 10.26) E.R.W. tubes (DSR 10.26.2) 228 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.). (DSR )(DSR 10.28) 229 Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete. (DSR 10.29) Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides (DSR 10.29.2) 230 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : (DSR 10.3) 4.0 mm thick glass panes (DSR 10.30.1) 231 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 )(DSR 10.31) 232 Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks: (DSR 11.1) 1:4 (1 cement : 4 coarse sand) (DSR 11.1.1) 233 Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks: (DSR 11.1) 1:6 (1cement : 6 coarse sand) (DSR 11.1.2) 234 Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks. (DSR )(DSR 11.2) 235 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. (DSR 11.3) 40 mm thick with 20 mm nominal size stone aggregate (DSR 11.3.1) 236 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. (DSR 11.6) 18 mm thick (DSR 11.6.1) 237 Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. (DSR )(DSR 11.7) 238 Providing and fixing glass strips in joints of terrazo/ cement concrete floors. (DSR ) 40 mm wide and 4 mm thick (DSR 11.13.1) 239 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). (DSR 11.2) Dark shade pigment using ordinary cement (DSR 11.20.3) 240 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). (DSR 11.2) Ordinary cement without any pigment (DSR 11.20.4) 241 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 IS : 4457, complete as per the direction of Engineer-in- Charge. (DSR 11.21) In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) 11.21.1 Acid and alkali resistant tile (DSR 11.21.1.1) 242 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 IS : 4457, complete as per the direction of Engineer-in- Charge. (DSR 11.21) In dado/skirting on 12 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) 11.21.2 Acid and alkali resistant tile (DSR 11.21.2.1) 243 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 : (DSR 11.23) Udaipur green marble (DSR 11.23.5) 244 Extra for pre finished nosing to treads of steps of marble stone. (DSR )(DSR 11.24) 245 Extra for marble stone flooring in treads of steps and risers using single length up to 2.00 metre. (DSR )(DSR 11.25) 246 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) : (DSR 11.26) 25 mm thick (DSR 11.26.1) 247 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. (DSR )(DSR 11.27) 248 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush. (DSR 11.28) Red sand stone (DSR 11.28.1) 249 Extra for Kota stone/ sand stone in treads of steps and risers using single length above normal size up to 2.00 metre. (DSR )(DSR 11.32) 250 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. (DSR )(DSR 11.37) 251 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 )(DSR 11.37A) 252 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. (DSR )(DSR 11.38) 253 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/ sqmincluding grouting the joints with white cement and matching pigments etc., complete. (DSR 11.41) Size of Tile 600x600 mm (DSR 11.41.2) 254 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. (DSR 11.41A) Double charge vitrified tile polished finish of size 11.41A.1 Size of Tile 600 x 600 mm (DSR 11.41A.1.1) 255 Providing and laying 500x500x40 mm thick Turf paver (Turfpave XD) on 150 mm thick sub grade of compacted bed of 20 mm thick nominal size stone aggregate and base course and filling with 150 mm thick jamuna sand, including spreading, well ramming, consolidating and finishing smooth etc. all complete as per direction of Engineer-in-charge. (DSR )(DSR 11.45) 256 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 / grouting and finishing complete as per direction of Engineer-in-charge. (DSR 11.48) Size of Tile 600x600 mm (DSR 11.48.2) 257 Providing and laying full body vitrified tile in floor of minimum thickness 15 mm with water absorption less than 0.06% and conforming to IS:15622, of approved make, brand and manufacturer, laid on 20 mm thick base cement mortar 1:4 (1 cement: 4 coarse sand)jointing with grey cement slurry @3.30 kg / sqm including grouting thejoints with white cement and matching pigments etc. The slab must be cut with the zero chipping diamond cutter only.Laying of slab will be done with the help of notch trowel, wedge, clips of required thickness, vacuum cups for lifting, leveling system and rubber mallet for placing the slab gently and easily. Size of tile 800x2400mm of all colours and shades.(DSR )(DSR 11.49A) 258 Deduct for not grouting the joints with white cement and matching pigment in the items of fixing of vitrified tiles. (DSR )(DSR 11.50) 259 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. (DSR 12.42) Coupler 12.42.1 75 mm (DSR 12.42.1.1) 260 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. (DSR 12.42) Coupler 12.42.1 110 mm (DSR 12.42.1.2) 261 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 : (DSR 12.45) 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) (DSR 12.45.1) 262 Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch, including fixing with polymer coated J or L hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified. (DSR 12.47) 2 mm thick flat (DSR 12.47.2) 263 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 spacedjoints 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 of0.30 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. (DSR 12.52) 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. (DSR 12.52.4) 264 Providing and fixing tiled false ceiling of specifiedmaterials of size 595x595 mm in true horizontal level, suspended on interlocking 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 galvanized 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. (DSR 12.58) 8 mm thick fully perforated calcium silicate board made with Calcareous & Siliceous materials reinforced with cellulose fiber manufactured through autoclaving process to give stable crystalline structure with minimum compressive strength 225 kg/ sq. cm, bending strength 100 kg/sq. cm , of size 595x595 mm, having perforation of dia. 10 mm with minimum perforated area 18 % with non woven tissue on the back side, having an NRC ( Noise Reduction Coefficient) of 0.85, with 50 mm thick rockwool of 48 kg /cum backing. (DSR 12.58.1) 265 Providing & fixing false ceiling at all height including providing & fixing of framework made of special section, power pressed from M.S. sheets and galvanised with zinc coating of 120 gms/ sqm (both side inclusive) as per IS : 277 and consisting of angle cleat of size 25mm wide x 1.6mm thick with flanges of 27mm and 37mm, at 1200mm c/c, one flange fixed to the ceiling with dash fastener 12.5mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25 x10 x0.50mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I chanels 45 x15 x 0.90mm running at the spacing of 1200 mm c/c, to which the ceiling section 0.5mm thick bottom wedge of 80mm with tapered flanges of 26 mm each having lips of 10.5mm, at 450mm c/c, shall be fixed in a direction perpendicular to G.I intermediate channel with connecting clip made out of 2.64mm dia x 230mm long G.I wire at every junction, including fixing perimeter channels 0.50mm thick 27mm high having flanges of 20mm and 30mm long, the perimeter of ceiling fixed to wall/ partitions with the help of Rawl plugs at 450mm centre, with 25mm long dry wall screws @ 230mm interval, including fixing of Calcium Silicate Board to ceiling section and perimeter channels with the help of dry wall screws of size 3.5 x25mm at 230mm c/c, including jointing & finishing to a flush finish of tapered and square edges of the board with recommended jointing compounds, jointing tapes,finishing with jointing compounds in three layers covering up to 150mm on both sides of joints and two coats of primer suitable for boards, all as per manufactures specification and also including the cost of making opening for light fittings, grills, diffusers, cut outs made with frame of perimeter channels suitably fixed, all complete as per drawings, specificaton and direction of the Engineer in charge but excluding the cost of painting with: (DSR 12.59) 8 mm thick Calcium Silicate Board made with Calcareous & Siliceous materials reinforced with cellulose fiber manufactured through autoclaving process. (DSR 12.59.1) 266 Providing & fixing at all heights, levels and locations Mill finish Aluminium alloy roofing sheets of alloyIS designation31500, temper Hx8 conforming to IS 737 and dimensions as per IS code 2676 with characteristics of good formability and corrosion resistance. The profile sheets shall be fixed to truss members in slope or required pitch or curvature with Hex cap headed self drilling/tapping Stainless steel screws M6, 50 mm long with 3 mm EPDM seal washer etc. all inclusive of labour, scaffolding, T&P and sundries etc. complete as per directions of the Engineer-In-Charge. (Cost of truss/frame work shall be paid separately). (DSR 12.64) 0.56 mm, Aluminium troughed profile with center to center pitch of 200 mm, depth of 32 mm, overall profile width1092 mm, cover width 1000mm. (DSR 12.64.1) 267 Providing and fixing of Pre-coated colour or mill finishAluminium Roofing Accessories in 0.71 mm thickness ,Alloy 31500 (IS designation) [Aluminium Alloy (AA) 3004 (ISO designation)]For color, coating shall be 5-7 microns epoxy primer on both sides of the sheet and polyester top coat 15-18 microns, using self drilling/tapping SS screws of size 6 x 50mm with 3mm thick EPDM seal and SS plain washer complete : (DSR 12.66) Precoated/mill finish aluminium Ridges plain (500- 600mm) (DSR 12.66.1) 268 Providing and fixing of Pre-coated colour or mill finishAluminium Roofing Accessories in 0.71 mm thickness ,Alloy 31500 (IS designation) [Aluminium Alloy (AA) 3004 (ISO designation)]For color, coating shall be 5-7 microns epoxy primer on both sides of the sheet and polyester top coat 15-18 microns, using self drilling/tapping SS screws of size 6 x 50mm with 3mm thick EPDM seal and SS plain washer complete : (DSR 12.66) Precoated/mill finish aluminium Crimp curve (DSR 12.66.5) 269 Providing and fixing of Pre-coated colour or mill finishAluminium Roofing Accessories in 0.71 mm thickness ,Alloy 31500 (IS designation) [Aluminium Alloy (AA) 3004 (ISO designation)]For color, coating shall be 5-7 microns epoxy primer on both sides of the sheet and polyester top coat 15-18 microns, using self drilling/tapping SS screws of size 6 x 50mm with 3mm thick EPDM seal and SS plain washer complete : (DSR 12.66) Precoated/mill finish aluminium Gutter (600 mm over all girth) (DSR 12.66.6) 270 12 mm cement plaster of mix :CEMENT PLASTER (IN COARSE SAND) (DSR 13.4) 1:4 (1 cement: 4 coarse sand) (DSR 13.4.1) 271 12 mm cement plaster of mix :CEMENT PLASTER (IN COARSE SAND) (DSR 13.4) 1:6 (1 cement: 6 coarse sand) (DSR 13.4.2) 272 12 mm cement plaster finished with a floating coat of neat cement of mix : (DSR 13.7) 1:4 (1 cement: 4 fine sand) (DSR 13.7.2) 273 6 mm cement plaster of mix : (DSR 13.16) 1:3 (1 cement : 3 fine sand) (DSR 13.16.1) 274 Neat cement punning. (DSR )(DSR 13.18) 275 Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. (DSR )(DSR 13.21) 276 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 : (DSR 13.41) New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than50 gram/litre (DSR 13.41.1) 277 Finishing walls with Acrylic Smooth exterior paint of required shade : (DSR 13.46) 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) (DSR 13.46.1) 278 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: (DSR 13.47) New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) (DSR 13.47.1) 279 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : (DSR 13.48) Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm (DSR 13.48.1) 280 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : (DSR 13.48) 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) 281 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : (DSR 13.48) 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) 282 Finishing walls with ready mixed Premium acrylic emulsion paint (Company Depot Tinted) having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shadewith silicon additives. (DSR 13.48A) 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. (DSR 13.48A.1) 283 Coal tarring two coats on new work using 0.16 Litre and 0.12 litre coal tar per sqm in the first coat and second coat respectively. (DSR )(DSR 13.59) 284 Lettering with black Japan paint of approved brand and manufacture (DSR )(DSR 13.71) 285 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 )(DSR 13.80) 286 Distempering with 1st quality acrylic distemper (ready mixed) having VOC (Volatile Organic Compound ) content less than 50 gram/ litre, of approved brand and manufacturerincluding applying additional coats wherever required to achieve even shade and colour(DSR 13.81) Old work (one or more coats) (DSR 13.81.1) 287 Wall painting with acrylic emulsion paint, 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. (DSR 13.82) One coat (DSR 13.82.1) 288 Wall painting with acrylic emulsion paint, 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. (DSR 13.82) Two coats (DSR 13.82.2) 289 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. (DSR 13.83) One coat (DSR 13.83.1) 290 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. (DSR 13.83) Two coats (DSR 13.83.2) 291 Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. (DSR 13.85) With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 grams/ litre (DSR 13.85.1) 292 Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. (DSR 13.85) With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre (DSR 13.85.3) 293 White washing with lime to give an even shade : (DSR 13.87) Old work (two or more coats) (DSR 13.87.1) 294 White washing with lime to give an even shade : (DSR 13.87) Old work (one or more coats) (DSR 13.87.2) 295 Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete (DSR )(DSR 13.88) 296 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. (DSR )(DSR 13.91) 297 Painting with oil type wood preservative of approved brand and manufacture: (DSR 13.97) Old work (one or more coats) (DSR 13.97.1) 298 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : (DSR 13.99) One or more coats on old work (DSR 13.99.1) 299 Re-lettering with black Japan paint of approved brand and manufacture. (DSR )(DSR 13.105) 300 Painting (one or more coats) with black Japan paint of approved brand and manufacture to give an even shade. (DSR )(DSR 13.106) 301 Finishing walls with textured exterior paint of required shade : (DSR 13.11) Old work (One or more coats) applied @ 1.82 ltr/10 sqm. (DSR 13.110.2) 302 Finishing walls with Acrylic Smooth exterior paint of required shade : (DSR 13.111) Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface (DSR 13.111.1) 303 Finishing walls with Acrylic Smooth exterior paint of required shade : (DSR 13.111) Old work (One or more coat applied @ 0.90 ltr/10 sqm). (DSR 13.111.2) 304 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade (DSR 13.112) Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface (DSR 13.112.1) 305 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade (DSR 13.112) Old work (one or more coats applied @ 0.83 ltr/10 sqm). (DSR 13.112.2) 306 Varnishing with varnish of approved brand and manufacture: (DSR 13.113) One or more coats with copal varnish (DSR 13.113.1) 307 Melamine polishing on wood work (one or more coat). (DSR )(DSR 13.114) 308 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 below:1.The surface to be polished is rubbed with sand paper 80/120 no. and then with sand paper of 160/180 nos.2. Applying two coats of sealer with spray gun and allowing sufficient drying time for 1st coat and 2nd coat is allowed to dry for 8 to 12 hrs.3. On drying of sealer coat, wet rubbing with emery cloth of finer grading with ample water to remove excess sealer layer and make the surface further smooth after this wet rubbing, then surface is applied with special grade melamine fillers to fill all the small and big holes/grooves etc. Filler coat to be allowed to dry for 4 to 6 hrs on which again a light wet rubbing is done this surface is further allowed to dry for 12 hrs.4. On this, 1st coat of melamine polish is applied with spray gun using melamine clear polish and melamine thinner in required proportion. This 1st coat is allowed to dry for 24 hrs then this dry surface is again fine wet rubbed smooth, which is further allowed to dry for 12 hrs. The final melamine polish is applied with compressor pressure spray gun using melamine clear polish and melamine thinner mixed in required proportion complete as per direction of Engineer-in-Charge. (Final coat to be done in 1 or 2 layers without gap of time.) (DSR )(DSR 13.116) 309 Fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts, embedding hold fasts in cement concrete blocks of size 15 x 10 x 10 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. (DSR 14.2) Door chowkhats (DSR 14.2.1) 310 Fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts, embedding hold fasts in cement concrete blocks of size 15 x 10 x 10 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. (DSR 14.2) Window chowkhats (DSR 14.2.2) 311 Fixing chowkhat in existing opening in brick/ RCC wall with dash fasteners/Chemical fasteners of appropriate size (3 nos on each vertical member of door chowkhat and 2 nos on each vertical member of window chowkhats), including Cost of dash fasteners/ chemical fastener. (DSR )(DSR 14.3) 312 Making the opening in brick masonry including dismantling in floor or walls by cutting masonry and making good the damages to walls, flooring and jambs complete, to match existing surface i/c disposal of mulba/ rubbish to the nearest municipal dumping ground, all complete as per direction of Engineer-in-Charge. (DSR 14.4) For door/ window/ clerestory window (DSR 14.4.1) 313 Renewing glass panes, with putty and nails wherever necessary including racking out the old putty: (DSR 14.5) Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) (DSR 14.5.1) 314 Renewing glass panes, with putty and nails wherever necessary including racking out the old putty: (DSR 14.5) Float glass panes of nominal thickness 5 mm (weight not less than 12.5kg/sqm) (DSR 14.5.2) 315 Renewing glass panes and refixing existing wooden fillets: (DSR 14.7) Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) (DSR 14.7.1) 316 Renewing glass panes and refixing existing wooden fillets: (DSR 14.7) Float glass panes of nominal thickness 5 mm (weight not less than 12.5kg/sqm) (DSR 14.7.2) 317 Supplying and fixing new wooden fillets wherever necessary: (DSR 14.8) Hollock wood fillets (DSR 14.8.2) 318 Renewal of old putty of glass panes (length) (DSR )(DSR 14.9) 319 Refixing old glass panes with putty and nails (DSR )(DSR 14.10) 320 Fixing old glass panes with wooden fillets (excluding cost of fillets) (DSR )(DSR 14.11) 321 Providing and fixing 16 mm M.S. Fan clamps of standard shape and size in existing R.C.C. slab, including cutting chase, anchoring clamp to reinforcement bar, including cleaning, refilling, making good the chase with matching concrete, plastering and painting the exposed portion of the clamps complete. (DSR )(DSR 14.12) 322 Raking out joints in lime or cement mortar and preparing the surface for re-pointing or replastering, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. (DSR )(DSR 14.17) 323 Renewing Wrought iron or M.S. Wheel or roller of steel door or gate and fitting and fixing the same with necessary clamps, nuts and bolts/welding and erection etc. complete. (DSR 14.22) Wheel 50 mm dia and below (DSR 14.22.1) 324 Renewing Wrought iron or M.S. Wheel or roller of steel door or gate and fitting and fixing the same with necessary clamps, nuts and bolts/welding and erection etc. complete. (DSR 14.22) Wheel above 50 mm dia (DSR 14.22.2) 325 Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. (DSR )(DSR 14.23) 326 Providing and fixing 25 mm thick shutters for cup board etc. : (DSR 14.26) Panelled or panelled & glazed shutters : 14.26.1 Superior class teak wood including nickel plated bright finished M.S. piano hinges with necessary screws. (DSR 14.26.1.1) 327 Providing and fixing 25 mm thick shutters for cup board etc. : (DSR 14.26) Panelled or panelled & glazed shutters : 14.26.1 Ist class teak wood including nickel plated bright finished M.S. piano hinges with necessary screws. (DSR 14.26.1.2) 328 Providing and fixing 25 mm thick shutters for cup board etc. : (DSR 14.26) Glazed shutters : 14.26.2 Superior class teak wood including nickel plated bright finished M.S. piano hinges with necessary screws. (DSR 14.26.2.1) 329 Providing and fixing 25 mm thick shutters for cup board etc. : (DSR 14.26) Glazed shutters : 14.26.2 Ist class teak wood including nickel plated bright finished M.S. piano hinges with necessary screws. (DSR 14.26.2.2) 330 Providing and fixing M.S. round or square bars with M.S. flats at required spacing in wooden frames of windows and clerestory windows. (DSR )(DSR 14.29) 331 Providing and fixing chromium plated brass butt hinges with necessary chromium plated brass screws etc. complete. (DSR 14.4) 125x70x4 mm (ordinary type) (DSR 14.40.1) 332 Providing and fixing chromium plated brass butt hinges with necessary chromium plated brass screws etc. complete. (DSR 14.4) 100x70x4 mm (ordinary type) (DSR 14.40.2) 333 Providing and fixing chromium plated brass butt hinges with necessary chromium plated brass screws etc. complete. (DSR 14.4) 75x65x4 mm (heavy type) (DSR 14.40.3) 334 Providing and fixing chromium plated brass butt hinges with necessary chromium plated brass screws etc. complete. (DSR 14.4) 75x40x2.5 mm (ordinary type) (DSR 14.40.4) 335 Providing and fixing chromium plated brass butt hinges with necessary chromium plated brass screws etc. complete. (DSR 14.4) 50x40x2.5 mm (ordinary type) (DSR 14.40.5) 336 Providing and fixing 85x42 mm chromium plated brass pull bolt lock with necessary chromium plated brass screws, nuts, bolts and washers etc. complete. (DSR )(DSR 14.41) 337 Cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre capacity at all heights with coconut brushes, duster etc., removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching powder @ 0.5gm per litre capacity of tank including marking the date of cleaning on the side of tank body with the help of stencil and paint and disposing of malba all complete as per direction of Engineer-in-Charge. (The old date already written on tank should be removed with paint remover or black paint and if date is not written with the stencil or old date is not removed deduction will be made @ Rs. 0.10 per litre) (if during cleaning any GI fittings or ball cock is damaged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account) (DSR )(DSR 14.75A) 338 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. (DSR )(DSR 14.76) 339 Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. Dechocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150mm dia upto 300mm(DSR )(DSR 14.77) 340 Cleaning of under ground sump, Over Head R.C.C. Tank ( independent staging) including disposal of slit and rubbish, all as per direction of Engineer-in-Charge. The cleaning shall consistfollowing operations:- (i)Tank shall be emptied of water by pumping & bottom shall be cleaned of silt and otherdeposits. (ii) Entire surface area of the sump shall then scrubbed thoroughly with wire brush etc. and pressure washed with water. (iii) Chlorination of RCC internal surface by liquid chlorine.(iv) The treated surface shall be dried using air jetting and all loose particles shall be removal from the surface. (v) Finally the surface shall be treated with ultraviolet radiation etc. as per direction of Engineer-in-Charge. (DSR )(DSR 14.78) 341 Disconnecting damaged overhead/terrace PVC water storage tankof any size from water supply line and removing from the terrace including shifting at ground level as per direction of Engineer-in-charge. (DSR )(DSR 14.79) 342 Providing & fixing White vitreous china water closet squatting pan (Indian type) along withS or P trap including dismantling of old WC seat and S or P trap at site complete with all operations including all necessary materials, labour and disposal of dismantled material i/c malba, all complete as per the direction of Engineer-in charge. (DSR 14.8) Orissa pattern W.C Pan of size 580x440 mm (DSR 14.80.2) 343 Cutting holes of required size in brick masonry wall for fixing of exhaust fan including providing and fixing 300 mm dia PVC pipe conforming BIS-12818 and making good the same etc. complete as per direction of Engineer-in-charge. (DSR )(DSR 14.81) 344 DismantlingW.C.Pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of Engineer-in-Charge. (DSR )(DSR 14.82) 345 Hacking of CC flooring including cleaning for surface etc. complete as per direction of the Engineer-in-Charge. (DSR )(DSR 14.83) 346 Dismantling 15 to 40 mm dia G.I. pipe including stacking of dismantled pipes (within 50 metres lead) as per direction of Engineer-in-Charge. (a) Internal Work- Exposed on wall (DSR )(DSR 14.84) 347 Taking out existing wooden door shutter, repair by cutting, painting etc. and refixing of repaired door shutters to existing door frames, including replacement of hinges with screws, etc. as required, all complete as per the direction of the Engineer-in-charge. (DSR )(DSR 14.85) 348 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. (DSR 15.2) Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) (DSR 15.2.2) 349 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. (DSR )(DSR 15.3) 350 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. (DSR 15.7) In cement mortar (DSR 15.7.4) 351 Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured): (DSR 15.8) From brick work in cement mortar (DSR 15.8.3) 352 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : (DSR 15.12) Of area 3 sq. metres and below (DSR 15.12.1) 353 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : (DSR 15.12) Of area beyond 3 sq. metres (DSR 15.12.2) 354 Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead : (DSR 15.13) Of area 3 sq. metres and below (DSR 15.13.1) 355 Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead : (DSR 15.13) Of area beyond 3 sq. metres (DSR 15.13.2) 356 Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in: (DSR 15.17) R.S. Joists (DSR 15.17.1) 357 Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in: (DSR 15.17) Channels, angles, tees and flats (DSR 15.17.2) 358 Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. (DSR )(DSR 15.18) 359 Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge. (DSR )(DSR 15.19) 360 Demolishing dry brick pitching in floors, drains etc. including stacking of serviceable material and disposal of unserviceable material within 50 metres lead : (DSR )(DSR 15.24) 361 Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: (DSR 15.28) G.S. Sheet (DSR 15.28.1) 362 Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: (DSR 15.28) Asbestos Cement sheet (DSR 15.28.2) 363 Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead. (DSR )(DSR 15.36) 364 Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer-in-charge : (DSR 15.44) 15 mm to 40 mm nominal bore (DSR 15.44.1) 365 Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer-in-charge : (DSR 15.44) Above 40 mm nominal bore (DSR 15.44.2) 366 Dismantling C.I. 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 & lead at site within 50 metre lead as per direction of Engineer-in-charge: (DSR 15.45) Up to 150 mm diameter (DSR 15.45.1) 367 Taking out C.I. cover with frame from R.C.C. top slab of manholes of various sizes including demolishing of R.C.C. work manually/ by mechanical means and stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead as per direction of Engineer-in-charge. (DSR )(DSR 15.48) 368 Taking out C.I. cover with frame from R.C.C. top slab of inspection chambers of various sizes including demolishing of R.C.C. work manually/ by mechanical means and stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead as per direction of Engineer-in-charge. (DSR )(DSR 15.49) 369 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. (DSR )(DSR 15.52) 370 Dismantling of C.I. sluice valve including stacking of useful materials within a lead of 50 metres (DSR 15.53) Up to 150 mm diameter (DSR 15.53.1) 371 Dismantling of spindle fire hydrant including stacking of useful materials within 50 metres lead. (DSR )(DSR 15.54) 372 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. (DSR )(DSR 15.56) 373 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. (DSR )(DSR 15.57) 374 Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars. (DSR )(DSR 15.58) 375 Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. (DSR )(DSR 15.60) 376 Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres. (DSR 16.7) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (DSR 16.7.1) 377 Brick edging laid lengthwise with half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres : (DSR 16.8) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (DSR 16.8.1) 378 Supplying at site : (DSR 16.15) R.C.C. Standards post/ struts/rails/ pales of mix 1:1.5:3 (1 cement : 1.5 coarsesand : 3 graded stone aggregate 12.5 mm nominal size) with wooden plugs or 6mm bar nibs wherever required as per direction of Engineer-in- charge (cost of earth works in excavation, concrete works in foundation to be paid separately). (DSR 16.15.1) 379 Supplying at site : (DSR 16.15) Welded steel wire fabric of required width having rectangular mesh painted with two or more coats of enamel paint of approved shade over a coat of primer (Priming & Painting to be paid for separately). (DSR 16.15.2) 380 Fencing with R.C.C. 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 R.C.C. 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. (DSR 16.17) With G.I. barbed wire (DSR 16.17.1) 381 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. (DSR 16.18) With G.I. barbed wire (DSR 16.18.1) 382 Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. (DSR )(DSR 16.19) 383 Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. (DSR 16.31) With medium setting bitumen emulsion 16.31.2 On bituminous surface @ 0.25kg/sqm (DSR 16.31.2.2) 384 2.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of stone chippings of 13.2 mm and 11.2 mm 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). (DSR 16.33) With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt (DSR 16.33.1) 385 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 - 10 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 roller all complete. (DSR )(DSR 16.40) 386 Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. (DSR )(DSR 16.42) 387 Extra for providing and mixing hardening compound of approved quality as per manufacturers specification in cement concrete. (DSR )(DSR 16.44) 388 Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.) (DSR )(DSR 16.45) 389 Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron Y shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) (DSR )(DSR 16.53) 390 Providing and laying 75 mm thick compacted bed of dry brick aggregate of 40 mm thick nominal size including spreading, well ramming, consolidating and grouting with jamuna sand, including finishing smooth etc. complete as per direction of Engineer-in-charge. (DSR )(DSR 16.64) 391 Providing and fixing at or near ground level factory made RCC pavement slab of M-30 grade of size 450x450x50 mm, including reinforcement with 6 mm dia M.S. bars 4 nos on each side, including setting in position in footpath to the required level and line over a bed of 20 mm average thick cement mortar 1:5 (1 cement : 5 coarse sand), having joint thickness not more than 5mm except on curve, including filling of joints with same cement mortar and making grooves etc. complete as per direction of Engineer-in-charge. (DSR )(DSR 16.67) 392 Providing and laying 60mm 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 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. (DSR )(DSR 16.68) 393 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 5mm), 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 C.C. kerb stone shall be approved by Engineer-in-charge). (DSR )(DSR 16.69) 394 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. (DSR 16.7) Made of G.I. wire of dia 4 mm (DSR 16.70.1) 395 Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately).(Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). (DSR )(DSR 16.75) 396 Deduct for using of M-20 grade concrete instead of M-25 grade concrete in C.C. pavement. (DSR )(DSR 16.76) 397 Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. (DSR 16.78) With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 (DSR 16.78.2) 398 Taking out existing CC 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. (DSR )(DSR 16.83) 399 Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, 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. (Old CC paver blocks shall be supplied by the department free of cost). (DSR )(DSR 16.84) 400 Providing and laying matt finished vitrified tile of size 300x300x9.8mm 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 20mm 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. (DSR )(DSR 16.89) 401 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 ofsand, 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. (DSR 16.91) 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. (DSR 16.91.1) 402 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 ofsand, 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. (DSR 16.91) 80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern. (DSR 16.91.2) 403 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: (DSR 17.1) White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests (DSR 17.1.1) 404 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 : (DSR 17.2) W.C. pan with ISI marked white solid plastic seat and lid (DSR 17.2.1) 405 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 : (DSR 17.3) W.C. pan with ISI marked white solid plastic seat and lid (DSR 17.3.1) 406 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: (DSR 17.7) White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps (DSR 17.7.3) 407 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: (DSR 17.7) White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap (DSR 17.7.4) 408 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: (DSR 17.7) White Vitreous China Surgeon type wash basin of size 660x460 mm with single 15 mm C.P. brass pillar taps with elbow operated levers ISI Marked (DSR 17.7.9) 409 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: (DSR 17.7) Stainless Steel AISI-304(18/8) Wash basin 530x345 mm with single 15 mm C.P. brass pillar tap (DSR 17.7.11) 410 Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:-(a)White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer (DSR )(DSR 17.7A) 411 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: (DSR 17.9) White glazed fire clay kitchen sink of size 600x450x 250 mm (DSR 17.9.1) 412 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 : (DSR 17.1) Kitchen sink with drain board510x1040 mm bowl depth 200 mm (DSR 17.10.1.3) 413 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 : (DSR 17.1) Kitchen sink without drain board 17.10.2 610x510 mm bowl depth 200 mm (DSR 17.10.2.1) 414 Providing and fixing white vitreous china pedestal type (European type/ wash down type) water closet pan. (DSR )(DSR 17.15) 415 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 )(DSR 17.16A) 416 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. (DSR 17.18) 10 litre capacity - White (DSR 17.18.1) 417 Providing and fixing solid plastic seat with lid for pedestal type W.C. pan complete : (DSR 17.2) White solid plastic seat with lid (DSR 17.20.1) 418 Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. (DSR )(DSR 17.22A) 419 Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge.(a) 15 mm nominal dia (DSR )(DSR 17.22B) 420 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. (DSR )(DSR 17.23) 421 Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe. (DSR )(DSR 17.24) 422 Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings : (DSR 17.25) Flat back wash basin of size 630x450 mm (DSR 17.25.1) 423 Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings : (DSR 17.25) Flat back wash basin of size 550x400 mm (DSR 17.25.2) 424 Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings : (DSR 17.25) Flat back wash basin of size 450x300 mm (DSR 17.25.5) 425 Providing and fixing kitchen sink including making all connections excluding cost of fittings. (DSR 17.26) White glazed fire clay sink of size 600x450x250 mm (DSR 17.26.1) 426 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. (DSR 17.28) Semi rigid pipe 17.28.1 32 mm dia (DSR 17.28.1.1) 427 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. (DSR 17.28) Flexible pipe 17.28.2 32 mm dia (DSR 17.28.2.1) 428 Providing and fixing 100 mm sand cast Iron grating for gully trap. (DSR )(DSR 17.29) 429 Providing and fixing in position 25 mm diameter mosquito proof coupling of approved municipal design. (DSR )(DSR 17.30) 430 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 )(DSR 17.31) 431 Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. (DSR )(DSR 17.33) 432 Providing and fixing toilet paper holder : (DSR 17.34) C.P. brass (DSR 17.34.1) 433 Providing and fixing toilet paper holder : (DSR 17.34) Vitreous china (DSR 17.34.2) 434 Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour. (DSR 17.69) Waste coupling 31 mm dia of 79 mm length and 62mm breadth weighing not less than 45 gms (DSR 17.69.1) 435 Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour. (DSR 17.69) Waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms (DSR 17.69.2) 436 Providing and fixing PTMT Bottle Trap for Wash basin and sink. (DSR 17.7) Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms (DSR 17.70.1) 437 Providing and fixing PTMT Bottle Trap for Wash basin and sink. (DSR 17.7) Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms (DSR 17.70.2) 438 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. (DSR )(DSR 17.71) 439 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. (DSR )(DSR 17.72) 440 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. (DSR 17.73) 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 (DSR 17.73.1) 441 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. (DSR 17.73) 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) 442 Providing and fixing PTMT shelf 440 mm long, 124 mm width and 36 mm height of approved quality and colour, weighing not less than 300 gms. (DSR )(DSR 17.74) 443 Providing and fixing PTMT 15 mm Urinal spreader size 95x69x100 mm with 1/2 BSP thread and shapes, weighing not less than 60 gms. (DSR )(DSR 17.75) 444 Providing and fixing PTMT urinal cock of approved quality and colour. (DSR 17.76) 15 mm nominal bore, 80 mm long, 42 mm high and 30mm wide with BSP female threads weighing not less than 48 gms (DSR 17.76.1) 445 Providing and fixing M.S. holder bat clamp of approved design to sand cast iron/ cast iron (spun) pipes comprising of M.S. flat brackets made of 50x5 mm flat of specified shape, projecting 75 mm outside the wall surface and fixed on wall with 4nos, 6mm dia expansion hold fasteners, including drilling necessary holes in brick wall/ CC/ RCC surface and the cost of bolts etc. The pipes shall be fixed to the already fixed brackets with the help of 30 mm x1.6 mm galvanised M.S. flats of specified shape and of total length 420 mm and shall be fixed with M.S. nuts, bolts, & washers of size 25x6 mm, one bolts on each side of the pipe. (DSR 17.77) Total bracket length 580 mm of approved shape and design (for single 100 mm dia pipe) (DSR 17.77.1) 446 Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. (DSR )(DSR 17.78) 447 Providing & fixing white vitreous china water less urinal of size 600 x 330 x 315 mm having antibacterial /germs free ceramic surface, fixed with cartridge having debris catcher and hygiene seal. (DSR )(DSR 17.79) 448 Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge. (DSR )(DSR 17.80) 449 Providing and fixing floor mounted, white vitreous china single piece, double traps syphonic water closet of approved brand/make, shape, size and pattern including integrated white vitreous china cistern of capacity 10 litres with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in-Charge. (DSR )(DSR 17.81) 450 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.) (DSR 18.8) 20 mm nominal dia Pipes (DSR 18.8.2) 451 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.) (DSR 18.8) 25 mm nominal dia Pipes (DSR 18.8.3) 452 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) (DSR 18.9) 15 mm nominal dia Pipes (DSR 18.9.1) 453 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) (DSR 18.9) 20 mm nominal dia Pipes (DSR 18.9.2) 454 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) (DSR 18.9) 25 mm nominal dia Pipes (DSR 18.9.3) 455 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) (DSR 18.9) 32 mm nominal dia Pipes (DSR 18.9.4) 456 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) (DSR 18.9) 40 mm nominal dia Pipes (DSR 18.9.5) 457 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) (DSR 18.9) 50 mm nominal dia Pipes (DSR 18.9.6) 458 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) (DSR 18.9) 80 mm nominal dia Pipes (DSR 18.9.8) 459 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.External work (DSR 18.12) 80 mm dia nominal bore (DSR 18.12.8) 460 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 : (DSR 18.13) 25 to 40 mm nominal bore (DSR 18.13.1) 461 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 : (DSR 18.13) 50 to 80 mm nominal bore (DSR 18.13.2) 462 Fixing water meter and stop cock in G.I. pipe line including cutting and threading the pipe and making long screws etc. complete (cost of water meter and stop cock to be paid separately). (DSR )(DSR 18.14) 463 Providing and fixing brass bib cock of approved quality : (DSR 18.15) 15 mm nominal bore (DSR 18.15.1) 464 Providing and fixing brass bib cock of approved quality : (DSR 18.15) 20 mm nominal bore (DSR 18.15.2) 465 Providing and fixing brass stop cock of approved quality : (DSR 18.16) 15 mm nominal bore (DSR 18.16.1) 466 Providing and fixing brass stop cock of approved quality : (DSR 18.16) 20 mm nominal bore (DSR 18.16.2) 467 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : (DSR 18.17) 25 mm nominal bore (DSR 18.17.1) 468 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : (DSR 18.17) 20 mm nominal bore (DSR 18.17.1A) 469 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : (DSR 18.17) 32 mm nominal bore. (DSR 18.17.2) 470 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : (DSR 18.17) 40 mm nominal bore (DSR 18.17.3) 471 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : (DSR 18.17) 80 mm nominal bore (DSR 18.17.6) 472 Providing and fixing gun metal non- return valve of approved quality (screwed end) : (DSR 18.19) 25 mm nominal bore 18.19.1 Horizontal (DSR 18.19.1.1) 473 Providing and fixing gun metal non- return valve of approved quality (screwed end) : (DSR 18.19) 25 mm nominal bore 18.19.1 Vertical (DSR 18.19.1.2) 474 Providing and fixing gun metal non- return valve of approved quality (screwed end) : (DSR 18.19) 32 mm nominal bore 18.19.2 Horizontal (DSR 18.19.2.1) 475 Providing and fixing gun metal non- return valve of approved quality (screwed end) : (DSR 18.19) 32 mm nominal bore 18.19.2 Vertical (DSR 18.19.2.2) 476 Providing and fixing gun metal non- return valve of approved quality (screwed end) : (DSR 18.19) 40 mm nominal bore 18.19.3 Horizontal (DSR 18.19.3.1) 477 Providing and fixing gun metal non- return valve of approved quality (screwed end) : (DSR 18.19) 40 mm nominal bore 18.19.3 Vertical (DSR 18.19.3.2) 478 Providing and fixing gun metal non- return valve of approved quality (screwed end) : (DSR 18.19) 80 mm nominal bore 18.19.6 Vertical (DSR 18.19.6.2) 479 Providing and fixing uplasticised PVC connection pipe with brass unions : (DSR 18.21) 30 cm length 18.21.1 15 mm nominal bore (DSR 18.21.1.1) 480 Providing and fixing uplasticised PVC connection pipe with brass unions : (DSR 18.21) 30 cm length 18.21.1 20 mm nominal bore (DSR 18.21.1.2) 481 Providing and fixing uplasticised PVC connection pipe with brass unions : (DSR 18.21) 45 cm length 18.21.2 15 mm nominal bore (DSR 18.21.2.1) 482 Providing and fixing uplasticised PVC connection pipe with brass unions : (DSR 18.21) 45 cm length 18.21.2 20 mm nominal bore (DSR 18.21.2.2) 483 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : (DSR 18.22) 100 mm diameter (DSR 18.22.1) 484 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : (DSR 18.22) 150 mm diameter (DSR 18.22.2) 485 Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS - 1536 : (DSR 18.27) 100 mm dia pipe (DSR 18.27.1) 486 Providing lead caulked joints to spun iron or C.I. pipes and specials, including testing of joints but excluding the cost of pig lead : (DSR 18.28) 100 mm diameter pipe (DSR 18.28.1) 487 Providing flanged joints to double flanged C.I./ D.I. pipes and specials, including testing of joints : (DSR 18.3) 80 mm diameter pipe (DSR 18.30.1) 488 Providing flanged joints to double flanged C.I./ D.I. pipes and specials, including testing of joints : (DSR 18.3) 100 mm diameter pipe (DSR 18.30.2) 489 Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : (DSR 18.31) 100 mm diameter 18.31.1 Class I (DSR 18.31.1.1) 490 Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : (DSR 18.31) 100 mm diameter 18.31.1 Class II (DSR 18.31.1.2) 491 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. (DSR )(DSR 18.48) 492 Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball. (DSR 18.62) 20 mm nominal bore, 120 mm long, weighing not less than 198 gms (DSR 18.62.2) 493 Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms (DSR )(DSR 18.63) 494 Providing and fixing PTMT swivelling shower, 15 mm nominal bore, weighing not less than 40 gms (DSR )(DSR 18.64) 495 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 )(DSR 18.65) 496 Providing & fixing chrome plated brass battery based infrared sensor operated pillar cock, having foam flow technology. (DSR 18.84) 15 mm nominal bore (DSR 18.84.1) 497 Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps : (DSR 19.5) 100 mm diameter (DSR 19.5.1) 498 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : (DSR 19.6) 150 mm dia. R.C.C. pipe (DSR 19.6.2) 499 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : (DSR 19.6) 300 mm dia. R.C.C. pipe (DSR 19.6.4) 500 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. (DSR 19.32) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (DSR 19.32.1) 501 Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design. (DSR )(DSR 19.33) 502 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 fastenersto be paid for separately) : (DSR 21.1) For fixed portion 21.1.1 Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) (DSR 21.1.1.1) 503 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 fastenersto be paid for separately) : (DSR 21.1) For fixed portion 21.1.1 Powder coated aluminium (minimum thickness of powder coating 50 micron) (DSR 21.1.1.2) 504 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 fastenersto be paid for separately) : (DSR 21.1) For fixed portion 21.1.1 Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) (DSR 21.1.1.3) 505 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 fastenersto be paid for separately) : (DSR 21.1) 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) 21.1.2 Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) (DSR 21.1.2.1) 506 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 fastenersto be paid for separately) : (DSR 21.1) 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) 21.1.2 Powder coated aluminium (minimum thickness of powder coating 50 micron) (DSR 21.1.2.2) 507 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 fastenersto be paid for separately) : (DSR 21.1) 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) 21.1.2 Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) (DSR 21.1.2.3) 508 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): (DSR 21.3) With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) (DSR 21.3.1) 509 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): (DSR 21.3) With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) (DSR 21.3.2) 510 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): (DSR 21.3) With float glass panes of 8 mm thickness (weight not less than 20 kg/sqm) (DSR 21.3.3) 511 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. (DSR 21.4) With stainless steel cover plate minimum 1.25 mm thickness (DSR 21.4.1) 512 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. (DSR 21.4) With brass cover plate minimum 1.25 mm thickness (DSR 21.4.2) 513 Providing and fixing powder coated aluminium work (minimum thickness of powder coating 50 micron) consisting of tee/ angle sections, of approved make conforming to IS : 733 in frames of false ceiling including aluminium angle cleats with necessary C.P. brass/ stainless steel sunk screws, aluminium perimeter angles fixed to wall with stainless steel rawl plugs @ 450 mm centre to centre and fixing the frame work to G.I. level adjusting hangers 6 mm dia. with necessary cadmium plated machine screws all complete as per approved architectural drawings and direction of the Engineer-in-charge (level adjusting hangers, ceiling cleats and expansion hold fasteners to be paid for separately). (DSR )(DSR 21.5) 514 Providing and fixing 6 mm dia. G.I. level adjusting hangers (upto 1200mm length), fixed to roof slabs by means of ceiling cleats made out of G.I. flat 40x3mm size 60 mm long and stainless steel expandable dash fastener of 12.5 mm dia and 50 mm long, complete as per direction of Engineer-in-charge. (DSR )(DSR 21.6) 515 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 complete. (DSR 21.8) Upto 5mm depth and 5 mm width (DSR 21.8.1) 516 Extra for applying additional anodic coating AC 25 instead of AC 15 to aluminium extruded sections. (DSR 21.9) For fixed portion (DSR 21.9.1) 517 Extra for applying additional anodic coating AC 25 instead of AC 15 to aluminium extruded sections. (DSR 21.9) For shutters of doors, windows & ventilators (DSR 21.9.2) 518 Providing and fixing anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868. Minimum anodic coating of grade AC 15) sub frame work for windows and ventilators with extruded built up standard tubular sections of approved make conforming to IS: 733 and IS: 1285, fixed with dash fastener of required dia and size (Dash fastener to be paid for separately). (DSR )(DSR 21.14) 519 Providing and fixing anodised aluminium grill (anodised transparent or 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. (Only weight of grill to be measured for payment). (DSR )(DSR 21.17) 520 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). (DSR )(DSR 21.18) 521 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 11601 (DSR 21.19) Upto 5 mm depth and 5 mm width (DSR 21.19.1) 522 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 11602 (DSR 21.19) Upto 10 mm depth and 10 mm width (DSR 21.19.2) 523 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.) (DSR )(DSR 22.5) 524 Providing and mixing integral crystalline admixture for water proofing treatment to RCC structures like basement raft, retaining walls, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc. at the time of transporting of concrete into the drum of the ready-mix truck ,using integral crystalline admixture @0.80% (minimum) to the weight of cement content per cubic meter of concrete) or higher as recommended by the manufacturers specification in reinforced cement concrete at site of work. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e. by reducing permeability of concrete by more than 90%, compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure. The crystalline admixture shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the Engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. (DSR )(DSR 22.22) 525 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. (DSR 23.1) All types of soil 23.1.1 300 mm dia (DSR 23.1.1.1) 526 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. (DSR 23.2) All types of soil 23.2.1 350 mm dia (DSR 23.2.1.2) 527 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. (DSR 23.3) 150 mm nominal size dia (DSR 23.3.2) 528 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. (DSR 23.4) 150 mm nominal size dia (DSR 23.4.2) 529 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. (DSR )(DSR 23.5) 530 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. (DSR )(DSR 23.6) 531 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 -in-charge. (DSR )(DSR 23.7) 532 Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. (DSR )(DSR 23.8) 533 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by V notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. (DSR )(DSR 23.12) 534 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: (DSR 23.13) 150 mm dia (DSR 23.13.2) 535 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. (DSR 23.14) 150 mm clamp (DSR 23.14.2) 536 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). (DSR 23.15) 150 mm dia (DSR 23.15.2) 537 Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. ( The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account). The weight of aluminium extruded section shall be taken for purpose of payment. (DSR )(DSR 25.1) 538 Providing and fixing factory madeKitchen Cabinet Shutter/Partition 20 mm nominal thickness of approved shade, quality and make, made from rigid foam sheets (Single extruded) having density 600 Kg/cum and laminated on both side by laminate Sheet/PVC foil lamination. The exposed edges shall be sealed with PVC edge beading of same shade and colour. The shutter shall be fire retardenthaving necessary screw holding capacity.Shutter shall be fixed to frame usingapproved hinges with necessary stainless steel screws, all complete as per direction of Engineer-in-charge. (DSR )(DSR 26.10) 539 Providing and fixing concealed hinge of approved quality for 19-20mm thick door with stainless steel screws complete : (DSR )(DSR 26.11) 540 Wiring for light point/ fan point/ exhaust fan point/ call bell point with1.5 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 earething the pint with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. (DSR E&M 1.10)Group A (DSR E&M 1.10.1) 541 Wiring for light/power plug with 2x4 sq. mm FRLS PVC insulatted 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 E&M 1.12) 542 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. (DSR E&M 1.14) 2x2.5sq. Mm + 1x2.5 sq. mm eartrh wire (DSR E&M 1.14.2) 543 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. (DSR E&M 1.14) 2x4sq. Mm + 1x4 sq. mm eartrh wire (DSR E&M 1.14.3) 544 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 E&M 1.21) 25mm (DSR E&M 1.21.2) 545 Supplying and fixing 6way, Double door, single pole and neutral, sheet steel, MCB distribution board, 240V, on Surface/recess,complete with tinned copper bus bar, heutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But with MCB/RCCB/Isolator) (DSR E&M 2022 2.3.1) 546 Supplying and fixing 5 amps to 32 amps rating,Single pole, 240/415 volts, 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 E&M 2022 2.10.1) 547 Supplying and fixing 63 amps, double pole, 240 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.(DSR E&M 2022 2.12.2) 548 Supplying and fixing 63 A, four pole, 415V, isolator in the existing MCB DB Complete with connections, testing and commissioning etc. as required. (DSR E&M 2022 2.13.2) 549 Earthing with G.I earth pipe 4.5 metre 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. (DSR E&M 2022 5.2) 550 Smoke Detector with built in LED, mounting base complete with all connection etc. (DSR E&M 2022 4102) 551 Manual call boxes of MS Type in surface/recess with stainless steel chain & hammer assembly complete with glass and push button etc. (DSR E&M 2022 4103) 552 Manual call boxes of ABS Type in surface/recess with stainless steel chain & hammer assembly complete with glass and push button etc. (DSR E&M 2022 4104) 553 Response indicator on surface/recessed MS Box having two LEDs metallic covers complete with all connections etc.(DSR E&M 2022 4105) 554 Fire alarm sounders (electronic) with facility to make announcement, mounted in M.S. Box (16 SWG) with hinged cover plate & suitable for operation with amplifier i/c line matching transformer etc. (DSR E&M 2022 4106) 555 Fire alarm sounders (electronic) with facility to make announcement, mounted in A,B.S. Box with hinged cover plate & suitable for operation with amplifier l/c line matching ttransformer etc. (DSR E&M 2022 4107) 556 Talk back slave station in surface/recess suitable for operation on simplex mode complete with P.T.T. Knob & speaker/microphone enclosed in a M.S (16 SWG)/ABS.Box, break glass in front etc. (DSR E&M 2022 4108) 557 6 Zone fire alarm control panel as per IS: 2189 with backlit LCD (DSR E&M 2022 4110) 558 Cost of25 mm outer dia PVC/ABS Pipe with end caps including making air sampling operning of appropriate dia on appropriate interval. (DSR E&M 2022 4143) 559 Cost of fire survival armoured cable, fibre, fibre glass tape wrapped, ZH inner, outer sheath 2x1.5 sq. mm cable(DSR E&M 2022 4144) 560 Cost of fire alarm armoured FRLS cable 2 x 1.5 sqmm (DSR E&M 2022 4145) 561 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 (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min , 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 E&M 2022 19.1) 562 Concrete with 4cm gauge I class brick ballast, coarse sand (F.M. 1.8 to 2.5) and cement in proportion of 12:6:1 in foundations and under floors including supply of all materials, labour and tools and plants etc. required for proper completion. (CSI No.5.01 ) 563 Concrete work with 40 mm gauge brick ballast obtained from breaking brick bats (brick bats supplied by the department free of cost) in proportion of 12:6:1 as in CSI no. 5.01 including cost of all labour, materials, T&P etc required for proper completion of work. (CSI No. 5.20) 564 Brick work in foundation & plinth with old dismantled bricks (supplied by department free of cost) and coarse sand of F.M. 1.8 to 2.5 mortar in 1:6 including supply of all other materials, labour, removing mortar & cleaning of old & used bricks,T&P etc complete. (CSI No. 6.18) 565 Brick work in Super structure with old dismantled bricks (supplied by department free of cost) and coarse sand of F.M. 1.8 to 2.5 mortar in 1:6 including supply of all other materials, labour, removing mortar & cleaning of old & used bricks,T&P etc complete. (CSI No. 6.19) 566 S/F welded wire mesh size 75x25mm and rectangular made out of 10 SWG over M.S. angle frame with M.S. flat welded as required including cost of drilling holes, washer welding etc as required including cost of all material, labour and T&P etc. required for proper completion of work . exept cost of M.S angle and flat. (CSI No. 9.22) 567 Providing and laying SWR, PVC ( Finolex or equivalent ) pipe including cost of excavation, C.C etc including its jointing and connection, all materials, labour and T&P etc. required for proper completion of the work. (CSI No. 27.29 c) 110 mm dia 568 Supply and Fixing of 3 blade wall fan of Havells platina 400 mm or equivalent including all material, T&P etc required for proper completion of work as approved by engineer in charge. (CSI No. 28.37) 569 Supply and Fixing of 5 blade Exhaust fan ventile air dx 225 mm of Havells or equivalent make including all material, T&P etc required for proper completion of work as approved by engineer in charge.(CSI No. 28.38) 570 Supply & fixing steel tubular pole 7 Metre long designated 410 SP-2 in 1:3:6 cement concrete foundation including excavation back filling etc. complete in all respect. 2018 PWD 603 571 Supply & fixing of 7 mtr GI Octagonal Pole of approved make (top dia 70mm, Bottom dia 130mm and base plate 12mm thik) having 3mm thikness with single arm bracket (1 Mtr length) on RCC foundationincluding the cost of foundation, foundation bolts, excavation & back filling and Required T&P completee in all respect. 2018 PWD 641 572 Supply & fixing of 7 mtr GI Octagonal Pole of approved make (top dia 70mm, Bottom dia 130 mm and base plate 12mm thik) having 3mm thikness with Double arm bracket (1 Mtr length) on RCC foundationincluding the cost of foundation, foundation bolts, excavation & back filling and Required T&P completee in all respect. 2018 PWD 642 573 Supply and fixing of fire extinguisher, ABC Type 4.00 kg. capacity (ISI Marked IS : 15683 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. 2018 PWD 1131 574 Supply and fixing of fire extinguisher, ABC Type 6.00 kg. capacity (ISI Marked IS : 15683 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. 2018 PWD 1131(A) 575 Supply and fixing of C02 type fire extinguisher 4.5 kg. capacity (ISI Marked IS : 2878 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. 2018 PWD 1132 576 Same as in item no. 1132 but of 6..5 kg. capacity 2018 PWD 1132 (A) 577 Supply and fixing of fire bucket, round bottom made of G.I. sheet 9-11 litres capacity duly painted as per fire brigade design, supported on hanging bracket chained and locked, initially filled with fine river sand, water as per directions of Engineer-in-Charge 2018 PWD 1133 578 Supply and fixing of power plug with 15A/250 voltflushtype switch and 5 pin 15A/250V flush type universal socket in suitable M.S. box of 175mm x 100mm x 50mmsize with phenolic laminated bakelite sheet cover 3mm thick fixed with brass machine screw and cup washer. 2018 PWD 1139 579 Supply and fixing ofLED Tube Light batten fitting suitable for up to 1 X 22 watt LED tube light on surface complete in all respect. 2018 PWD 1413(A)CAT AA 580 Supply and fixing ofLED Street light Fittinghaving die cast aluminium body and diffuser with driver set suitable for 45 watt to 50 Watt. Confirming to IP 66 protection complete in all respect. 2018 PWD 1421CAT AA 581 Supply and fixing ofLED Street light Fittinghaving die cast aluminium body and diffuser with driver set suitable for 175 to 200 Watt. Confirming to IP 66Protection complete in all respects.2018 PWD 1425(A)CAT AA 582 Supply and fixing of3 Watt LED Path / Walkover luminaire having powder cotated die cast aluminium body with drive set . Confirming to IP 65 Protection complete in all respect. 2018 PWD 1441CAT AAA 583 Supply and fixing of 3 Watt to 6 Watt LED Spot/Spike light luminaire Confirming to IP 66 Protection complete in all respect. 2018 PWD 1441 (A) CAT AAA 584 Supply and fixing ofdecorative 8 to 16 Watt LEDbollard luminaire with driver set confirming to IP 65 protection complete in all respect. 2018 PWD 1442CAT AAA 585 Supply and fixing ofdecorative 40 to 45 Watt LED Post top indirect light luminaire having Pressure die cast aluminium body and Clear glass with driver set confirming to IP 65 and aboveprotection complete in all respect.2018 PWD 1443CAT AAA 586 Supply and fixing of 450mm size Exhaust fan of approved quality ISI mark (Bajaj/Havells/Usha/Crompton or equivalent make) complete with all respect as per sample approved by Engineer in charge including supply of all materials, labour and T&P etc requried for proper completion of the work as direction of E/I complete. (NSI ) 587 S/F of LED Bulb 9Watt bajaj or equivalent make as approved sample and make as per direction of Engineer in charge (NSI) 588 Supply and fixing of 200 mm Turbo ventilator Fan with ss Chimneycap & pipe of approved quality ISI mark (Bajaj/Havells/Usha/Crompton or equivalent make) complete with all respect as per sample approved by Engineer in charge including supply of all materials, labour and T&P etc requried for proper completion of the work as direction of E/I complete. (NSI ) 589 Providing and fixing 15 mm thick Industrial tiles size 600 x 600 mm to of Johnson Endura Meteor or approved make and colour using in different sizes (thickness to be specified by the manufacturer) 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(NSI) 590 20-25 mm thick fine dressed Red sand stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush.(NSI) 591 Providing/Laying 20-25 mm thick fine dressed Red sand stone flooring including supply of all materials, labour and T&P required for proper completion of work as perdirection of the Engineer-in charge.(NSI) 592 Providing and fixing prefab structure of size which does not require any structural steel frame at all heights of the existing building with following specifications: Manufactured by Epack polymers pvt ltd /Pronto panels Or Equivalent make.Walls: Outer & Inner walls made of 50 mm thick PUF insulated panels cladded with 0.5 mm thick PCGI sheet zinc coating 120 grams per sqm as per IS: 277. The wall panels shall be connected to each other with Cam Locks @ 1.00 m C/C The walls shall be connected to the the base platform with 1mm thick channels & 100 to 150mm long dash fasteners. The walls & ceiling shall be connected to each other by 1mm thick flashing as per the manufacturer specifications. Any number of vertical partitions are to be provided in the structure as required at site & as per the directions of the E-in-C complete. All the inner / outer gaps, if any, are to be filled with silicon, rubber gasket or any material required complete & directions of the Engineer in charge.Ceiling: Made of 50 mm thick PUF insulated panels cladded with 0.5 mm thick PCGI sheet zinc coating 120 grams per sqm as per IS: 277. The ceiling shall be extended from the wall on all sides by not less than 450mm & not more than 600mm with neccessary slopes in wall as required at the site & directions of the Engineer in charge complete. The outer edges of the roof shall be covered with the channel of the same material as of puff panel.Doors: Made out of 50 mm thick PUF insulated panels inner/outer side cladded with 0.5 mm thick PCGI sheet zinc coating 120 grams per sqm as per IS: 277. complete with providing & fixing all accessories like locks, SS hinges, SS Tower Bolts,SS handles of required size not more than 300mm.Windows: The frame work shall be of aluminium work (Powder coated aluminium (minimum thickness of powder coating 50 micron)) for doors, windows(Sliding/Openable as required with requisite handles, tower bolts,20mm dia SS curtain rod & any other fitting required ), 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 of thickness not less than 14gauge, smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing with 5.50mm thick glass / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. The outer surface shall have fly proof stainless steel grade 304 wire gauge, using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm all complete .Strengthing of door, window, ventilators & any other opening : Any opening provided will have the framework strengthened with 1mm thick MS Plate on all sides all complete & directions of the Engineer in charge.Measurements: Only the floor area of the pre fab outer structure will be measured for payment purpose.Conditions Rates include all lifts, leads, depths, material, labour, scaffolding, all heights for location, carriage, wastage, tools and plants and other all inputs for execution of the item. The colour of the panels for walls & ceiling should be got approved from the E-in-C prior to start of manufacturing of the structure. The Structure requires approx five partitions in the two structures besides two outer walls . Note: The zinc sheet of the puff panels can either be plain/corrugated on both sides or one side plain & one side corrugated upto any pitch in horizontal / verticals per the drawings & requirement at site. 593 Supply,Installation, testing & commissioning Battery 12 V 7 AH Exide or equivalent make for above fire alarm system. Complete as per direction of the Engineer-in charge. 594 Supply,Installation, testing & commissioning Response Indicator Agni Suraksha or equivalent make. Complete as per direction of the Engineer-in charge. 595 Supply,Installation, testing & commissioning Camera (3 MP) colour W Audio IP Dome Secureye or equivalent Indian make ,Lens-3.6mm. Complete as per direction of the Engineer-in charge. 596 Supply,Installation, testing & commissioning Camera (2 MP) IP Dome Falcon series Secureye or equivalent Indian make ,Lens-3.6mm. Complete as per direction of the Engineer-in charge. 597 Supply,Installation, testing & commissioning NVR 8 channelSecureye or equivalent Indian make, with 4TBHDD Hard Disk. Complete as per direction of the Engineer-in charge. 598 Supply,Installation, testing & commissioning Connector D link or equivalent make Complete as per direction of the Engineer-in charge. 599 Supply,Installation, testing & commissioning 8 Port POE Switch Secureye or equivalent Indian make Complete as per direction of the Engineer-in charge. 600 Supply,Installation, testing & commissioning Cable (CAT6) D link or equivalent make Complete as per direction of the Engineer-in charge. 601 Servicing of Air Conditioner (For Window/Split) by aurthorised service center complete in all respect including all labour and T&P. (CSI No. 20.30) 602 Servicing of Air Conditioner and filling of GAS (For Window/Split) by aurthorised service center complete in all respect including all labour and T&P. (CSI No. 20.31) 603 Supply and fixing of recess/ Surface/ Pendent mounting round 6 Watt 8 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/Reflector and driver setcomplete in all respect. 1401 PWD CAT AA 604 Supply and fixing of recess/ Surface/ Pendent mounting round 10 to 15 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect. 1402 PWD CAT AA 605 Supply and fixing of 36 Watt to 46 Watt indoor Recess mounting LED Square Fitting for Armstrong Ceiling having Powder coated die cast aluminium housing body with extended heat sink and diffuser of Special Polycarbonate meterial and driver set complete in all respect.1406 PWD CAT AA 606 P/F of 30 W orevo make or equivalent make LED light 30 Watt over Hoarding frame along boundary wall of MD DVVNL Campus, 220 KV S/S Sikandra , Agra with necessary materials , labour, T&P etc required for proper completion of the work as per direction of Engineer in charge. (NSI) 607 Providing and fixing of 20 W Philips make or equivalent make LED Tube light 20 Watt with necessary materials labour, T&P etc requried for proper completion of the work as per direction of Engineer in charge (NSI) 608 S/F of 07 Watt LED bulb Syska or other equivalent make including cost of labour, T&P etc required for proper completion of the work (NSI) 609 Supply and fixing of vertical blinds with hanging/sliding rod of aluminium (vista or equivalent make), vertical cord for operation of blinds, L-type hooks, screws, gullies etc. including all T&P, labour etc required for proper completion of the work in all respect. (NSI) 610 Printing name and designation of occupants and other information on residence block/office building including preparation of the base with best quality synthetic enamel paint as directed by E/I including cost of all materials, labour and T&P etc. required for proper completion of work. (NSI) 611 Providing and fixing of Name plate Acrylic/Glow sign Sheet per mm thick without letter as per approved shade and design as per direction of Engineer in charge (NSI) 612 Providing and Pasting of Name plate letter cutting words laser machine without name plate including cost of necessary all fittings such as nut, screws, labour T&P etc requried for proper completion of the work as per direction of Engineer in charge (NSI)
Contract Date: Apr 23, 2026 Contract Value : ₹ 21.94 Lakh
Government Departments No of Bidders 3
Uttar Pradesh View Result →
38.
Metro Rail #9965863 AOC
Tender For Maintenance Of Civil Works At Mukundpur Depot.; Polycarbonate sheet: Providing and fixing of leak proof fire resistance and UV resistance at all height of lexan compact clear sheet of 5mm thick GE plastic or approved equivalent make confirming to IS14443-1987 the rate is inclusive of cost of fasteners silicon sealant, EPDM gasket and any other fittings as required for completion of work as per Engineer in charge. Providing and fixing 12 mm thick laminated glass consisting of 6.0 mm thick (+ or -0.3) thick clear toughened glass on both faces having 1.52 PVB layer in between including provision of EPDM gasket performed all spacers, desiccants, silicon sealants etc. as per manufactures specifications , drawings & directions of engineer in charge (area of glass unit outside the snap beading shall be measured). Providing hardware or other parts for smooth functioning of rolling shutter. Items will be supplied as per CPWD specifications. Brackets(Sides). Wire Spring Spring Holder. MS-Gararee device. Gear Box. Rolling Shutter Handle. Locking Naka/kundee including welding. Ball Bearing Gararee Rod. MS-Top Cover. Bottom Locking rail M.S.Laths MS Pipe shaft 2 dia Side guide Rail. Rolling Shutter lever lock Supply of sky lift on hire charges basis 20 mtr long boom for 8 hours (per day) including operators, all arrangement of safety,barricades,Traffic marshal etc.all complete as per direction of engineer-in-charge. Providing and fixing 6mm thick toughened glass in existing frames, sub frames with EPDM rubber gasket, silicon sealant and necessary pressure clip as and where required. The rate quoted shall be inclusive of fixing and grinding corners and required holes etc. all complete and all taxes etc. The contractor shall visit the site and take exact measurement of size in which glass is to be provided at various locations. Providing and fixing CPVC union in CPVC pipe (Astral/Ashirwad ) including cutting and threading the pipe making long screw etc. complete. 15mm nominal bore 20mm nominal bore 25mm nominal bore 32mm nominal bore 40mm nominal bore 50mm nominal bore Providing and fixing CPVC ball valve (Astral/Ashirwad) in CPVC pipe including cutting and threading the pipe making long screw etc. complete. 20mm nominal bore 25mm nominal bore 32mm nominal bore 40mm nominal bore 50mm nominal bore Providing and fixing CPVC male Adaptor brass threaded (MTA) of approved quality: 20mm nominal bore 25mm nominal bore 32mm nominal bore 40mm nominal bore 50mm nominal bore Providing and fixing C.I. dirt box strainer for bulk type dry dial and magnetic drive water meter with nuts, bolts, rubber insertions etc. The rates include all cost of material, labour, transportation, tool & plants, all height, Taxes etc as per direction of Engineer in Charge of Size: 50mm 65mm Providing and fixing PVC P-trap/multi-trap/Nahani-trap of 110mm dia. for kitchen/bathroom with demolishing of kota stone/cement concrete flooring of required area or up to 1.0 sqm for rectification of seepages and repairing the same as above, including the cost of materials i.e. PVC P-trap/multi-trap/Nahani trap, solvent, piece of PVC pipe, Kota stone, cement concrete or other materials, labour charges, taxes etc. complete as per direction of Engineer-in-charge. Providing and fixing UPVC/CPVC Female brass thread Tee (FBT Tee) of approved quality :15mm nominal bore Providing and fixing UPVC/CPVC Female brass thread Elbow (FBT Elbow) of approved quality :15mm nominal bore Providing and fixing of high pressure laminated board confirming to code BS EN-438-2015 of 12mm thickness for partition and doors with all necessary fittings, fastners, screws and rubber strip for the groove in the pilaster for reducing noice level of door closing etc required as per approve design and colour and direction of engineer incharge. Cleaning of sewer lines8/ storm water chocked drain including pumping out of water from blocked sewer lines or otherwise by suitable sewerage pump of 5HP all work complete as per direction of engineer in charge( dia 100mm to 300mm) Cleaning of choked drains including removing of covers, cleaning of silts , mud, rubbish etc and refixing of top covers. All works complete including removing and disposal of silt as per direction of engineer-in-charge (a) size width (300 to 450 mm) depth upto 500 mm Providing and fixing 800 mm dia TO mirror covered with powder coating covering having sunshade of 45 mm*45mm, 2 mm thich squred tube as hanging member and 50mm*50mm *2mm tubular part as adjust with welding and V shaped welded supports to station roof as the locations as per direction of enginner in charge the rate are inclusive of all taxes,duty etc. nothing etc shall be paid Providing & Fixing CONCEALED CISTERN BODY (Make Jaquar JCSWHT-2400)MATERIAL Providing & Fixing Urinal-Flat Back Half (make Hindware Cat.no.60010) Providing & Fixing URINAL VALVE AUTO CLOSING SYSTEM WITH BULTIN CONTROL COCK & WALL FLANGE WITH FLOW RESTRICTOR 1.5 LPM AT 3 BAR PRESSURE (Make Jaquar PRSCHR-077G*) Providing & Fixing Wash Basin-Oval Under-Counter (Make Jaquar CNS-WHT-705) Providing & Fixing Wash Basin-Anugular Stop Cock (Make Jaquar Con-059KN Providing & Fixing Pillar Angle Valve- Angular Stop Cock with Fall Flange (Make Jaquar OPP-15053PM) Providing & Fixing Pillar Clock- PILLAR COCK AUTO CLOSING SYSTEM WITH FLOW RESTRICTOR OF 1.3 LPM AT 3 BAR PRESSURE ( Make Jaquar PRSCHR-031GE) Providing & Fixing PVC Connection- Braided Hose ( Make Jaquar ALD-805B) Providing & Fixing Waste Coupling - fully threaded, 32 mm dia ( Make Jaquar ALD-705) Providing & Fixing Curved shaped urinal partition with frosted glass (Make JAQUAR JSE-CHR-810UC450X Providing and fixing pillar mixture tap on wash basin (Make of Volga, Marc, Parko or approved quality) Providing and fixing mixture tap on kitchen sink (made of Volga, Marc, Parko or approved quality) Providing and fixing of hand shower with waste pipe (make jaquar ) Code ALD-573 Mirror of staff toilet - Providing and fixing toilet mirror made of 6mm thick BWP ply with craft paper fixed to wall with screws/wooden plugs 5mm thick float glass mirror etc including all necessary arrangement. (make - as per approved list ). Providing and fixing on wall face unplasticised Rigid PVC rain water pipes (working pressure 6 kg /cm^2) 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. 200 mm Diameter 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. 200 mm x 100 mm Dia. Reducer Tee 200 mm x 200 mm Dia. Bend PVC Pipe 160mm : providing and laying 160mm dia 6kg pressure PVC pipe for drainmage for all works complete as per directed engineer in charge (make ;- as per approved list) Oiling and greasing of rolling shutter with H.P.equipment greasing including complete cleaning of oil and scrapping of grease including labours and materials as per direction of Engineer-In-Charge. For rolling shutter up to 4.5 m height. Providing and erecting the safety net of opening 75mm*75mm size at first floor level to prevent the debris falling on ground during progress of work and keeping the same in position during the entire period of work .(One time payment shall be made for providing net from start of work till completion of work including shifting if any. The Scaffolding net shall be the property of the DMRC on completionof the work). Providing and Operating Diesel Boom Lift of 25-28 metre reach. Rate shall include diesel charges, one operator with all safety items complete and loading/unloading of man lifter at site. Rate is inclusive of all taxes/levies/cartage/GST etc. The rate shall include provision of traffic marshall and safety equipments like baton light while working at main road. Supply of submersible pump set with 4 HP, 3 phase, 440 volt, 50 Hz motor 10 stage pump suitable for 80 feet water level and discharge 1800 ltr/hr modele no. CORA- 12C/) make - KSB including anti falling GI wire for holding the borewell motor into the existing borewell. Supply erection of 2.5 sqmm submersible cable make- Finolex, CCI, skyone The rates are inclusive of all taxes and duties complete. Lowering of pump submersible into the existing bore as per direction of Engineer in charge . The rates are inclusive of all taxes and duties complete. Providing & fixing of bulk water meter Class B flanged type with CI body with dry dial type & Magnetic drive make Kranti or equivilant conferming to IS:2373. The rate include all cost of material, labour , transportation, tools & plant , all height , Taxes etc as per direction engineer in charged 40mm 50mm 65mm Removal of water and esixting filler materials from the structurs, Devlopment and cleaning of bore Cleaning of material and putting back to the system. The rates are inclusive of all taxes and duties, Nothing shall be paid extra. Miscellaneous civil works like cleaning of ground rain water, meshes, minor repairing of drains, meshes, manhole covers etc. The rates are inclusive of all taxes and duties complete. Reviving of RWH pit upto 30 cubic meter capacity by cleaning/screening old filter media. This item has rate inclusive of clearing choking of embeded PVC slotted pipe & Cleaning of de-silting chamber for RWH pit Reviving of RWH pit upto 150 cubic meter capacity by cleaning/screening old filter media. This item has rate inclusive of clearing choking of embeded PVC slotted pipe & Cleaning of de-silting chamber for RWH pit Skilled-Providing Plumber/fitter for plumbing /sewerage rectifiction work with all required T&P as per direction of Engineer in charge. Skilled-Providing Carpenter for repair work with all required T & P i.e. Hacksaw, hammer,drill machine, planner, chisal, screwdriver etc. As directed by engineer in charge. Skilled-Providing Mason for repair work with all required T & P i.e. Chisal, hammer, towel, fawra, buket, pan etc. As directed by engineer in charge. Skilled-Providing welder/fitter for welding work along with welding machine to carry out welding as per direction of engineer-in-charge including the cost of consumable (electrodes) Unskilled-Providing labor/helper/beldar as per direction of Engineer-in-Charge. The rate shall be inclusive of PF, ESI & C.P. etc.
Contract Date: Apr 10, 2026 Contract Value : ₹ 4.45 Crore
Boards / Undertakings / PSU No of Bidders 6
Delhi View Result →
39.
Tourism #9871469 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 For Foundation Pipeline Trenches By Mechanical/Manual Means In All Type Of Strata Comprising Any Of The Materials Such As Soil, Silt, Sand, Clay, Gravels, Moorum Of All Varieties, Shingles, Pebbles, All Types Of Conglomerates, All Types Of Laterite Rock, Soft Rock, Disintegrated Rock, Fissured/ Shattered/ Decomposed Rock Or Weathered Rock And All Such Other Materials As Described Under Appendix To These Specifications Whether In Full Or In Parts As The Case May Be Adopting Any Approved Method Or Methods As Maybe Convenient Or Permitted Inclusive Of Chiselling, Wedging Etc. In All Conditions Such As Dry, Moist, Saturated, Submerged, Foul Conditions Etc. Blasting Prohibited Including Pumping Or Bailing Out Water Including Segregating The Excavated Earth/Rock And Disposal Of Surplus Excavated Earth At Contractors Identified Site At Risk And Cost Of The Contractor) For All Leads And Lifts And As Directed By Engineer. , Earthwork In Excavation Over Areas By Mechanical/Manual Means In All Type Of Strata Comprising Any Of The Materials Such As Soil, Silt, Sand, Clay, Gravels, Moorum Of All Varieties, Shingles, Pebbles, All Types Of Conglomerates, All Types Of Laterite Rock, Soft Rock, Disintegrated Rock, Fissured/ Shattered/ Decomposed Rock Or Weathered Rock And All Such Other Materials As Described Under Appendix To These Specifications Whether In Full Or In Parts As The Case May Be Adopting Any Approved Method Or Methods As May Be Convenient Or Permitted Inclusive Of Chiselling, Wedging Etc. In All Conditions Such As Dry, Moist, Saturated, Submerged, Foul Conditions Etc. Blasting Prohibited Including Pumping Or Bailing Out Water Including Segregating The Excavated Earth/Rock And Disposal Of Surplus Excavated Earth At Contractors Identified Site (At Risk And Cost Of The Contractor)For All Leads And Lifts And As Directed By Engineer . , 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 In Charge. , 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 , 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. , Pre-Cast Cement Concrete Solid Blocks Masonry Of Compressive Strength 70 Kg / Cm2 In Cement Mortar 1:4 (1 Cement : 4 Corase Sand) In Partition Walls Size Of Blocks (30 X 20 X 10) , 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: A) 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) A) All Works Upto Plinth 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) B) In Walls (Any Thickness), Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts And Structs 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) C) In Beams, Suspended Floors, Roofs Having Slope Upto 15° Landings, Balconies, Shelves, Chajjas, Lintels, Bands, Plain Window Sills, Staircases Upto Floor Five Level , Reinforced Cement Concrete Work 1:1½:3 (1 Cement: 1½ Coarse Sand: 3 Granitic Or Basaltic Stone Aggreate 20Mm Nominal Size Excluding Plastering And Cost Of Centering, Shuttering & Reinforcement, In Sloping Or Battering Surface (Slabs, Beams, Louvers, Etc) I) Where Inclination To The Horizontal Does Not Exceed 30° , Centering & Shuttering Including Strutting, Propping & Removal Of Forms For : I) Foundations, Footings, Bases For Columns , Centering & Shuttering Including Strutting, Propping & Removal Of Forms For : Ii) 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 : Iii) Columns, Piers, Pillars, Aburments, Posts And Struts (Square Rectangle Polygon In Plan) , Centering & Shuttering Including Strutting, Propping & Removal Of Forms For : Iv) 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 Sloping Or Battering Surface (Slabs, Beams, Louvers, Etc) Including Folded Plates I) Where Inclination To The Horizontal Does Not Exceed 30° Requiring Shuttering On The Underside Only , Centering & Shuttering Including Strutting, Propping & Removal Of Forms For Sloping Or Battering Surface (Slabs, Beams, Louvers, Etc) Including Folded Plates Iv) 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. , 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 Woodwork In Frames Of Doors, Windows, Clerestory Windows Trusses & Other Frames Wrought Framed And Fixed In Positon. D) Second Class Matti Wood , Providing And Fixing 35 Mm Thick Panelled Glazed Or Panelled And Glazed Shutters For Doors, Windows And Clerestory Window Including Anodized Aluminium Butt Hinges With Necessary Screws: B) Second Class Indian Teak Wood , Providing And Fixing Bright Finished Brass Sliding Door Bolts With Nuts And Screws Etc Complete A) 300 X 16 Mm , Providing And Fixing Bright Finished Brass Door Latch With Necessary Screws Etc Complete A) 300X 16 X 5 Mm , Provided And Fixing 150 Mm Chromium Plated Brass Floor Door Stopper With Rubber Cushion Screws Etc. To Suit Shutters Thickness Complete. , Providing & Fixing Chromium Plated Brass Tower Bolts (Barrel Type) With Necessary Screws Complete. A) 250 X 10 Mm , Providing And Fixing Stainless Steel D Type Handles With Necessary Screws Etc Complete A) L 300Mm/325Mm X 22 To 25Mm Dia , Wood Finish Foam Core Frp (Fiber Reinforced Polymer) Door Shutter Manufacture, Supply And Installation (Including Accessories As Mentioned Below) Of Epee Or Equivalent Goan Make Frp (Fiber Reinforced Polymer) Door Shutter Of Specified Thickness As Per Options Below By Using Tray System, With Seasoned Hard Wood, Moisture Less Than 17%, Wood Styles For Top Rail And Lock Rails. Frp (Fiber Reinforced Polymer) Laminate Made Up Of 450 Grams Per Sq.Mts (Gsm) Chop Strand Matt And Unsaturated Polyester Resin With Viscosity Range Of 400/450 Centipoises Per Second (Cps) Along With Printed Matt Having Wooden Textures, Used Along With Uv Resistant Resin To Give The Clear Wooden Texture On The Door. The Core Of Shutter Will Be Filled As Specified (Expanded Polystyrene Foam / Polyurethane Foam (Eps/Pu) Foam) The Shutter To Be Water Proof As Well As Mild Acid / Alkali Resistant Manufactured Using Rv Tifac (R V Engineering College, Bangalore & Technology Information Forecasting & Assessment Council) Technology In Line With Is 13034 1990 Test Standard In An Iso 9001 - 2015 Certified Factory. Accessories: I) S. S. Hinges 4 - 3 No Ii) S. S. Latch - 1 No Iii) Tower Bolt 5 - 2 Nos Iv) Handle 5 - 2 Nos Shutter Thickness: B) 35Mm , Frp (Fiber Reinforced Polymer) Frames With Wood Finish Manufacture, Supply And Installation (With Anchor Fastener) Of Epee Or Equivalent Goan Make Frp (Fiber Reinforced Polymer) Frame Of Cross Section As Per Options Below With Right Angle Joint And Frp (Fiber Reinforced Polymer) Laminate Made From 450 Grams Per Sq.Mts (Gsm) Chop Strand Glass Fiber (Matt) And Unsaturated Polyester Resin With Viscosity Range Of 400/450 Centipoises Per Second (Cps). The Core Of Frame Would Be Filled With Seasoned Wood As Infill Material. The Slot Of Frame For Door Resting Will Be Of Suitable Width So As To Take Specified Thickness Door. The Frame Will Be Water Proof As Well As Mild Acid/ Alkali Resistant Manufactured In An Iso 9001- 2015 Certified Company. Specified Cross Section: B) 4 X 2 , Supply And Installation Of Aluminium Louvers. The Frame Should Be Made Of Aluminium Tubes Of Size 100X50x1.50 Mm Thk And 50X25x1.50 Mm Thk C Channels. Aluminium Z Shaped Louvers Of 100Mm Should Be Fixed To The Supporting Frame With Aluminium Cleats, Gi Screws, Etc Complete. The Whole Assembly Is Powder Coated With Pure Polyester Paint. (Ms Framing To Be Paid Separately) , 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 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 , Providing And Fixing Vitrified Glossy Finished (600X600) And 10Mm Thick Tiles In Floor, Treads Of Steps, Landing On 25Mm Thick Bed Of Cement Mortar 1:3 And Jointed With Cement Slurry Complete. , 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 Fixing Of 18Mm Thick Mirror Finish Cat Eye Granite Slab For Urinal Partitions With Cementet Ccomplete Including Rounding And Polishing Of The Edges Asdirected By Engineer-In-Charge , Providing And Fixing Vitrified Antiskid Tiles (320X320) And 10Mm Thick Tiles In Floor, Treads Of Steps, Landing On 25Mm Thick Bed Of Cement Mortar 1:3 And Jointed With Cement Slurry Complete. , 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. B) Wall Ceramic Glazed Tiles : 300 X 450 , Providing And Laying In Design & Pattern Factory Made Chamfered Edge Cement Concrete Paver Blocks ( C. C. Paver Blocks) Of M35/M40 Strength, Thickness & Size/Shape, Made By Table Vibratory Method Using Pu Mould, Laid In Required Colour & Pattern Over 50Mm Thick Compacted Bed Of Fine 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 River/Manufactured Sand And Cutting Of Paver Blocks As Per Required Size And Pattern, Finishing And Sweeping Extra Sand In Footpath, Parks, Lawns, Drive Ways Or Light Traffic Parking Etc. Complete As Per Manufacturers Specifications & Direction Of Engineer. F) 80 Mm Thick With Yellow/ Orange/ Earth Color (M40 Grade) , 6Mm Cement Plaster To Ceiling 1: 3 (1 Cement : 3 Fine Sand) , 12Mm Cement Plaster 1:4 (1 Cement : 4 Coarse 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. , Neat Cement Punning , Waterproofing Of Sunken Slabs, Toilet Blocks, Terraces On Slabs Under Brickbats, Roofs, Watertanks. Cleaning The Surface And Filling Cracks (If Any), Applying Epco Acr Wherever Necessary, Providing And Moistening The Surface With Water To Render It Saturated. Mix Cement And Monobond Wf In The Ratio Of 1.25 Kg To 1 By Weight And Stir Continuously. Apply Minimum 2 Coats With An Interval Of 12 Hours Minimum Between The Coats. Fix Fiber Mesh While The First Coat Is Still Tacky. Cure With Sprinkling Of Water 3-4 Times A Day. Incl. Cost Of Scaffolding Transport Etc. As Per Dir Of Eic. All The Chemicals Will Be Of Krishna Conchem Products Pvt. Ltd. Or Equivalent , Applying One Coat Of Cement Primer Of Approved Brand And Manufacture On Wall Surface. , Finishing Wall With Superior Quality Waterproofing Cement Paint (Super Snow Hem Or Equivalent) Of Required Shade On New Work (Three Or More Coats) To Give An Even Shade. , Wall Painting (Two Or More Coats) With Plastic Emulsion Paint Of Approved Brand And Manufacture On New Work 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. , Providing And Laying 1St Class Mangalore Tile Roof Covering With 25 X 50Mm (1 X 2) Jamba Wood Or Similar Batten Including Nails Etc. But Excluding Rafters. , Providing And Laying Ridge Tiles Laid Dry & Pointed With Lime Mortar 1: 2 (1 Lime: 2 Surkhi) , 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. A) 140 Mm Nominal Size , Providing And Fixing Pvc Swr Pipes Confirming To Is 13592 Type A Including Jointing With Seal Ring Confirming To Is 5382 Leaving 10 Mm Gap For Thermal Expansion. B) Single Socketed Pipe 110 Mm Dia , Providing And Fixing White Vitereous China Pedestal Type (Europen Type) Water Closet With Seat As Lid, Whth C.I. Brass Hinges And Rubber Fitings 15 Lts White Vitreous China Low Level Flushing Cistern With Fittings As Brackets 40 Mm White Precelain 3Enameled Flush Bad, 25 Mm Overflow Pipe With Specials And Mosquito Proof Coupling Of Approved Municipal Design Complete, Including Cutting And Making Good The Walls And Floors Where Required. A) W.C. Pan With White Plastic Seat And Lid , 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 Galvanised Steel Flush Pipe And Spreaders With Brass Unions & G.I. Clamps Complete, Including Painting Of Cister And Fittings, Cutting And Making Good The Walls And Floors Where Required. C) Range Of Three Urinal Basins With 10 Litres Pvc. 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. A) Flat Back Wash Basin Size 630 X 450Mm With A Pair Of 15 Mm C.P. Brass Pillar Taps. , Providing & Fixing (4) 100 Mm Sand Cast Iron Grating For Gully Floor Or Nahni Trap. , Providing & Fixing C.P. Brass Towel Rail Complete With C.P. Brass Brackets Fixed To Wooden Cleats With C. P. Brass Screws B) 600 X 20 Mm Size , Providing & Fixing Soap Dish Chromium Plated With Brackets Fixed To Wooden Cleats With Cp Brass Screw , Providing And Fixing Ball Valve (Brass) Of Approved Quality : B) Low Pressure With Copper. Floats : 2) 20 Mm Nominal Bore , Providing And Fixing Ball Valve (Brass) Of Approved Quality : B) Low Pressure With Copper. Floats : 3) 25 Mm Nominal Bore , Providing And Fixing P.V.C. Connection Pipe With Brass Unions 15 Mm Nominal Bore: C) 45 Cm (18) Length . , 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. C) 1000 Lit. Capacity , 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 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 , 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: 1 1/2:3 Mix (1 Cement: 1 1/2 Coarse Sand ;3 Graded Stone Aggregate 20Mm Nominal Size Foundation Concrete 1:1 1/2:3 Mix (1 Cemet ;1 1/2 Coarse Sand :8 Graded Stone Agrregate 20Mm Nominal Size) Inside Plastering 12 Mm Thick With Cement Mortar 1:3 (1 Cement :3 Coarse Sand) Finished With A Floating Coat Of Neat Cement 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. B) Inside Size 90 X80 Cm And 60 Cm Deep Including C.I. Cover With Frame (Light Duty) 455 X 610 Mm Internal Dimensions Total Weight Of Cover And Frame To Be Not Less Than 38 Kg. (Weight Of Cover 23 Kg.) , 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: 1 1/2:3 Mix (1 Cement: 1 1/2 Coarse Sand ;3 Graded Stone Aggregate 20Mm Nominal Size Foundation Concrete 1:1 1/2:3 Mix (1 Cemet ;1 1/2 Coarse Sand :8 Graded Stone Agrregate 20Mm Nominal Size) Inside Plastering 12 Mm Thick With Cement Mortar 1:3 (1 Cement :3 Coarse Sand) Finished With A Floating Coat Of Neat Cement 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. D) Inside Size 60 X 60Cm And 60Cm Deep Including C.I. Cover With Frame (Light Duty) 455X610mm Internal Diameter Total Weight Of Cover And Frame To Be Not Less Than 38 Kg. (Weight Of Cover 23 Kg). , Making Soak Pit. 2.5 M Dia 3 M Deep With 45X45 Cm Dry Brick Honey Comb Shaft And S.W. Drain Pipe 100 Mm Diameter, 1.8 M Long Complete Filled With Laterite Stone Aggregate 125 To 180 Mm Surrounded By Laterite Stone Aggregate Of 40 Mm And Down Gauge As Per Standard Design. , Providing And Fixing Rigid Pvc S.W.R. (Soil, Waste & Rain Water Drainage Pipes Of Approved Including Lubricant Etc. Complete (Single/Double) Socketed: A) 110 Mm Dia , Providing And Fixing Rigid Pvc S.W.R. (Soil, Waste & Rain Water Drainage Pipes Of Approved Including Lubricant Etc. Complete (Single/Double) Socketed: B) 75 Mm Dia , Providing And Fixing Rigid Pvc Bend Of Required Degree (Of Approved Make) For S.W.R. Drainage Pipes Of Approved Including Lubricating. A) 110 Mm Dia , Providing And Fixing Rigid Pvc Bend Of Required Degree (Of Approved Make) For S.W.R. Drainage Pipes Of Approved Including Lubricating. B) 75 Mm Dia , Providing And Fixing Rigid Pvc Bend (Approved Make) For S.W.R. Pipes Including Lubricating Etc Complete Bend With Door : A) 110 Mm Dia , Providing And Fixing Rigid Pvc Bend (Approved Make) For S.W.R. Pipes Including Lubricating Etc Complete Bend With Door : B) 75 Mm Dia , Providing And Fixing Single Tee Of Rigid Pvc (Approved Make) For S.W.R. Pipes Including Lubricating Etc. Complete, Without Door: A) 110 Mm Dia , Pproviding And Fixing Single Tee Of Rigid Pvc (Approved Make) For S.W.R. Pipes Including Lubricating Etc. Complete, Without Door: B) 75 Mm Dia , Providing And Fixing Single Tee Of Rigid Pvc (Approved Make) For S.W.R. Pipes Including Lubricating Etc Complete, With Door : A) 110 Mm Dia , Providing And Fixing Single Tee Of Rigid Pvc (Approved Make) For S.W.R. Pipes Including Lubricating Etc Complete, With Door : B) 75 Mm Dia , Providing And Fixing Nahani Trap Of Rigid Pvc (Approved Make) For S.W.R. Pipes Including Lubricating Etc Complete, Without Door : B) 75 Mm Dia , Providing And Fixing U.P.V.C. Pipe Clips (Approved Make) For S.W.R. Pipes : A) 110 Mm Dia , Providing And Fixing U.P.V.C. Pipe Clips (Approved Make) For S.W.R. Pipes : B) 75 Mm Dia , Providing And Fixing R.P.V.C. Vent Cowl: B) 75 Mm Dia , Providing And Fixing Nickel Chrome Plated Copper Alloy Fancy Bib Cock Short Body Jaquar Make Or Equivalent. Confirming To Is 8931;1993 A) 15Mm Nominal Bore , Providing And Fixing Nickel Chrome Plated Copper Alloy Fancy Two Way Long Body Bib Cock With Wall Flance Jaquar Make Or Equivalent. Confirming To Is 8931;1993 A) 15Mm Nominal Bore , Providing And Fixing Nickel Chrome Plated Copper Alloy Fancy Concealed Stop Cock With Slinding Flance 15 Mm Jaquar Make Or Equivalent. Confirming To Is 8931;1993 A) 15Mm 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 Pipe). E) 40 Mm Outer Dia Cpvc Pipe , 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. A) 15 Mm Dia Nominal Outer Dia Pipes. , 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. B) 20 Mm Dia Nominal Outer Dia Pipes. , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes Confirming To Is: 15778 Having Thermal Stability For Hot And Cold Water Supply Includng All Cpvc Plain And Brass Threaded Fittings Cpvc Solvent Cement, Trenching, Refilling And Testing Of Joints Complete As Per Firectionof The Engineer In Charge.(External Work (Heavy Duty Sdr 11 Pipe) C) 25 Mm Dia Nominal Outer Dia Pipes. , Providing & Fixing Bevelled Edge Mirror Of Superior Glass (5Mm Thk) Of Approved Quality, Shape & Size Complete With Cp Brass Screws And Washers, Cleats, Cp Studs Etc Complete. , Providing And Fixing Hand Shower (Health Faucet) With 8Mm Dia, Abs/Brass Body With Double Lock 1.00M Long Flexible Tube (Brass Plated Stainles Steel Flexible Hose) And Wall Hook Of Approved Quality Confirming To Is Standards. , 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. , Providing & Fixing Angular Stop Cock With Wall Flange Of 20 Mm Dia Bore Without Tap. Of First Quality Chrome. Jaguar Flr-5053N Or Equivelant Etc. Complete , 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). , 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). , 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 Anti - Termite Treatment To Buildings Conforming To I.S.S. 6113 Part Ii 1971 (Revised) Including Adopting Precautions For Health Hazards And Safety Measures As Required Therein With The Cost Of All Materials, Chemicals, Plants, Equipments Required For The Treatment And Furnishing A Guarantee For A Minimum Period Of 10 Years From The Date Of Completion Including Eradicating Any Infestation Of Termite Free Of Cost During The Guaranty Period Complete. (The Payment Will Be Made On Plinth Of The Building. A) Pre-Construction , 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. A) Size 900 X 400 X 150 Mm With Steel Reinforcement Not Less Than 7 Kg Per Unit -30 T Capacity. , Carraigeway And Disposal Of Unserviceable Building Material, Laterite Stone, Demolished Concrete, Excavated Earth Upto A Lead Of 15 Kms From The Site Of Execution By Means Of Tipper Truck Including Loading, Unloading And Dumping/Stacking As Directed By Engineer -In-Charge. , Providing And Installating Of Synthetic Wood And G.I With Powder Coating With Backrest Length X Height X Width 60 X 38 X 20 Powder Coated Finish Including Foundation, Holding Down Bolts, Grouting Etc Complete As Directed By Engineer-In-Charge. , Electrical Works , Supply, Installation ,Testing And Commisioning Of 12W Multi Color Spot Light, Protection Rating : Ip66, Complying To Bis Standard Is 10322 (Part 5/Sec 1): 2012 And Having Ce Certification Against Standard Low Voltage Directive & Protective Equipment - En 60598-1:2015, And Electromagnetic Compatibility Directive - En 61547: 2009, Mounting Structure : Adjustable Wall Mount Yoke Arrangements For Fixing The Lights. Power Consumption : 12W, Cct : Rgbw, (As Per The Design Approval) Optics : Pmma With Holder, Beam Angle : 25º/45º/60º, Control : Dmx512 Channel : 4 Ch, Body : Die Casted / Extruded Aluminium With Embossed Manufacturer Logo, Seperate Compartment For Keeping The Decoder/Driver In The Housing, Hot Spot And Light Distribution : Optics Designed To Minimize Hot Spots & Fringing In Color Mixing Applications. Power Input : Dc 24V With External Driver, Surge Protection : Inbuilt Surge Protection 2Kv-4Kv(Additional If Required Will Be Added As Per The Requirement), Toughened Transparent Glass Having The Ik Protection Up To Ik05, Painting : Chemical 3/7 Tank Processed Treatment Before The Powder Coat Black/Ash/Approved Color Coat. Fixture Will Be Suitable To Operate In A Temperature Range Of 0°C To 50°C , Led Life Should Be At Least 50,000 Burning Hours At L70 At 25 Degree Centigrade. Luminaire Is Inclusive Of Integral Male/Female Waterproof Connectors With Structures In Pre Wired Conditions As Per Is Standard. Pcb Thickness Must Be 1.6Mm, 35 Micron Copper, 2W Tc With Black Or White Masking, Copper /Osp Finish. Lm79, Ik05, Ip66, Hv Certificates From Nabl Acrediated Laboratory. Led Makes Should Be Cree, Lumilled, Osram, Seoul, Nichia Or Equivalent With The Engineer Or 3Rd Party Testing Laboratory Approval. Power & Dmx Loop In/Out Along With Ip67 Connector Having The Length 400Mm.Make :- Leska Lighting, Lytmaster Tech Solutions Llp. , Supply, Installation ,Testing And Commisioning Of 20W Multi Color Spot Light, Protection Rating : Ip66, Complying To Bis Standard Is 10322 (Part 5/Sec 1): 2012 And Having Ce Certification Against Standard Low Voltage Directive & Protective Equipment - En 60598-1:2015, And Electromagnetic Compatibility Directive - En 61547: 2009, Mounting Structure : Adjustable Wall Mount Yoke Arrangements For Fixing The Lights. Power Consumption : 20W, Cct : Rgbw, (As Per The Design Approval) Optics : Pmma With Holder, Beam Angle : 25º/45º/60º, Control : Dmx512 Channel : 4 Ch, Body : Die Casted / Extruded Aluminium With Embossed Manufacturer Logo, Seperate Compartment For Keeping The Decoder/Driver In The Housing, Hot Spot And Light Distribution : Optics Designed To Minimize Hot Spots & Fringing In Color Mixing Applications. Power Input : Dc 24V With External Driver, Surge Protection : Inbuilt Surge Protection 2Kv-4Kv(Additional If Required Will Be Added As Per The Requirement), Toughened Transparent Glass Having The Ik Protection Up To Ik05, Painting : Chemical 3/7 Tank Processed Treatment Before The Powder Coat Black/Ash/Approved Color Coat. Fixture Will Be Suitable To Operate In A Temperature Range Of 0°C To 50°C , Led Life Should Be At Least 50,000 Burning Hours At L70 At 25 Degree Centigrade. Luminaire Is Inclusive Of Integral Male/Female Waterproof Connectors With Structures In Pre Wired Conditions As Per Is Standard. Pcb Thickness Must Be 1.6Mm, 35 Micron Copper, 2W Tc With Black Or White Masking, Copper /Osp Finish. Lm79, Ik05, Ip66, Hv Certificates From Nabl Acrediated Laboratory. Led Makes Should Be Cree, Lumilled, Osram, Seoul, Nichia Or Equivalent With The Engineer Or 3Rd Party Testing Laboratory Approval. Power & Dmx Loop In/Out Along With Ip67 Connector Having The Length 400Mm. Make :- Leska Lighting, Lytmaster Tech Solutions Llp. , Supply, Installation ,Testing And Commisioning Of High Quality Long Through Multi Color Linear Wash Light, Protection Rating : Ip66, Complying To Bis Standard Is 10322 (Part 5/Sec 1): 2012 And Having Ce Certification Against Standard Low Voltage Directive & Protective Equipment - En 60598-1:2015, And Electromagnetic Compatibility Directive - En 61547: 2009, Mounting Structure : Adjustable Surface Mount Yoke Arrangements For Fixing The Lights. Power Consumption : 80W, Cct : Rgbw(6000-7000K), (As Per The Design Approval), Optics : Pmma With Holder, Beam Angle : 25º/45º/60º, Control : Dmx512 Channel : 4 Ch, Body : Die Casted / Extruded Aluminium With Embossed Manufacturer Logo, Seperate Compartment For Keeping The Decoder/Driver In The Housing Which Can Be Easily Removable For Service Without Disturbing The Leds/Optics, Hot Spot And Light Distribution : Optics Designed To Minimize Hot Spots & Fringing In Color Mixing Applications. Power Input : Constant Dc 24V With External Driver To The Constant Current Decoder, Surge Protection : Inbuilt Surge Protection In The Driver 2Kv-4Kv(Additional If Required Will Be Added As Per The Requirement), Toughened Transparent Glass Having The Ik Protection Up To Ik07, Painting : Chemical 3/7 Tank Processed Treatment Before The Powder Coat Black/Ash/Approved Color Coat. Fixture Will Be Suitable To Operate In A Temperature Range Of 0°C To 50°C, The Light Fixtures Are Having Ip68 Air Vent Made Of Stainless Steel Which Helps To Desiccate & Prevent From Forming Moisture Inside The Light Fixture At Worst Environmental Condition. Led Life Should Be At Least 50,000 Burning Hours At L70 At 35 Degree Centigrade. Luminaire Is Inclusive Of Integral Male/Female Waterproof Connectors With Structures In Pre Wired Conditions As Per Is Standard. Pcb Thickness Must Be 1.6Mm, 35 Micron Copper, 2W Tc With Black Or White Masking, Copper /Osp Finish. Lm79, Ik07, Ip66, Hv Certificates From Nabl Acrediated Laboratory. Led Makes Should Be Cree, Lumilled, Osram, Seoul, Nichia Or Equivalent With The Engineer Or 3Rd Party Testing Laboratory Approval. Power & Dmx Loop In/Out Along With Ip67 Connector Having The Length 300Mm. Make :- Leska Lighting, Lytmaster Tech Solutions Llp. , Supply, Installation ,Testing And Commisioning Of High Quality Long Through Multi Color Linear Wash Light, Protection Rating : Ip66, Complying To Bis Standard Is 10322 (Part 5/Sec 1): 2012 And Having Ce Certification Against Standard Low Voltage Directive & Protective Equipment - En 60598-1:2015, And Electromagnetic Compatibility Directive - En 61547: 2009, Mounting Structure : Adjustable Surface Mount Yoke Arrangements For Fixing The Lights. Power Consumption : 80W, Cct : Rgbw(6000-7000K), (As Per The Design Approval), Optics : Pmma With Holder, Beam Angle : 25º/45º/60º, Control : Dmx512 Channel : 4 Ch, Body : Die Casted / Extruded Aluminium With Embossed Manufacturer Logo, Seperate Compartment For Keeping The Decoder/Driver In The Housing Which Can Be Easily Removable For Service Without Disturbing The Leds/Optics, Hot Spot And Light Distribution : Optics Designed To Minimize Hot Spots & Fringing In Color Mixing Applications. Power Input : Constant Dc 24V With External Driver To The Constant Current Decoder, Surge Protection : Inbuilt Surge Protection In The Driver 2Kv-4Kv(Additional If Required Will Be Added As Per The Requirement), Toughened Transparent Glass Having The Ik Protection Up To Ik07, Painting : Chemical 3/7 Tank Processed Treatment Before The Powder Coat Black/Ash/Approved Color Coat. Fixture Will Be Suitable To Operate In A Temperature Range Of 0°C To 50°C, The Light Fixtures Are Having Ip68 Air Vent Made Of Stainless Steel Which Helps To Desiccate & Prevent From Forming Moisture Inside The Light Fixture At Worst Environmental Condition. Led Life Should Be At Least 50,000 Burning Hours At L70 At 35 Degree Centigrade. Luminaire Is Inclusive Of Integral Male/Female Waterproof Connectors With Structures In Pre Wired Conditions As Per Is Standard. Pcb Thickness Must Be 1.6Mm, 35 Micron Copper, 2W Tc With Black Or White Masking, Copper /Osp Finish. Lm79, Ik07, Ip66, Hv Certificates From Nabl Acrediated Laboratory. Led Makes Should Be Cree, Lumilled, Osram, Seoul, Nichia Or Equivalent With The Engineer Or 3Rd Party Testing Laboratory Approval. Power & Dmx Loop In/Out Along With Ip67 Connector Having The Length 300Mm. , Supply, Installation ,Testing And Commisioning Of High Quality Multi Color Neon Flexible Light, Protection Rating : Ip65, Mounting Structure : Adjustable Wall Mount Ss Clips For Fixing The Lights. Power Consumption : 15W, Cct : Rgb/Rgbw, (As Per The Design Approval) Beam Angle : 120º, Control : Dmx512 Channel : 4 Ch, Power Input : Dc 24V With External Driver, Surge Protection : Inbuilt Surge Protection 2Kv-4Kv(Additional If Required Will Be Added As Per The Requirement), Fixture Will Be Suitable To Operate In A Temperature Range Of 0°C To 50°C , Led Life Time Should Be At Least 50,000 Burning Hours At L70 At 25 Degree Centigrade. Luminaire Is Inclusive Of Integral Male/Female Waterproof Connectors With Structures In Pre Wired Conditions As Per Is Standard. Led Makes Should Be Cree, Lumilled, Osram, Seoul, Epistar, Nichia Or Equivalent With The Engineer Or 3Rd Party Testing Laboratory Approval. Make :- Leska Lighting, Lytmaster Tech Solutions Llp. , Supply, Installation ,Testing And Commisioning Of Aluminium Profile For Neon Flex Suitable For Fixing Neon Flexible Light. , Supply, Installation ,Testing And Commisioning Of Dc Power Driver For The Above Lights, Power : 200W, Input : Ac 110-240V Ac, 50Hz, Output : Dc 12/24V, Protection Rating, Ip67, Surge Protection : Ll 4Kv, Le 6Kv. Make :- Lytmaster Tech Solutions Llp, Meanwell , Supply, Installation ,Testing And Commisioning Of High Quality Long Through Multi Color Wash Light, Protection Rating : Ip66, Complying To Bis Standard Is 10322 (Part 5/Sec 1): 2012 And Having Ce Certification Against Standard Low Voltage Directive & Protective Equipment - En 60598-1:2015, And Electromagnetic Compatibility Directive - En 61547: 2009, Mounting Structure : Adjustable Surface Mount Yoke Arrangements For Fixing The Lights Having The Rotation Degrees Embosed In The Die Cast. Power Consumption : 100W, Cct : Rgbw(6000-7000K), (As Per The Design Approval), Optics : Pmma With Holder, Beam Angle : 25º/45º/60º, Control : Dmx512 Channel : 4 Ch, Body : Die Casted / Extruded Aluminium With Embossed Manufacturer Logo, Seperate Compartment For Keeping The Decoder/Driver In The Housing Which Can Be Easily Removable For Service Without Disturbing The Leds/Optics, Hot Spot And Light Distribution : Optics Designed To Minimize Hot Spots & Fringing In Color Mixing Applications. Power Input : Constant Dc 24V With External Driver To The Constant Current Decoder, Surge Protection : Inbuilt Surge Protection In The Driver 2Kv-4Kv(Additional If Required Will Be Added As Per The Requirement), Toughened Transparent Glass Having The Ik Protection Up To Ik08, Painting : Chemical 3/7 Tank Processed Treatment Before The Powder Coat Black/Ash/Approved Color Coat. Fixture Will Be Suitable To Operate In A Temperature Range Of 0°C To 50°C, The Light Fixtures Are Having Ip68 Air Vent Made Of Stainless Steel Which Helps To Desiccate & Prevent From Forming Moisture Inside The Light Fixture At Worst Environmental Condition. Led Life Should Be At Least 50,000 Burning Hours At L70 At 35 Degree Centigrade. Luminaire Is Inclusive Of Integral Male/Female Waterproof Connectors With Structures In Pre Wired Conditions As Per Is Standard. Pcb Thickness Must Be 1.6Mm, 35 Micron Copper, 2W Tc With Black Or White Masking, Copper /Osp Finish. Lm79, Ik07, Ip66, Hv Certificates From Nabl Acrediated Laboratory. Led Makes Should Be Cree, Lumilled, Osram, Seoul, Nichia Or Equivalent With The Engineer Or 3Rd Party Testing Laboratory Approval. Power & Dmx Loop In/Out Along With Ip67 Connector Having The Length 300Mm. Make :- Leska Lighting, Lytmaster Tech Solutions Llp. , Supply Of High Quality Multi Color Neon Flexible Light, Protection Rating : Ip65, Mounting Structure : Adjustable Wall Mount Ss Clips For Fixing The Lights. Power Consumption : 12W, Cct : Rgb/Rgbw, (As Per The Design Approval) Beam Angle : 120º, Control : Dmx512 Channel : 4 Ch, Power Input : Dc 24V With External Driver, Surge Protection : Inbuilt Surge Protection 2Kv-4Kv(Additional If Required Will Be Added As Per The Requirement), Fixture Will Be Suitable To Operate In A Temperature Range Of 0°C To 50°C , Led Life Time Should Be At Least 50,000 Burning Hours At L70 At 25 Degree Centigrade. Luminaire Is Inclusive Of Integral Male/Female Waterproof Connectors With Structures In Pre Wired Conditions As Per Is Standard. Led Makes Should Be Cree, Lumilled, Osram, Seoul, Epistar, Nichia Or Equivalent With The Engineer Or 3Rd Party Testing Laboratory Approval. Make :- Leska Lighting, Lytmaster Tech Solutions Llp. , Supply, Installation ,Testing And Commisioning Of High Quality Long Through Multi Color Wash Light, Protection Rating : Ip66, Complying To Bis Standard Is 10322 (Part 5/Sec 1): 2012 And Having Ce Certification Against Standard Low Voltage Directive & Protective Equipment - En 60598-1:2015, And Electromagnetic Compatibility Directive - En 61547: 2009, Mounting Structure : Adjustable Surface Mount Yoke Arrangements For Fixing The Lights Having The Rotation Degrees Embosed In The Die Cast. Power Consumption : 50W, Cct : Rgbw(6000-7000K), (As Per The Design Approval), Optics : Pmma With Holder, Beam Angle : 25º/45º/60º, Control : Dmx512 Channel : 4 Ch, Body : Die Casted / Extruded Aluminium With Embossed Manufacturer Logo, Seperate Compartment For Keeping The Decoder/Driver In The Housing Which Can Be Easily Removable For Service Without Disturbing The Leds/Optics, Hot Spot And Light Distribution : Optics Designed To Minimize Hot Spots & Fringing In Color Mixing Applications. Power Input : Constant Dc 24V With External Driver To The Constant Current Decoder, Surge Protection : Inbuilt Surge Protection In The Driver 2Kv-4Kv(Additional If Required Will Be Added As Per The Requirement), Toughened Transparent Glass Having The Ik Protection Up To Ik08, Painting : Chemical 3/7 Tank Processed Treatment Before The Powder Coat Black/Ash/Approved Color Coat. Fixture Will Be Suitable To Operate In A Temperature Range Of 0°C To 50°C, The Light Fixtures Are Having Ip68 Air Vent Made Of Stainless Steel Which Helps To Desiccate & Prevent From Forming Moisture Inside The Light Fixture At Worst Environmental Condition. Led Life Should Be At Least 50,000 Burning Hours At L70 At 35 Degree Centigrade. Luminaire Is Inclusive Of Integral Male/Female Waterproof Connectors With Structures In Pre Wired Conditions As Per Is Standard. Pcb Thickness Must Be 1.6Mm, 35 Micron Copper, 2W Tc With Black Or White Masking, Copper /Osp Finish. Lm79, Ik07, Ip66, Hv Certificates From Nabl Acrediated Laboratory. Led Makes Should Be Cree, Lumilled, Osram, Seoul, Nichia Or Equivalent With The Engineer Or 3Rd Party Testing Laboratory Approval. Power & Dmx Loop In/Out Along With Ip67 Connector Having The Length 300Mm. Make :- Leska Lighting, Lytmaster Tech Solutions Llp. , Supply, Installation ,Testing And Commisioning Of 6W Mono Color Spot Light, Protection Rating : Ip66, Complying To Bis Standard Is 10322 (Part 5/Sec 1): 2012 And Having Ce Certification Against Standard Low Voltage Directive & Protective Equipment - En 60598-1:2015, And Electromagnetic Compatibility Directive - En 61547: 2009, Mounting Structure : Adjustable Wall Mount Yoke Arrangements For Fixing The Lights. Power Consumption : 06W, Cct : 1800/3000/4000/6000K, (As Per The Design Approval) Optics : Pmma With Holder, Beam Angle : 15º/25º/45º/60º, Control : On/Off, Body : Die Casted / Extruded Aluminium With Embossed Manufacturer Logo, Hot Spot And Light Distribution : Optics Designed To Minimize Hot Spots & Fringing In Color Mixing Applications. Power Input : Dc 24V With External Driver, Surge Protection : Inbuilt Surge Protection 2Kv-4Kv(Additional If Required Will Be Added As Per The Requirement), Toughened Transparent Glass Having The Ik Protection Up To Ik05, Painting : Chemical 3/7 Tank Processed Treatment Before The Powder Coat Black/Ash/Approved Color Coat. Fixture Will Be Suitable To Operate In A Temperature Range Of 0°C To 50°C, Led Life Should Be At Least 50,000 Burning Hours At L70 At 25 Degree Centigrade. Luminaire Is Inclusive Of Integral Male/Female Waterproof Connectors With Structures In Pre Wired Conditions As Per Is Standard. Pcb Thickness Must Be 1.6Mm, 35 Micron Copper, 2W Tc With Black Or White Masking, Copper /Osp Finish. Lm79, Ik05, Ip66, Hv Certificates From Nabl Acrediated Laboratory. Led Makes Should Be Cree, Lumilled, Osram, Seoul, Nichia Or Equivalent With The Engineer Or 3Rd Party Testing Laboratory Approval. Make :- Leska Lighting, Lytmaster Tech Solutions Llp. , Supply, Installation ,Testing And Commisioning Of High Quality Dmx Decoder, Power Input : Dc 24V. Make: L Tech, Lytmaster Tech Solutions Llp. , Supply Of Pvc Insulated Multi Core Electrical Un Armored Flexible 5C X 0.5Sq Mm Power Cable Having Less Electrical Losses. (As Per Actuals Depending Upon The Site Condition) Make: Polycab/Sb/Finolex , 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 1.5 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 2.5 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 , 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. (1) 3 X 1.5/2.5 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) 4 X 10 Sq. Mm. , 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 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 , 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 , Supply, Erection,Testing & Commissioning Of 24 W Led Tubelight Luminaire.With Required Driver And Other Accessories Of Wipro, Crompton, Bajaj, Havels Or Equivalent Make Approved By Engineer - In - Charge Complete As Required. , 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 Sp Blanking Plate In The Existing Mcb Db Complete As Required , 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) (E) 12 Way (8+36), Double Door, Horizontal Type Cat A , Supplying And Fixing Following Way Tpn Sheet Steel, Double Door, Verticle 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)Interconnection Between Incomer Mcb And Busbars Of Following Ways (But Without Mcbs As Required) (A) 4 Way (8+12), Double Door, Vertical 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 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 , Supply Of 5 Core Dmx Cable Comprises Twisted Pairs With Shield Support For Carrying Of Data. Dmx512 Cable Is Used For Connecting All Light Consoles That Use Dmx 512 Standard Data Transmission. (As Per Actuals Depending Upon The Site Condition) , Supply, Installation ,Testing And Commisioning Of Ip65 I Power Connectors Having 3/4 Pole Cable Connector, Chuck Type Strain Relief, Current Rating 20 A Rms Continuous, Easy And Extremely Precise Locking System Quick Lock High Impact Materials - Long-Lasting And Reliable , Supply, Installation ,Testing And Commisioning Of Ip65 I Dmx Connectors Having 3/5 Pole Cable Connector, Male/Female Connector With Improved Latch, Cage Type Contacts, Solder Stop For Easy Soldering, And Additional Ground Contact For Best Contact Integrity Between Chassis And Cable Connector. More Durable Housing For Maximum Reliability. , Supply, Installation ,Testing And Commisioning Of 5 Pin Xlr Male Connectors Having 5 Pole Cable Connector, Male/Female Connector With Improved Latch, Cage Type Contacts, Solder Stop For Easy Soldering, And Additional Ground Contact For Best Contact Integrity Between Chassis And Cable Connector. More Durable Housing For Maximum Reliability. , Supply, Installation ,Testing And Commisioning Of 5 Pin Xlr Female Connectors Having 5 Pole Cable Connector, Male/Female Connector With Improved Latch, Cage Type Contacts, Solder Stop For Easy Soldering, And Additional Ground Contact For Best Contact Integrity Between Chassis And Cable Connector. More Durable Housing For Maximum Reliability. , Supply, Installation ,Testing And Commisioning Of Ip Driver Box 310 X 250X110 Made Up Of Pvc / Upvc For The Internal Terminations And External Outgoing Connecting Points, With Required Pvc/Brass Glands, Optional Suitable Size Mcb Fitted For Control Outgoing Circuits , Supply Of Dmx Isolator Or Splitter Provides Isolated Optical Dmx Splitter Provides 8 Outputs From A 1 Input And Input Voltage: Ac 110 To 220 V, 50 Hz, Product Features: Group 1 & Group 8 Dmx Signal Change. Make :- Leska Lighting, Lytmaster Tech Solutions Llp. , Supply, Installation ,Testing And Commisioning Of Din Rail Mount Dmx Controller Can Be Used To Control A Wide Variety Of Different Dmx Systems- From Rgb/Rgbw To More Advanced Moving And Color Mixing Luminaires, Dmx Audio Players And Fountains. The Controller Comes With A Variety Of Features, Iphone/Ipad/Android Remote Control, Wi-Fi Facilities, Dry Contact Port Triggering And Flash Memory.Usb Connection • 1024 Dmx Channels Universe In Live Mode (Computer) • 8 Dry Contact Trigger Ports Via He10 Connector • Stand Alone Mode With 5 Area And 90+ Scenes, Mac Osx 10.6/10.7/10.8 - Windows Xp/Vista/Seven/8 32/64 Bits And Usb 2.0, Xlr3, Mini Usb, 1 He10, Power From 5V To 5.5V Dc (Ac/Dc Adapter In Option. , Supply Of Programming Charges , Supply Of Power Distribution Board Made Up Of Ms Sheet Metal Fabricated Housing Black Powder Coated And Ivery Connectors For The Internal Terminations And External Outgoing Connecting Points, Fibre / Brass Glands Of Suitable Size Fitted Mcb Control For Outgoing Circuits. Timer With Required Contactor For Auto Switching. Power Panel Suitable For Indoor/Outdoor Applicable And Floor Mount / Wall Mount Options. - 12 Nos Of 6/10A Sp Outgoing Mcbs. - 1No Of 32A Tpn Incoming Mcb. , 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 , Supplying And Fixing 40 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 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 20 A 240 V Spn Industrial Type Socket Outlet With 2 Pole And Earth Metal Enclosed Plug Top Alon With 20 A, C Series Sp Mcb In Sheet Steel Enclosure In Surface Or In Recess With Chained Metal Cover For The Socket Outlet And Complete With Connections Testing And Commissioning Etc. As Required (A) Cat A , Wiring For Circuit/ Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor Single Core Cable In The Independent Surface Pvc Conduit ( Medium)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 Independent Surface Pvc Conduit ( Medium)Of Appropriate Size As Required. C) 2 X 4 Sq.Mm + 1 X 4 Sq.Mm Earthwire (20Mm Conduit) , 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 Pvc Conduit( Medium) 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 A -- With Cat A Modular Accessories , Wiring For Group Controlled Light Point/ Fan Point/ Exhaust Fan Point/ Call Bell Point With 1.5 Sq.Mm Fr Pvc Insulated Copper Conductor Single Core Cable In Surface/ Recessed Pvc Conduit And Earthing The Point With 1.5 Sq.Mm Fr Pvc Insulated Copper Conductor Single Core Cable Etc. As Required. , Supplying And Fixing Suitable Size Modular Gi Box With Modular Plate And Cover In Front On Surface Or In Recess Including Providing And Fixing 3 Pin 5/6 A Modular Socket Outlet And 5/ 6 A Modular Switch Connection Painting Etc. As Required. (A) Cat A , Supplying And Fixing Suitable Size Modular Gi Box With Modular Plate And Cover In Front On Surface Or In Recess Including Providing And Fixing 6 Pin 15/16 A And 5/6 A Modular Socket Outlet Modular Socket Outlet And 15/16 A Modular Switch Connection Painting Etc. As Required.(A) Cat A , Supply And Erecting Of 9 Inch (225 Mm Sweep) Exhaust Fan With Double Ball Bearings, 1400 Rpm, Complete With All Accessories. (A)Cat A , 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 Gi Or Copper Plate Earth Electrode As Required( 96 Kgs Of Charcoal And 5 Kgs Of Salt) , Supplying And Laying 25 Mm X 5 Mm Gi Strip At 0.5 M Below Ground As Strip Earth Electrode Including Soldering Etc. As Required , Supplying And Laying 8 Swg Copper Wire At 0.5 M Below Ground Level For Conductor Earth Electrode Including Soldering Etc. As Required
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Goa View Result →
40.
Defence #9857567 AOC
Bids Are Invited For Files Screw Head Set Of Four Nos 0-3 , Aprons Leather Bags Tool No 1 , Multi Purpose Tool , Axes Sg Bit Fl Hd 2Kg With Rd Eye , Equipment Traffic Control L Total Quantity : 545
Contract Date: Ref. Documents Contract Value : ₹ 44.15 Lakh
Statutory Bodies & Commissions/Committees No of Bidders 5
Rajasthan View Result →
41.
Railways #9812388 AOC
Supply Of 1.Slave Phone For Electronic Lc Gate System With Voice Lodding Facility As Per Rdso/Spn/Tc/51-2021 With Later In Telephone Exchange And Spares Including Traffic Control Equipment, 2.Master Telephone With Voice Logging Facility For Electronic Lc Gate Telephone System As Per Rdso Specn. No. Rdso/Spn/Tc/51/2011 Rev.3 With Amendment No. 1 Or Latest1.Slave Phone For Electronic Lc Gate System With Voice Lodding Facility As Per Rdso/Spn/Tc/51-2021 With Later In Telephone Exchange And Spares Including Traffic Control Equipment, 2.Master Telephone With Voice Logging Facility For Electronic Lc Gate Telephone System As Per Rdso Specn. No. Rdso/Spn/Tc/51/2011 Rev.3 With Amendment No. 1 Or Latest,Master Telephone With Voice Logging Facility For Electronic Lc Gate Telephone System As Per Rdso Specn. No. Rdso/Spn/Tc/51/2011 Rev.3 With Amendment No. 1 Or Latest; Make- Bentron Power Syste M Or Similar; Compatible With Bentron Or Epsilon. [ Warranty Period: 30 Months After The Date Of Delivery ] ] , Slave Phone For Electronic Lc Gate System With Voice Lodding Facility As Per Rdso/Spn/Tc/5 1-2021 With Later In Telephone Exchange And Spares Including Traffic Control Equipment, Make- Bentron Or Similar, Compatible With Bentron Or Epsilon. [ Warranty Period: 30 Months After The Date Of Delivery ] ] => Limited
Contract Date: Mar 17, 2026 Contract Value : ₹ 11.88 Lakh
Government Departments No of Bidders 1
Bihar View Result →
42.
Housing Urban and Rular Development #9786076 Price Bid
Tender For Mow/Deposit Work Under Jail-3 Sub Dn, Pwd Bhopal-1 1.2 Transportation by manual labour including loading, unloading and stacking for lead up to 50 metre. 1.2.1 Lime, moorum, building rubbish 1.2.2 Earth 1.2.3 Manure or sludge 1.2.4 Excavated rock 1.2.5 Sand, stone aggregate below 40mm nominal size 1.2.6 Stone aggregate 40mm nominal size and above 1.2.7 Stone soling 1.2.8 Bricks 1.2.9 S.W. Pipes 1.2.9.1 100 mm dia 1.2.9.2 150 mm dia 1.2.9.3 200 mm dia 1.2.9.4 250 mm dia 1.2.9.5 300 mm dia 1.2.9.6 350 mm dia 1.2.9.7 400 mm dia 1.2.9.8 450 mm dia 1.2.9.9 500 mm dia 1.2.9.10 600 mm dia 1.2.10 R.C.C. pipes, Steel cylinder, R.C. pipes, C.I. pipes, and reinforced cement pipes 1.2.10.1 100 mm dia 1.2.10.2 125 mm dia 1.2.10.3 150 mm dia 1.2.10.4 200 mm dia 1.2.10.5 250 mm dia 1.2.10.6 300 mm dia 1.2.10.7 350 mm dia 1.2.10.8 400 mm dia 1.2.10.9 450 and 500 mm dia 1.2.10.10 600, 700, 750 and 800 mm dia 2 1.3 Add extra for every additional lead of 50 metre or part thereof. 1.3.1 Lime, moorum, building rubbish 1.3.2 Earth 1.3.3 Manure or sludge 1.3.4 Excavated rock 1.3.5 Sand, stone aggregate below 40mm nominal size 1.3.6 Stone aggregate 40mm nominal size and above 1.3.7 Stone soling 1.3.8 Bricks 1.3.9 S.W. Pipes 1.3.9.1 100 mm dia 1.3.9.2 150 mm dia 1.3.9.3 200 mm dia 1.3.9.4 250 mm dia 1.3.9.5 300 mm dia 1.3.9.6 350 mm dia 1.3.9.7 400 mm dia 1.3.9.8 450 mm dia 1.3.9.9 500 mm dia 1.3.9.10 600 mm dia 1.3.10 R.C.C. pipes, Steel cylinder, R.C. pipes, C.I. pipes, and unreinforced cement pipes 1.3.10.1 100 mm dia 1.3.10.2 125 mm dia 1.3.10.3 150 mm dia 1.3.10.4 200 mm dia 1.3.10.5 250 mm dia 1.3.10.6 300 mm dia 1.3.10.7 350 mm dia 1.3.10.8 400 mm dia 1.3.10.9 450 and 500 mm dia 1.3.10.10 600, 700, 750 and 800 mm dia 3 2.1 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. in all kinds of soil. 2 2.2 Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. 5 2.3 Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. 6 2.4 Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches removing the roots and stacking of serviceable material and disposal of unserviceable material. 2.4.1 beyond 30 cm girth up to and including 60 cm girth 2.4.2 beyond 60 cm girth up to and including 120 cm girth 2.4.3 beyond 120 cm girth up to and including 240 cm girth 2.4.4 above 240 cm girth 7 2.5 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 disposal of excavated earth up to 50 m lead and lift up to 1.5 m, disposed soil to be levelled and neatly dressed, All kinds of soil 8 2.6 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. (No extra lift is payable if work is done by mechanical means) All kinds of soil 9 2.7 Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. 2.7.1 Ordinary rock 2.7.2 Hard rock (requiring blasting) 2.7.3 Hard rock (blasting prohibited) 10 2.8 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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. (No extra lift is payable if work is done by mechanical means)Note:-Excavation of hard rock shall be the property of the contractor subject to recovery. excavated material has to shift from site within 15 days after instruction issued by Engineer-InCharge otherwise after this penalty will imposed on contractor at the rate of Rs 50 per cum per day 2.8.1 Ordinary rock 2.8.2 Hard rock (requiring blasting) 2.8.3 Hard rock (blasting prohibited) 11 2.9 Excavating trenches of required width for pipes, cables, etc. including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m including getting out layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : (No extra lift is payable if work is done by mechanical means) in all kinds of soil 2.9.1 Pipes, cables etc., not exceeding 80 mm dia. 2.9.2 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. 2.9.3 Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm. 12 2.10 Extra for excavating trenches for pipes, cables etc. in all kinds of soil for depth exceeding 1.5 m, but not exceeding 3 m. (Rate is over corresponding basic item for depth up to 1.5 metre). 13 2.11 Extra for excavating trenches for pipes, cables, etc., in all kinds of soil for depth exceeding 3 m in depth, but not exceeding 4.5 m. (Rate is over corresponding basic item for depth up to 1.5 metre.) 14 2.12 Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, depth up to 1.5 m including including consolidating each deposited layers by ramming, watering etc. stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50m : 2.12.1 Ordinary rock : 2.12.1.1 Pipes, cables etc. not exceeding 80 mm dia. 2.12.1.2 Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia. 2.12.1.3 Pipes, cables exceeding 300 mm dia but not exceeding 600mm dia 2.12.2 Hard rock (requiring blasting) 2.12.2.1 Pipes, cables etc. not exceeding 80 mm dia. 2.12.2.2 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. 2.12.2.3 Pipes, cables etc. exceeding 300 mm dia but not exceeding 600mm dia 2.12.3 Hard rock (blasting prohibited) 2.12.3.1 Pipes, cables etc. not exceeding 80 mm dia. 2.12.3.2 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. 2.12.3.3 Pipes, cables etc. exceeding 300 mm dia but not exceeding 600mm dia. 15 2.13 Extra for excavating trenches for pipes, cables, etc. in ordinary/hard rock exceeding 1.5 m in depth but not exceeding 3 m. (Rate is over corresponding basic item for depth up to 1.5 metre.) 16 2.14 Extra for excavating trenches for pipes, cables, etc. in ordinary/hard rock exceeding 3m in depth but not exceeding 4.5 m. (Rate is over corresponding basic item for depth up to 1.5 metre.) 17 2.15 Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered). 2.15.1 Depth not exceeding 1.5 m. 2.15.2 Depth exceeding 1.5 m but not exceeding 3 m. 2.15.3 Depth exceeding 3 m but not exceeding 4.5 m. 18 2.16 Close timbering in case of shafts, wells, cesspits, manholes and the like including strutting, shoring and packing cavities (wherever required) etc. complete. (Measurements to be taken of the face area timbered). 2.16.1 Depth not exceeding 1.5 m. 2.16.2 Depth exceeding 1.5 m but not exceeding 3 m. 2.16.3 Depth exceeding 3 m but not exceeding 4.5 m. 19 2.17 Close timbering over areas including strutting, shoring and packing, cavities (wherever required) etc. complete. (Measurements to be taken of the face area timbered) : 2.17.1 Depth not exceeding 1.5 m. 2.17.2 Depth exceeding 1.5 m but not exceeding 3 m. 2.17.3 Depth exceeding 3 m but not exceeding 4.5 m. 20 2.18 Extra for planking, strutting and packing materials for cavities (in close timbering) if required to be leftpermanently in position. (Face area of timber permanently left to be measured). 21 2.23 Extra rates for quantities of works, executed: 2.23.1 In or under water and/or liquid mud, including pumping out water as required. 2.23.2 In or under foul position, including pumping out water as required. Note: - The extra percentage rate is applicable in respect of each item but limited to quantity executed in difficult conditions. The depth shall be reckoned correct to 0.1 metre. 0.05 metre or more shall be taken as 0.1 metre and less than 0.05 metre ignored. 22 2.24 Filling 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. 23 2.25 Extra for every additional lift of 1.5 m or part thereof in excavation. (No extra lift is payable if work is done by mechanical means) 2.25.1 All kinds of soil. 2.25.2 Ordinary or hard rock. 24 2.26 Supplying and filling in plinth with crusher stone dust / coarse sand under floors including, watering, ramming and compacting in layers not exceeding 20cm in depth and dressing complete Note: - Maximum thickness of this layer shall be 20 cm. 25 2.27 Supplying and filling in plinth under floors including watering ramming consolidating in layers not exceeding 20cm in depth and dressing complete. 2.27.1 With hard muram having CBR >12 % at under floors including watering, ramming and compacting (minimum compaction 95% of MDD) in layers not exceeding 20cm in thickness and dressing complete. (Note:- maximum thickness of this layer to be provided shall be 30cm) 2.27.2 Supplying and filing in plinth with soil (other then BC soil ) having MDD not less than 1.85 t/m3 under floors including watering, ramming and compacting (minimum compaction 95% of MDD) in layers not exceeding 15cm depth and dressing complete. 26 2.28 Excavating holes more than 0.10 cum & upto 0.5 cum including getting out the excavated soil, then refiling 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 50 m and lift upto 1.5m. 2.28.1 All kinds of soil. 2.28.2 Ordinary rock 2.28.3 Hard rock (requiring blasting) 2.28.4 Hard rock (blasting prohibited) 27 2.29 Supplying chemical emulsion in sealed containers including delivery as specified. (Chlorpyriphos/ Lindane emulsifiable concentrate of 20%) 28 2.30 Diluting and injecting chemical emulsion for POST- CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : 2.30.1 Along external wall where the apron is not provided using chemical emulsion @ 7.5 liters / sqm of the vertical surface of the substructure to a depth of 300 mm including excavation channel along the wall and rodding etc. complete, with Chlorpyriphos/ Lindane E.C. 20% with 1% concentration. 2.30.2 Along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holes etc. With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration. 2.30.3 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diametre holes and plugging with cement mortar 1 :2 (1 cement : 2 sand) to match the existing floor, With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration. 2.30.4 Treatment of existing masonry using chemical emulsion @ one litre per hole at 300 mm interval including drilling 10mm dia and 200mm deep holes at 45 degree and plugging them with cement mortar 1:2 (1 cement : 2 sand) to the full depth of the hole, with Chlorpyriphos/ Lindane E.C. 20% with 1% concentration. 2.30.5 Treatment at points of contact of wood work by chemical emulsion Chlorpyriphos/ Lindane (in oil or kerosene based solution) @ 0.5 litres per hole by drilling 6 mm dia holes at downward angle of 45 degree at 150 mm centre to centre and sealing the same. 29 2.31 Deduct for disposed soil not levelled and neatly dressed. 30 2.32 Preconstruction antitermite treatment to the building under construction by providing.Stage 1: Treatment should not be carried out when it is raining or when soil is wet with rain or subsoil water. This also applies to fill up soil within the plinth area before laying the subgrade for flooring. 31 2.33 Making bore holes for providing dowel bars at designed depth in rock foundation by drilling 40 mm dia bore hole in rock including necessary bending hooking, in position and grouting with cement slurry etc. complete as per drawing and specification. (Steel to be paid separately). 32 2.34 Excavation in soil using hydraulic excavator and including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- section, and transporting to the appropriate ground contour, location and levelling and dressing earth neatly with all lifts and lead upto 1000 metre. 33 2.35 Earth work in rough excavation by any means and bankingfilling excavated earth in layers not exceeding 20cm in depth, breaking clods, watering rolling each layer with 1/2 tonne in embankments for roads, flood banks, marginal bank and guide bank of filling up ground depression within campus, lead upto 50m and all lift. All kinds of soil. 34 2.36 Bankingfilling excavated earth in layers not exceeding 20cm in depth, breaking clods, watering rolling each layer with 1/2 tonne roller or wooden or steel rammers etc. and rolling every 3rd and top-must layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal bank and guide bank etc. lead upto 50m and lift upto 1.5m. All kinds of soil. 35 2.37 Deduct for not rolling with power roller of minimum 8 tonnes for bankingfilling excavated earth in layers not exceeding 20cm in depth. 36 2.38 Deduct for not watering with the excavated earth for bankingfilling 37 2.39 Providing and laying of permanent piping technology anti-termite treatment before flooring work by installing LLDP (Low linear density polyethylene) tube of 8 mm O.D. & 6.4 mm I.D.with inbuilt pressure compensation chip at every 30 cm interval in the tube,. The contractor shall submit approved line plan for piping system and junction boxes dully approved by Engineer-in- charge with bond of 5 year warranty. 2.39.1 Permanent piping system with Junction boxes 2.39.2 Anti-termite chemical injected area 38 2.40 Ploughing the existing ground to a depth of 15 cm to 25 cm and watering the same. (All kinds of soil) 39 3.1 Cement mortar 1:1 (1 cement: 1 sand) 40 3.2 Cement mortar 1:2 (1 cement: 2 sand). 41 3.3 Cement mortar 1:3 (1 cement: 3 sand). 42 3.4 Cement mortar 1:4 (1 cement: 4 sand). 43 3.5 Cement mortar 1:5 (1 cement: 5 sand). 44 3.6 Cement mortar 1:6 (1 cement: 6 sand). 45 3.7 Cement mortar 1:2 (1 cement: 2 stone dust). 46 3.8 Cement mortar 1:2 (1 cement: 2 marble dust). 47 3.9 White cement mortar 1:2 (1 white cement: 2 marble dust). 48 3.10 Cement mortar 1:5 (1 cement: 5 marble dust). 49 3.11 White cement mortar 1:3 (1 white cement: 3 marble dust). 50 3.12 White cement mortar 1:5 (1 white cement: 5 marble dust). 51 3.13 Mortar in lime , surkhi (50% red and 50% light yellow) and marble dust 1:1.5:0.5 52 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level : 4.1.1 With 20mm nominal size graded stone aggregate. 4.1.1.1 M-25 – Grade concrete 4.1.1.2 M-20 – Grade concrete 4.1.1.3 M-15 – Grade concrete 4.1.1.4 M-10Nominal (Mix-1 Cement : 3 sand : 6 graded stone aggregate ) 4.1.2 With 40mm nominal size graded stone aggregate. 4.1.2.1 M-15 - Grade concrete 4.1.2.2 M-10 Nominal (Mix -1 Cement : 3 sand : 6 graded stone aggregate) 4.1.2.3 M-7.5 Nominal Mix -1 Cement : 4 sand : 8 graded stone aggregate 4.1.3 With fly ash. 4.1.3.1 1:2:3½:9 (1 ordinary Portland cement : 2 Fly ash : 3½ sand: 9 graded stone aggregate 40 mm nominal size) 4.1.3.2 1:2½:4:11 (1 ordinary Portland cement : 2½ fly ash : 4 sand : 11 graded stone aggregate 40 mm nominal size) Note: No fly ash is to be added to Portland Pozzolona cement in any case which itself contains fly ash. 53 4.2 Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc. upto floor two level, excluding the cost of centering, shuttering and finishing : 4.2.1 With 20mm nominal size graded stone aggregate 4.2.1.1 M-25 – Grade concrete 4.2.1.2 M 20 – Grade concrete 4.2.1.3 M 15 – Grade concrete 4.2.1.4 M-10 Nominal Mix -1 Cement : 3 sand : 6 graded stone aggregate 4.2.2 With 40mm nominal size graded stone aggregate 4.2.2.1 M-15 - Grade concrete 4.2.2.2 M-10 Nominal Mix -1 Cement : 3 sand : 6 graded stone aggregate 54 4.3 Centering and shuttering including strutting, propping etc. and removal of form work for : 4.3.1 Upto plinth: Foundations, footings, bases for columns, plinth beams, curtain walls, columns below plinth. 4.3.2 above plinth: Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, and string courses fillets etc. 4.3.3 Above plinth: Columns, pillars, posts and struts. 55 4.4 Providing and laying cement concrete in kerbs, steps and the like at or near ground level excluding the cost of centering, shuttering and finishing . 4.4.1 M-15 (With 20mm nominal size graded stone aggregate) 4.4.2 M-10 (With 20mm nominal size graded stone aggregate) Nominal Mix -1 Cement : 3 sand : 6 graded stone aggregate 56 4.5 Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement morta1:3 (1 cement : 3 sand) on exposed surfaces complete.(With 20mm nominal size graded stone aggregate) 57 4.6 Providing and fixing upto floor two level precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, stair cases, etc. including cost of required centering, shuttering and finishing smooth with 6mm thick cement plaster 1:3 (1 Cement : 3 sand) on exposed surfaces complete. 4.6.1 M-25 (With 20mm nominal size graded stone aggregate) 4.6.2 M-20 (With 20mm nominal size graded stone aggregate) 4.6.3 M-15 (With 20mm nominal size graded stone aggregate) 4.6.4 M-10 (With 20mm nominal size graded stone aggregate) Nominal Mix -1 Cement: 3 sand: 6 graded stone aggregate. 58 4.7 Providing and fixing upto floor two level precast cement concrete solid block including hoisting and setting in position with 6mm thick cement plaster 1:3 (1 cement : 3 sand) on exposed surfaces complete : 4.7.1 M-15 (With 20mm nominal size graded stone aggregate) 4.7.2 M-10 (M 10) (With 20mm nominal size graded stone aggregate) Nominal Mix -1 Cement : 3 sand : 6 graded stone aggregate 59 4.8 Providing and Fixing upto floor two level pre cast concrete hollow block including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 sand), cost of required centering, shuttering and finishing smooth with 6mm thick cement plaster 1:3 (1 cement : 3 sand) on exposed surfaces complete. 4.8.1 M-15 (With 20mm nominal size graded stone aggregate) 4.8.2 M-10 (With 20mm nominal size graded stone aggregate) Nominal Mix -1 Cement: 3 sand: 6 graded stone aggregate. 60 4.9 Add extra for item no. 4.6, 4.7 and 4.8 above floor two level for every additional floor or part there of 61 4.10 Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 12.5mm nominal size). 62 4.11 Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size). 63 4.12 Extra for providing and mixing water proofing material as per IS standard in cement concrete work quantity as prescribed by the manufacturer. 64 4.13 Applying a coat of residual petroleum bitumen of penetration 80/100 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. 65 4.14 Extra for concrete work in superstructure above floor two level for each floors or part thereof 66 4.15 Extra for laying concrete in or under water and/or liquid mud including cost of pumping or bailing out water and removing slush etc. complete.Note for item No. 4.15:- The quantity will be calculated by multiplying. The depth of centre of gravity shall be reckoned correct to 0.1m. 0.05m or more shall be taken as 0.1m and less than 0.05m ignored. 67 4.16 Extra for laying concrete in or under foul positions. 68 4.17 Making plinth protection 50mm thick of cement concrete grade M10 over 75mm bed of dry metal ballast 40mm nominal size well rammed and consolidated and filled with sand including finishing the top smooth (with 20mm nominal size graded stone aggregate.) 69 4.18 Extra for addition of synthetic polyester triangular fiber of length 12 mm, effective diameter 10-40 microns and specific gravity of 1.34 to 1.40 in cement concrete/RCC/Flooring/ Water retaining structures by using 125 gms of synthetic polyester triangular fibre for 50 kgs cement used as per directions of Engineer-in- Charge. 70 4.19 Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe welded at bottom and embedded 150mm in cement concrete 1:3:6 (1 Cement : 3 sand : 6 graded stone aggregate 20 mm nominal size) including necessary excavation of size 250x250x450mm deep for the same in bitumen/concrete pavement at specified spacing. 71 4.20 Providing and fixing up to floor two level precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), cost of required Centering complete. 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20mm nominal size) 72 4.21 Providing and fixing up to floor two level precast cement concrete solid block, including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering complete . 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20mm nominal size) 73 4.22 Providing and fixing up to floor two level precast cement concrete hollow block, including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering complete. 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20mm nominal size) 74 4.23 Providing and laying in position ready mixed plain cement concrete, using fly ash and cement content as per approved design curing, 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 : (1) Fly ash conforming to grade I of IS 3812 (Part-1) only be used as part replacemen to be ensured in accordance with clauses 5.2 and 5.2.1 of IS: 456 -2000 in the items of BMC and RMC. 4.23.1 All works up to plinth level: 4.23.1.1 M-20 grade plain cement concrete (cement content considered @ 280 kg/cum) 4.23.1.2 M-15 grade plain cement concrete (cement content considered @ 240 kg/cum) 4.23.1.3 M-10 grade plain cement concrete (cement content considered @ 220 kg/cum) 4.23.2 All works above plinth and upto floor two level 4.23.2.1 M-20 grade plain cement concrete (cement content considered @ 280 kg/cum) 4.23.2.2 M-15 grade plain cement concrete (cement content considered @ 240 kg/cum) 4.23.2.3 M-10 grade plain cement concrete (cement content considered @ 220 kg/cum) 75 4.24 Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work cost of centering, shuttering and finishing, including cost of curing, 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. 4.24.1 All works up to plinth level: 4.24.1.1 M-20 grade plain cement concrete (cement content considered @ 280 kg/cum) 4.24.1.2 M-15 grade plain cement concrete (cement content considered @ 240 kg/cum) 4.24.1.3 M-10 grade plain cement concrete (cement content considered @ 220 kg/cum) 4.24.2 All works above plinth and upto floor two level 4.24.2.1 M-20 grade plain cement concrete (cement content considered @ 280 kg/cum) 4.24.2.2 M-15 grade plain cement concrete (cement content considered @ 240 kg/cum) 4.24.2.3 M-10 grade plain cement concrete (cement content considered @ 220 kg/cum) 76 4.25 Plum Cement concrete 1:2:4 with 75% graded metal of maximum size 40 mm and 25% plum of 150mm size. 77 4.26 Providing and laying cement concrete in Sunken floors of WC, Toilet, Wash Area, etc with 1:5:10 (1 cement : 5 coarse sand (zone-3) : 10 graded stone aggregate 40 mm nominal size) excluding the cost of centering and shuttering 78 5.1 Providing and laying in position specified grade of reinforced cement concrete (with 20mm nominal size graded stone aggregate) excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.1 M-20 Grade Concrete 5.1.2 M-15 Grade Concrete 79 5.2 Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate) in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, posts and struts etc. above plinth level and upto floor two level excluding cost of centering, shuttering, finishing and reinforcement: 5.2.1 M-20 Grade Concrete 80 5.3 Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate) in beams, suspended floors, roofs having slope of any degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases above plinth level and upto floor two level excluding the cost of centering, shuttering, finishing and reinforcement in concrete grade. 5.3.1 M-20 Grade Concrete 81 5.4 Providing and laying upto floor two level reinforced cement concrete (with20 mm nominal size graded stone aggregate) in kerbs, steps and the like excluding the cost of centering, shuttering, finishing and reinforcement with Concrete grade. 5.4.1 M-20 Grade Concrete 82 5.5 Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate) in arches, archribs, domes, vaults, shells, folded plate above plinth level and upto floor two level excluding the cost of centering, shuttering, finishing and reinforcement in Concrete grade. 5.5.1 M-20 Grade Concrete 83 5.6 Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate) in chimneys, shafts, upto floor two level excluding the cost of centring, shuttering, finishing and reinforcement with 5.6.1 M-20 Grade Concrete 88 5.7 Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate) in well-steining excluding the cost of centering, shuttering, finishing and reinforcement with 5.7.1 M-20 Grade Concrete 84 5.8 Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate) in vertical and horizontal fins individually or forming box louvers, facias and eaves boards up to floor two level excluding the cost of centering, shuttering, finishing and reinforcement in M 20 –Grade Concrete 85 5.9 Centering and shuttering in cluding strutting, propping etc. and removal of form for: 5.9.1 Foundations, footings, bases of columns, etc. for concrete upto plinth level 5.9.2 Walls (any thickness) in cluding attached pilasters butter esses, plinth beams and string courses etc. 5.9.2.1 Uptoplinthlevel. 5.9.2.2 Above plinth upto 3.6 m height from plinth level 5.9.2.3 Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and decentering at all levels, over a height of 3.6 m, for every additional height of 1 metre or part thereof. 5.9.3 Suspended floors, roofs, landings, balconies and access platform. 5.9.4 Shelves(Cast in situ) 5.9.5 Lintels, beams, girders, bressumers and cantilevers 5.9.6 Columns, P i l l a r s , Piers, Abutments, Posts and Struts. 5.9.7 Stairs, (excluding landings) except spiral- Staircases. 5.9.8 Spiral staircases (including landing). 5.9.9 Arches, domes,vaults upto 6m span 5.9.10 Extra for arches, domes, vaults exceeding 6 m span 5.9.11 Chimneys and shafts 5.9.12 Coffer/waffle slab of any size or shape as shown in the drawing. 5.9.13 Well steining 5.9.14 Vertical and horizontal fins individually or forming Box louvers band, facias and eaves boards. 5.9.15 Extra for shuttering in circular work or any other geometrical shape (20% of respective centering and shuttering items). 5.9.16 Small lintels not exceeding 1.5m clear span, mouldingas incornices, window, sills, courses, bands, copings, bed plates, anchor blocks and the like. 5.9.17 Cornices and mouldings 5.9.18 Small surfaces such as cantilever ends, brackets and ends of steps, caps and bases to pilasters and columns and the like. 5.9.19 Weather shade, Chajjas, corbels etc., including Edges. 5.9.20 Suspended floors, roofs, landings, balconies and Access platform. With water proof ply 12 mm thick. (item to be executed with prior permission of S.E. in case of B & R works and from Additional Project Director in case of PIU works) 5.9.21 Lintels, beams, columns, girders, bressumers and cantilevers with waterproof ply 12 mm thick (item to be executed with prior permission of S.E. in case of B&R works and from Additional Project Director in case of PIU works) 86 5.10 Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and decentering at all levels, over a height of 3.6 m, for every additional height of 1 metre or part thereof (Plan area to be measured) 5.10.1 Suspended floors, roofs, landing, beams and balconies (Plan area to be measured). 87 5.11 Providing, hoisting and fixing up to floor two level precast reinforced cement concrete in lintels, manhole cover, shelves and like including setting in cement mortar 1:3 (1 cement : 3 sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but excluding the cost of reinforcement with M 15 –Grade Concrete. 88 5.12 Providing precast cement concrete Jali 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 6mm nominal size) reinforced with 1.6 mm dia mild steel wire including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 sand) etc. complete excluding plastering of the jambs, sills and soffits. 5.12.1 50 mm thick 5.12.2 40 mm thick 5.12.3 25 mm thick 89 5.13 Encasing rolled steel sections, in beams and columns, with cement concrete M 15 (1 cement: 2 sand: 4 graded stone aggregate 20mm nominal size) including centering and shuttering complete but excluding cost of reinforcement. 80 5.14 Encasing rolled steel section in grillages with cement concrete M 15 (1 cement: 2 sand: 4 graded stone aggregate 20 mm nominal size) including centering and shuttering but excluding cost of expanded metal and hangers. 91 5.15 Extra for providing and fixing expanded metal mesh of size 20x60mm and strands 3.25mm wide 1.6mm thick weighing 3.64 kg per sqm for encasing of rolled steel sections in beams, columns and grillages excluding cost of hangers. 92 5.16 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire all wastages and overlaps, couplers (overlaps shall be provided as per requirement of IS 13920 for ductile detaling IS 456 RCC Design & SP 34 Reinforcement detailing ) etc. complete .(Note:-1. Spacer bars (chairs) shall be paid separately as shown in the drawing and as per direction of engineer in charge.2. No extra payment shall be done for overlaps and/or couplers.3.Couplers shall be conforming to IS code on “Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specification”) 5.16.1 Mild steel and Medium Tensile steel bars. 5.16.2 Hard drawn steel wire 5.16.3 Cold twisted bars (CTD) 5.16.4 Hot rolled deformed bars 5.16.5 Hard drawn steel wire fabric 5.16.6 Thermo-Mechanically Treated bars. (TMT/TMX) FE 500 or more conforming to IS 1786 93 5.17 Add extra for providing reinforcement above Floor two level for every additional floor or part thereof. 94 5.18 Providing and fixing in position copper plate as per design for expansion joints. 95 5.19 Providing and filling in position, blown bitumen in expansion joints. 96 5.20 Providing and filling in position bitumen mix filler of Proportion 80 kg. Of hot bitumen, 1 kg. Of cement and 0.25 cubic metre of sand for expansion joints. 97 5.21 Providing and filling gap in expansion joint between RCC/ Stone/Ceramic tiles/Granite/ Marble by providing silicon sealant over backer rod of approved quality weather sealant as per drawing and direction of engineer in charge up to 25mm width & 12 mm depth. 98 5.22 Providing and fixing in position bitumen impregnated fibre board conforming to IS: 1838 including cost of primer, sealing compound in expansion joints. 5. 22.1 12 mm thick 5. 22.2 25 mm thick 5. 22.3 50 mm thick 99 5.23 Providing and fixing sheet covering over expansion joints with iron screws as per design. 5. 23.1 Non-asbestos fibre cement board 6 mm thick as per IS: 14862. 5. 23.1.1 150mm wide. 5. 23.1.2 200mm wide. 5. 23.1.3 250mm wide. 5. 23.2 Aluminium fluted strips 3.15mm thick. 5. 23.2.1 150 mm wide. 5. 23.2.2 200 mm wide. 5. 23.2.3 250 mm wide. 5. 23.3 Stainless steel Grade 304 plate-1.0 mm thick 5. 23.3.1 150 mm wide. 5. 23.3.2 200 mm wide. 5. 23.3.3 250 mm wide. 100 5.24 Providing for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. 101 5.25 Extra for laying reinforced cement concrete in or under water and/ or liquid mud including cost of pumping or bailing out water and removing slush etc., complete.Note- For Item No. 5.25:-The quantity will be calculated by multiplying the depth measured from the subsoil water level up to the centre of gravity The depth of centre of gravity shall be reckoned correct to 0.1 m. 0.05 m or more shall be taken as 0.1 m and less than 0.05 m ignored. No extra payment shall be made for placing reinforcement or centering & shuttering under sub – soil water condition 102 5.26 Extra for laying reinforced cement concrete in or under foul positions. 103 5.27 Providing and laying in position machine batched, machine mixed cement concrete (BMC) of M-25 grade for reinforced cement concrete work using cement content as per approved mix design concrete without impairing strength and durability as per direction of Engineer-in charge and pumping of concrete to site of laying and finishing but excluding the cost of centering, shuttering, and reinforcement. (Note: - Minimum cement content is 330 kg/cum) and no extra payment for extra cement used as per mix design. 5.27.1 All works upto plinth level. 5.27.2 All works above plinth level and upto floor five level. 5.27.3 Add extra for each floor for all works above floor five level. 104 5.28 Extra for providing richer mixes of BMC design mix as per item no 5.27 upto plinth level and at all floor levels. (No extra payment for using extra cement as per requirement of mix design.) 5. 28.1 Providing M-25 grade concrete instead of M- 20 grade.(Note : minimum cement content is @ 330 kg/cum) 5. 28.2 Providing M-30 grade concrete instead of M- 25 grade.(Note : minimum cement content is @ 340 kg/cum) 5. 28.3 Providing M-35 grade concrete instead of M- 25 grade.(Note: : minimum cement content is @ 350 kg/cum) 5. 28.4 Providing M-40 grade concrete instead of M- 25 grade.(Note: minimum cement content is @ 360 kg/cum) 105 5.29 Providing and placing in position precast reinforced cement concrete waffle units square or rectangular as per design and shape for floors and roofs in M-20 –Grade Concrete (with graded stone aggregate 10mm nominal size. including provision of steel hooks for lifting and form work, handling, hoisting, centering and erection complete for all floor levels but excluding the cost of reinforcement. 106 5.30 Providing and laying in position ready mixed concrete (RMC) of M-25 grade for reinforced cement concrete work, using cement content as per approved design mix and 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 concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge.Note: Minimum cement content is @ 330 kg/cum. (No extra payment for using extra cement as per requirement of mix design.) 5.30.1 All works upto plinth level. 5.30.2 All works above plinth level and upto floor V level. 5.30.3 Extra for each additional floor for all works above floor five level 107 5.31 Extra for R.C.C. work above floor two level for each floors or part thereof. (except items 5.27 and 5.30) 108 5.32 Supplying and applying pre tested and approved water based concrete curing compound to concrete/ masonry surface, all as per manufacturer’s specification and direction of Engineer-in-charge. 5.32.1 Non pigmented wet curing compound 5.32.2 Pigmented wet curing compound. 109 5.33 Providing and fixing in position factory made precast RCC M-40 doors, windows and ventilator frames having excellent smooth finish, as per IS: 6523 with 6mm dia main reinforcement each polymer block having at least four holes for passing one or adjacent rebates to hold fast grill or steel bar, ventilator frame provided with grooves for louvers at an angel of 45 degree at spacing to block direct vision etc. complete, as per the direction of Engineer-in-charge. The cost of hold fast and cement concrete block of 1:3: 6 (1 Cement: 3 sand: 6 Graded stone aggregate 20mm nominal size) mix is also included in the item. 5. 33.1. Frame 125 mmx 60 mm (double rebate) 5. 33.2. Frame 100mmx 60 mm (Single rebate) 5. 33.3 Frame 85mmx 60 mm (Single rebate) 110 5.34 Smooth finishing of the exposed surface of RCC work with 6mm thick cement mortar 1:3 (1 cement: 3 sand). 111 5.35 Providing and fixing in position pre moulded compressible filler board made from polymer base in black color approved make conforming to the specifications having minimum density of 95 kg / cum, non- staining, with less than 1 percent water absorption and compression recovery of 93 percent minimum including cost of double sided adhesive tape, sealant etc. in expansion joints. 5. 35.1 12 mm thick 5. 35.2 25 mm thick. 5. 35.3 50 mm thick. 112 5.36 Providing and sealing the retaining wall expansion Joints with anodized aluminum extruded section of 135 mm × 3.1 mm confirm to alloy of 6063 T5/T6including fixing of an imported EPDM moisture Barrier conform to (American Society for Testing and Materials) 2240 & ASTM - G53 & 84 fixing with Epoxy adhesive confirm to ASTM C-881 complete in all respect as per manufacturer Drawing and specifications. With 5 year guarantee. 113 5.37 Providing and fixing sheet covering over expansion joints with iron screws as per design. Non- asbestos cement bonded particle board 6 mm thick as IS: 14276 5.37.1 150mm wide 5.37.2 200mm wide 5.37.3 250mm wide 114 5.38 Providing & laying in position Prestressing steel strands (low relaxation) on hollow core bed by using mechanical pulling arrangement like Rabbit/ Bed master including all accessories for Stressing &destressing operations as per approved make conforming to IS1343 & grade FY-1860 etc, complete as per drawings and direction of Engineer -in- charge. 115 5.39 Providing and fixing of expansion joint system related with floor location as per drawings and direction of Engineer-In- Charge. The joints system will be of extruded aluminum base members, self aligning / self centering arrangement and support plates etc. Provision of Moisture Barrier Membrane in the Joint System to have watertight joint is mandatory requirement all as per the manufactures design and as approved by Engineer - inCharge. (Material shall confirm to ASTM 6063). 5. 39.1 Floor Joint of 100 mm gap 5. 39.2 Floor Joint of 150 mm gap 5. 39.3 Floor Joint of 200 mm gap 116 5.40 Providing and fixing of expansion joint system related with wall joint (internal/ external) location as per drawings and direction of Engineer-In- Charge. The joints shall be of extruded aluminum base members, self aligning / centering amongst the components of the Joint System. The Joint System shall utilize light weight aluminum profiles exhibiting minimal exposed aluminum surfaces mechanically snap locking the multicellular to facilitate movement. (Material shall confirm to ASTM 6063). 5. 40.1 Wall Joint of 100 mm gap 5. 40.2 Wall Joint of 150 mm gap 5. 40.3 Wall Joint of 200 mm gap 117 5.41 Providing and fixing of expansion joint system of approved make and manufactures for various roof locations as per approved drawings and direction of Engineer-In- Charge. The joints shall be of extruded aluminum base members with, self aligning and self centeringarragement support plates asper ASTM B221-02. . The Joint System shall resists damage or deterioration from the impact of falling ice, exposure to UV, airborne contaminants and occasional foot traffic from maintenance personnel. Provision of Moisture Barrier Membrane in the Joint System to have water tight joint is mandatory requirement. (Material shall confirm to ASTM 6063.) 5.41.1 Roof Joint for 100 mm gap 5.41.2 Roof Joint for 150 mm gap 5.41.3 Roof Joint for 200 mm gap 118 5.42 Providing and fixing Scaffolding net of required width made of high density Polyethylene UV stabilized knitted on warp knitting machines having density 100gm/sqm and shading coefficient minimum 75% around the construction site/ for vertical extension as per requirement including fastening/tying with building/scaffolding pipes or with any other fixtures etc. complete as per direction of Engineer-in-Charge. (One time payment shall be made for providing Scaffolding net from start of work till completion of work including shifting if any. The Scaffolding net shall be the property of the contractor on completion of the work) 119 6.1 Brick work with well burnt chimney bricks in bulls pattern trench kiln manufactured by ghol process, crushing strength not less than 40kg /cm2 and water absorption not more than 15% in foundation and plinth i/c curing etc. complete. 6.1.1 Cement mortar 1:4 (1 cement : 4 sand) 6.1.2 Cement mortar 1:6 (1 cement : 6 sand) 120 6.2 Brick work with well burnt chimney bricks in bulls patent trench kiln manufactured by ghol process ,crushing strength not less than 40kg /cm2 and water absorption not more than 15% in superstructure above plinth level and up to floor two level i/c curing etc. complete. 6.2.1 Cement mortar 1:4 (1 cement : 4 sand) 6.2.2 Cement mortar 1:6 (1 cement : 6 sand) 121 6.3 Brick work with well burnt chimney bricks in bulls pattern trench kiln, crushing strength not less than 25kg /cm2 and water absorption not more than 20% in foundation and plinth i/c curing etc complete. 6.3.1 Cement mortar 1:4 (1 cement : 4 sand) 6.3.2 Cement Mortar 1:6 (1 cement:6 sand). 122 6.4 Brick work with well burnt chimney bricks in bulls pattern trench kiln, crushing strength not less than 25kg /cm2 and water absorption not more than 20% in superstructure above plinth level and up to floor two level i/c curing etc complete. 6.4.1 Cement mortar 1:4 (1 cement : 4 sand) 6.4.2 Cement Mortar 1:6 (1 cement:6 sand). 123 6.5 Brick work with well brunt open bhatta, bricks, crushing strength not less than 25kg /cm2 and water absorption not more than 20% in foundation and plinth i/c curing etc complete. 6.5.1 Cement mortar 1:4 (1 cement : 4 sand) 6.5.2 Cement Mortar 1:6 (1 cement: 6 sand). 124 6.6 Brick work with well brunt open bhatta, bricks, crushing strength not less than 25kg / cm2 and water absorption not more than 20% in superstructure above plinth level and up to floor two level i/c curing etc complete. 6.6.1 Cement mortar 1:4 (1 cement : 4 sand) 6.6.2 Cement Mortar 1:6 (1 cement : 6 sand) 125 6.7 Brick work with fly ash lime bricks (FALG Bricks) conforming to IS:12894-2002, in super structure above plinth level up to floor two level in : 6.7.1 Having 100 kg / cm2 average compressive strength. 6.7.1.1 Cement mortar 1:4 (1 cement : 4 sand) 6.7.1.2 Cement mortar 1:6 (1 cement : 6 sand) 6.7.2 Having 75 kg / cm2 average compressive strength. 6.7.2.1 Cement mortar 1:4 (1 cement : 4 sand) 6.7.2.2 Cement mortar 1:6 (1 cement : 6 sand) 6.7.3 Having 50 kg / cm2 average compressive strength. 6.7.3.1 Cement mortar 1:4 (1 cement : 4 sand) 6.7.3.2 Cement mortar 1:6 (1 cement : 6 sand) 126 6.8 Brick work with calcium silicate bricks machine moulded conforming to IS:4139, having 100 kg/cm2 average compressive strength in super structure above plinth level upto floor II level in : 6.8.1 Cement mortar 1:4 (1 cement : 4 sand) 6.8.2 Cement mortar 1:6 (1 cement : 6 sand) 127 6.9 Brick work with extruded burnt fly ash clay sewer bricks (Conforming to IS: 4885 ) in foundation and plinth : Cement Mortar 1:4 ( 1 cement : 4 sand) 128 6.10 Brick work with extruded burnt fly ash clay sewer bricks (conforming to IS: 4885) in archesin foundation and plinth including centering and shuttering complete in cement mortar 1:3 (1 cement: 3 sand). 129 6.11 Extra for brick work in superstructure above floor two levels for each additional floor or part thereof respective item. 130 6.12 Providing half brick masonry with well burnt chimney bricks in bull patent trench kiln manufactured by ghol process crushing strength not less than 40 kg /cm2 and water absorption not more than 15% in superstructure above plinth level and up to floor two level. 6.12.1 Cement mortar 1:3 (1 cement : 3 sand) 6.12.2 Cement mortar 1:4 (1 cement : 4 sand) 131 6.13 Providing half brick masonry with well burnt chimney bricks in bull pattern trench kiln crushing strength not less than 25 kg /cm2 and water absorption not more than 20% in superstructure above plinth level and up to floor two level. 6.13.1 Cement mortar 1:3 (1 cement : 3 sand) 6.13.2 Cement mortar 1:4 (1 cement : 4 sand) 132 6.14 Providing half brick masonry with well burnt open bhatta bricks crushing strength not less than 25 kg /cm2 and water absorption not more than 20% in superstructure above plinth level and up to floor two level 6.14.1 Cement mortar 1:3 (1 cement : 3 sand) 6.14.2 Cement mortar 1:4 (1 cement : 4 sand) 133 6.15 Half brick masonry with fly ash lime Gypsum bricks (FALG bricks) conforming to IS: 12894, in super structure above plinth and upto floor two level. 6.15.1 Having 100 kg/cm2 average compressive strength. 6.15.1.1 Cement mortar 1 : 3 (1 cement : 3 sand) 6.15.1.2 Cement mortar 1 : 4 (1 cement : 4 sand) 6.15.2 Having 75 kg/cm2 average compressive strength. 6.15.2.1 Cement mortar 1 : 3 (1 cement : 3 sand) 6.15.2.2 Cement mortar 1 : 4 (1 cement : 4 sand) 6.15.3 Having 50 kg/cm2 average compressive strength. 6.15.3.1 Cement mortar 1 : 3 (1 cement : 3 sand) 6.15.3.2 Cement mortar 1 : 4 (1 cement : 4 sand) 134 6.16 Extra for half brick masonry in superstructure, above floor two level for every floor or part thereof respective item. 135 6.17 Extra for providing and placing in position 2 Nos. 8mm dia. M.S. bars at every third course of in half brick masonry. 136 6.18 Honey-comb brick work 10 cm thick with well burnt chimney bricks manufactured by ghol process crushing strength not less than 40kg /sqcm and water absorption not more than 15% in cement mortar 1:4 (1 cement : 4 sand). 137 6.19 Extra for forming cavity 5cm to 7.5cm wide in cavity walls with necessary weep and vent holes including use of cores and cost of providing and fixing bitumastic coated M .S. Ties 300mm long of 25x3mm section at not less than 3 ties per sqm as per approved design 138 6.20 Brick work in plain arches in superstructure including centering and shuttering complete with chimney bricks having crushing strength not less than 40kg /cm2 and water absorption not more than 15% in cement mortar 1:3 (1 cement : 3 sand). 139 6.21 Brick work in gauged arches in superstructure in cement mortar 1:3 (1 cement : 3 sand) including centering and shuttering complete, with chimney bricks having crushing strength not less than 40kg /cm2 and water absorption not more than 15% 140 6.22 Providing half brick masonry with kiln burnt clay bricks of 40kg /cm2 and water absorption not more than 15% in cement mortar 1:3 (1 Cement : 3 sand) in superstructure for closing cavity 5 to 7.5 cm wide in cavity wall complete with 10 cm wide bitumen felt type 3 grade 1. 141 6.23 Extra for laying brick work in or under water and/or liquid mud including cost of pumping or bailing out water and removing slush etc. complete.NOTE: - The quantity will be calculated by multiplying the depth measured from sub - soil water level up to the centre of gravity of brick work in cum executed under the sub - soil water. The depth of centre of gravity shall be reckoned correct to 0.1 m. 0.05 m or more shall be taken as 0.1 m and less than 0.05 m ignored. 142 6.24 Extra for laying brick work in or under foul position. 143 6.25 Providing and laying cellular concrete blocks masonry having density ranging from 800kg/m3 in super structure above plinth level up to floor two level in cement mortar 1:4 (1 cement: 4 sand) The nominal dimensions of the concrete blocks shall be as follows in additional block shall be of half lengths of 200, 250 or 300 mm to correspond to the full lengths. The size of the blocks specified other than those specified may also be used. 144 6.26 Providing and laying Autoclaved Aerated Concrete (AAC) blocks masonry, using AAC blocks (Size length 300, 400, 500, 600 mm Height 200, 250, 300 mm Width 100, 150, 200, 250 mm) conforming to IS 2185 PART 3, having compressive strength not less than 4 MPa (Grade II) in super structure, blocks jointed with approved block laying polymer modified adhesive mortar as per ASTM international standard including raking out joints. Vertical bands shall be placed along jams (vertical member of chowkhats) and extend upto lintel levels to arrest cracking at corner openings. RCC bands shall be measured with AAC block masonry. Rates include all materials including steel bars, wastages, scaffolding and all labour etc. complete. 6.26.1 AAC Masonry in polymer modified mortar 145 6.27 Extra for AAC masonry work in superstructure above floor two level for each additional floor or part thereof 146 6.28 Providing hoisting & fixing precast Autoclaved Aerated Concrete (AAC) reinforced roof slabs, lintels and chhajjas as per IS: 6073 -2006 grade D specifications (dry density, without steel, 550 kg/m3 to 650 kg/m3 and minimum compressive strength 3.5 N/mm2) reinforcement steel provided inside AAC slab, lintel and chhajja shall be ascertained on the basis of manufacturer’s certificate and also by random destructive testing done by engineer-in-charge or his representative for which cost of samples and testing charges shall be borne by the contractor. Deflection & ultimate load test for AAC reinforced roof slab and lintel shall be as per annex. B of IS: 6073 -2006 and criteria for conformity and sampling shall be as per clause-13 of IS: 6073 -2006. 147 6.29 Precast autoclaved aerated concrete (AAC) reinforced wall panels:- Providing hoisting & fixing precast Autoclaved Aerated Concrete (AAC) reinforced wall panels as per IS:6072 -1972 grade D (dry density, without steel, 550 kg/m3 to 650 kg/m3 and inside AAC panels. Quantity of reinforcement steel in AAC panels shall be ascertained on the basis of certificate of the manufacturer and also by random destructive testing by engineer-in- charge or his representative for which cost of samples and testing charges shall be borne by the contractor. Cost of reinforcement inside AAC panels shall be paid separately. 148 6.30 Add extra for AAC wall panels, roof slabs, lintels and chhajjas above floor two level for each additional floor as per item no 6.29 and 6.30. 149 6.32 Brick work with common burnt clay selected F.P.S. (non modular) bricks of class designation 7.5 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1:6 (1 cement : 6 coarse sand) 6.32.1 From ground level upto plinth level 6.32.2 Above plinth level upto floor II level 150 6.33 Brick work with modular bricks of class designation 7.5 in exposed brick work including making horizontal and vertical grooves 10mm wide 12mm deep complete from ground level up to plinth level in cement mortar 1:6 (1 cement : 6 coarse sand) 6.33.1 From ground level upto plinth level 6.33.2 Above plinth level upto floor II level 151 6.34 Providing and laying Gypsum panel partitions 100 mm thick with water proof Gypsum panels of size 666x500x100 mm, made of calcite phosphor Gypsum fixed with tongue and groove, jointed with bonding plaster as per manufacturer’s specifications in superstructure above plinth level up to floor two level. Gypsum blocks will have a minimum compressive strength of 9.3 kg/cm2 152 6.35 Extra for Gypsum panel Partitions in superstructure above floor two level for every four floors or part thereof. 153 7.1 Random rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 cement :6 sand : 12 graded stone aggregate 20mm nominal size) at plinth level with : 7.1.1 Cement mortar 1:6 (1 cement : 6 sand) 154 7.2 Random rubble masonry with hard stone in superstructure above plinth level and upto floor two level, including leveling up with cement concrete 1:6:12 (1 cement : 6 sand : 12 graded stone aggregate 20mm nominal size) at window sills, ceiling level and the like. 7.2.1 Cement mortar 1:6 (1cement: 6 sand). 155 7.3 Extra for random rubble masonry with hard stone in superstructure above floor two level for every floors or part thereof 156 7.4 Extra for random rubble masonry with hard stone in : 7.4.1 Square or rectangular pillars 7.4.2 Circular pillars. 157 7.5 Extra for random rubble masonry with hard stone curved on plan for a mean radius not exceeding 6 m. 158 7.6 Coursed rubble masonry (1st or 2nd sort) with hard stone in foundation and plinth. 7.6.1 Cement mortar 1:6 (1 cement : 6 sand) 7.6.2 Cement mortar 1:6 (1 cement : 6 sand) 159 7.7 Coursed rubble masonry with hard stone (first or second sort) in superstructure above plinth level and upto floor two level. 7.7.1 Masonry work (first sort) in cement mortar 1:6 (1 cement : 6 sand) 7.7.2 Masonry work (second sort) , in cement mortar 1:6 (1 cement : 6 sand) 160 7.8 Extra for coursed rubble masonry with hard stone (first or second sort) in superstructure above floor two level for every floors or part thereof 161 7.9 Extra for coursed rubble masonry with hard stone (first or second sort) in : 7.9.1 Square or rectangular pillars 7.9.2 Circular pillars. 7.9.3 Extra for coursed rubble masonry with hard stone (first or second sort) curved on plan for a mean radius not exceeding 6 m. 162 7.10 Stone work in plain ashlar masonry in super structure upto floor two level in cement mortar 1:6 (1 cement : 6 sand) including pointing with cement mortar 1:2 (1 white cement : 2 marble dust) with an admixture of pigment matching the sand stone shade : 7.10.1 One face dressed. 7.10.1.1 Red sand stone 7.10.1.2 White sand stone 7.10.2 Both face dressed. 7.10.2.1 Red sand stone. 7.11.2.2 White sand stone 163 7.11 Stone work plain ashlar masonry in arches in super structure upto floor two level in cement mortar 1:3 (1 cement: 3 sand) including centering, shuttering and pointing with white cement mortar 1:2 (1 white cement: 2 marble dust) with an admixture of pigment matching the sand stone shade. 7.11.1 One face dressed. 7.11.1.1 Red sand stone 7.11.1.2 White sand stone 7.11.2 Both face dressed. 7.11.2.1 Red sand stone. 7.11.2.2 White sand stone 164 7.12 Stone work plain ashlar masonry in domes, in super structure upto floor two level in cement mortar 1:3 (1 cement: 3 sand) including centering, shuttering and pointing with white cement mortar 1:2 (1 white cement: 2 marble dust) with an admixture of pigment matching the sand stone shade. 7.12.1 One face dressed 7.12.1.1 Red sand stone 7.12.1.2 White sand stone 7.12.2 Both face dressed. 7.12.2.1 Red sand stone. 7.12.2.2 White sand stone. 165 7.13 Stone work ashlar masonry punched (ordinary) in superstructure above plinth level and upto floor two level in cement mortar 1:6 (1 white cement: 6 sand) including pointing with cement mortar 1:2 (1 white cement: 2 marble dust) with an admixture of pigment matching the sand stone shade. 7.13.1 Red sand stone one face punched. 7.13.2 Red sand stone both face punched 7.13.3 White sand stone one face punched. 7.13.4 White sand stone double face punched 166 7.14 Extra for stone work, plain ashlar or ashlar punched above floor two level for every floor or part thereof. 167 7.15 Extra for plain ashlar or ashlar punched in : 7.15.1 Square or rectangular pillars 168 7.16 Extra for stone work; plain ashlar or ashlar punched in curved on plan with a mean radius not exceeding 6 m. 169 7.17 Extra for additional cost of centering for arches exceeding 6m span including all strutting, bolting, wedging etc. And removal (area of soffit to be measured). 170 7.18 Stone work sunk or moulded or sunk and moulded upto floor Two level in cement mortar 1:6 (1cement : 6 sand) including pointing with white cement mortar 1:2 (1 white : 2 marble dust) with an admixture of pigment matching the stone shade : 7.18.1 Red sand stone 7.18.2 White sand stone 171 7.19 Extra for stone work sunk or moulded or sunk and moulded or carved in : 7.19.1 Triangular or Square or rectangular pillars 7.19.2 Circular or polygonal pillars 172 7.20 Extra for stone work sunk or moulded in cornices. 173 7.21 Stone work (machine cut edges) for wall lining etc. (veneer work) up to 10 meter height backing filled with a grout of 12mm thick cement mortar 1:3 (1 cement : 3 sand) including pointing in white cement mortar 1:2 (1 white cement : 2 marble dust) with an admixture of pigment matching the stone shade : (To be secured to the backing by means of clamps which shall be paid for separately): 7.21.1 Red sand stone - exposed face fine dressed with rough backing. 7.21.1.1 70 mm thick. 7.21.1.2 60 mm thick. 7.21.1.3 50 mm thick 7.21.1.4 40 mm thick. 7.21.1.5 30 mm thick. 7.21.2 Red sand stone - Exposed face machine cut and table rubbed with rough backing. 7.21.2.1 70 mm thick. 7.21.2.2 60 mm thick. 7.21.2.3 50 mm thick 7.21.2.4 40 mm thick. 7.21.2.5 30 mm thick. 7.21.3 White sand stone - exposed face fine dressed with rough backing. 7.21.3.1 70 mm thick. 7.21.3.2 60 mm thick. 7.21.3.3 50 mm thick 7.21.3.4 40 mm thick. 7.21.3.5 30 mm thick. 7.21.4 White sand stone - Exposed face machine cut and table rubbed with rough backing. 7.21.4.1 70 mm thick. 7.21.4.2 60 mm thick. 7.21.4.3 50 mm thick 7.21.4.4 40 mm thick. 7.21.4.5 30 mm thick. 174 7.22 Extra for stone work (veneer work) curved on plan with a mean radius not exceeding 6 m. 175 7.23 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 sand) including making the necessary chases in stone and holes in walls wherever required. 176 7.24 Providing and fixing stone dowels of size 10x5x2.5cm cut to double wedge shape as per design in cement mortar 1:2 (1 cement : 2 sand) including making the necessary chases 177 7.25 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 sand) including making the necessary chases. 178 7.26 Providing and fixing sloping chajja of stone 40 mm thick and upto 80 cm wide beyond the wall as measured along the slope in cement mortar 1:4 (1 cement : 4 sand) including pointing in cement mortar 1:2 (1 white cement: 2 marble dust) with an admixture of pigment matching the stone shade: 7.26.1 Red sand stone: With common burnt clay bricks of 25 kg/cm2 compressive strength. 7.26.2 White sand stone: With common burnt clay bricks of 25 kg/cm2 compressive strength. 179 7.27 Providing and fixing horizontal chajja of stone 40 mm thick and upto 80 cm projection in cement mortar 1:4 (1 cement : 4 sand) including pointing in white cement mortar 1:2 (1 white cement : 2 marble dust) with an admixture of pigment matching the stone shade: 7.27.1 Red sand stone 7.27.2 White sand stone 180 7.28 30mm red sand stone sun-shade (chisel-dressed) supported on red sand stone brackets, fixed in walls with cement mortar 1:4 (1 cement: 4 sand) including finishing complete. 181 7.29 Providing and fixing red sand stone brackets 55x22.5x45cm sunk and moulded including providing and fixing with 4 Nos. gun metal cramp 25x6mm 30 cm long and dowel bars 7.5 cm long 6 mm dia as per design. 182 7.30 Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in Cement mortar 1:6 (1 cement : 6 sand) including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. 7.30.1 Red sand stone 7.30.2 White sand stone 183 7.31 Providing and fixing stone jali 40mm thick throughout in cement mortar 1:3 (1cement :3 sand) including pointing in white cement mortar 1:2 (1white cement: 2stone dust) with an admixture of pigment , matching the stone shade, jali slab without any chamfers etc. 7.31.1 Red sand stone 7.31.2 White sand stone 184 7.32 Extra for laying stone work in or under water and/or liquid mud including cost of pumping or bailing out water and removing slush etc. complete.NOTE: - The quantity will be calculated by multiplying the depth measured from sub - soil water level up to the centre of gravity of stone work in cum executed under the sub - soil water. The depth of centre of gravity shall be reckoned correct to 0.1 m. 0.05 m or more shall be taken as 0.1 m and less than 0.05 m ignored. 185 7.33 Extra for laying stone work in or under foul position. 186 7.34 Wall lining butch work upto 10m height with red/ white sand stone 40 mm thick rough facing on the exposed surface with stone strips of minimum length 300 mm and required width 75mm thick strips i/c 12mm thick bed of cement mortar 1:3 (1 Cement : 3 sand) i/c ruled pointing in cement mortar 1:2 (1 white cement: 2 marble dust) with an admixture of pigment to match the shade of stone complete as per direction of Engineer-in- charge. 187 7.35 Stone work ( machine cut edges) for wall lining upto 10 m height etc. (Veneer work) backing filled with a grout of 12mm thick cement mortar 1:3 (1 Cement : 3 sand) and jointed with Cement mortar 1:2 (1 cement : 2 marble dust) including rubbing and polishing complete. (To be secured to the backing by means of cramps which shall be paid for separately) 7.35.1 25mm thick Kota stone slabs exposed face dressed and rubbed. 7.35.2 25mm thick Dholpur stone slabs exposed face dressed and rubbed. 7.35.3 20 to 25mm thick kota stone slabs exposed slab not dressed and rubbed. 7.35.4 20 to 25mm thick Dholpur stone/shivpuri stone not dressed and rubbed. 188 7.36 Stone tile work with 8mm thick mirror polished and machine cut edge for wall lining upto 10 m height with special adhesive over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 sand), including pointing in white cement with an admixture of pigment to match the stone shade. 7.36.1 Granite stone of any colour and shade 7.36.2 Raj Nagar plain white marble/ Udaipur green marble/ Zebra black marble 189 7.37 Extra for stone work for wall lining on exterior walls of height more than 10 m from ground level for every additional height of 3 m or part thereof. 190 7.38 Providing and fixing dry stone cladding upto 10 metre height with 30mm thick gang saw cut stone with (machine cut edges) of uniform colour 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. (The steel frame work, stainless steel cramps and pins. shall be paid for separately.) 7.38.1 Red sand stone. 7.38.2 White sand stone 191 7.39 Providing and fixing structural steel frame (for dry stone cladding with 30 mm thick gang saw cut with machine cut edges sand stone) on walls at all heights using M.S. square/rectangular tube in the required pattern as per architectural drawing including including drilling necessary steel work will be given a priming coat of Zinc primer as approved by Engineer-in-charge and painted with two or more coats of epoxy paint (Shop drawings shall be submitted by the contractor to the Engineer-in-charge for approval before execution).The frame work shall be fixed in true horizontal and vertical lines/ planes. (Only structural steel frame work shall be measured for the purpose of payment, stainless steel clamps shall be paid for separately and nothing extra shall be paid.) 192 7.40 Providing and fixing adjustable stainless steel clamps of approved quality and of required shape and size adjustable with stainless steel nuts bolts and washer (total weight not less than 260 gms) for dry stone cladding fixed on frame 193 8.1 Providing and supplying aluminium extruded tubular and other aluminium sections frame work as per the architectural drawings and approved shop drawings, the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coated of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. (The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account). 194 8.2 Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of aluminium structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels.. (A) Structural analysis anddesign and preparation of shopdrawings for the specified designloads conforming to IS 875 partIII (the system must passed theproof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sectionsBfor fixing glazing panels of various thicknesses, aluminum cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cum-smoke seals,microwave cured EPDM gaskets for water tightness, pressure equalisation and drainage andprotection against fire hazard including (B) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminum alloy of 6005 T5 brackets of required sizes, sections and profiles etc. toaccommodate 3 Dimentional movement for achieving perfect verticality and fixing structuralglazing system rigidly to the RCC/ masonry/structural steel framework of building structureusing stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic contactswith nuts and washers etc. of stainless steel grade 316, of the required capacity and in requirednumbers.(C) Providing and filling, two part pump filled, structural silicone sealant and one partweather silicone sealant compatible with the structural silicone sealant of required bitesize in a clean and controlled factory / work shop environment, including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass.(D) Providing and fixing in position flashings of solid aluminum sheet 1 mm thick andof sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight(E) Making provision for drainage of moisture/ water that enters the curtain glazing systemto make it watertight, by incorporating principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary 195 8.3 Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6mm thick, of approved colour as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.8.2) For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm. 196 8.4 Extra for openable side / top hung vision glass panels (IGUs) including providing and supplying at site all accessories and hardwares for the openable panels as specified and of the approved make such as heavy duty stainless steel friction hinges, min 4 -point cremone locking sets with stainless steel plates, handles, buffers etc. including necessary stainless steel screws/ fasteners, nuts, bolts, washers etc. all complete as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineerin- Charge. 197 8.5 Providing, fabricating and supplying shadow box of required size and shape, for fixing in the spandrel portion of the structural glazing, in linear as well as curvilinear portions of the building by providing semi - rigid, inorganic, non- combustible fibre glass wool insulation 50 mm thick having density 48 kg/m3, conforming to IS: 8183 and BS: 3958 Part 5.The insulation layer shall have facing (factory bonded on surface # 1 of the fibre glass insulation layer), of black non- woven fibre glass tissue of nominal thickness 0.5 mm and nominal mass not less than 60 gm/sqm, made of randomly oriented glass fibres distributed in a binder by a wet-lay process including fixing 1.5 mm thick solid aluminum sheet backing using, 6 mm thick cement board including SS rivets, nuts, bolts, washers etc complete. 198 8.6 Providing and supplying Spandrel Glass Panels comprising of 6 mm thick heat strengthened monolithic float glass of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade so as to match the colour and shade of the IGUs in the vision panels etc., included in cost of relevent Item). (i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. 199 8.7 Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel (ACP) Cladding, with open grooves for linear as well as curvilinear portions of the building, for all heights and all levels etc. including: with aluminium composite panel cladding, having all the performance characteristics all complete, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer- in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. upto two decimal places. 8.7.1 4 mm thick alumminium composite pannel material consisting of 3 mm thick FR grade mineral core sandwiched between two alumminium sheets (each 0.5mm thick) 8.7.2 4 mm thick alumminium composite pannel material consisting of 3.5 mm thick FR grade mineral core sandwiched between two alumminium sheets (each 0.25mm thick) 8.7.3 3 mm thick alumminium composite pannel material consisting of 2.5 mm thick FR grade mineral core sandwiched between two alumminium sheets (each 0.25mm thick) 200 8.8 Design, supply and installation of suspended Spider Glazing system designed to withstand the wind pressure as pr IS 875 (Part- III). The Suspended System held with Spider Fittings of SS-316 Grade Steel of approved manufacturer with glass panel having 12 mm thick clear toughened glass held together with SS- 316 Grade Stainless steel Spider and other incidental charges including wastage, enabling temporary services all fitting fixers nut bolts, washer, Buffer plates, fastener, anchors, SS channel laminated glass etc. all complete.For the purpose of payment actual elevation area of Glazing including thickness of joints and the portion of Glass panel inside the SS channel shall be measured., 201 8.9 Providing and fixing aluminium magnesium alloy (FACADE) wall cladding system consisting of panels 200mm wide x 17mm deep x 0.5mm thick of maximum length of 6.0 mtr. coil coated on a continuous paint line double baked and roll formed from centre to centre at a distance of maximum 1.20 mtr. The stringer shall be fixed to a suitable rigid structure. All panels shall be achromatised for maximum bond between metal and paint, enamelled twice under high temperature one side with full primer and the other side (inner side) with a primer coat on a continuous paint line, and fixed as per the direction of the Engineer-in-Charge. 202 8.10 Providing and fixing Aluminium Magnesium alloy Plain Panel Sun Louvres of approved colour consisting of panel 84 mm wide x 16mm deep x 0.6mm thick with round edges panel length upto 6 mtrs coil coated on a continuos paint line double baked between metal and paint, enamelled twice under high temperature one side with full primer and finish, the other side (inner side) with a primer coat and Skin Coat on a Continuos Paint Line.Note: - 1. The cost of providing extruded aluminium frames, shadow boxes, extruded aluminium section capping for fixing in the grooves of the curtain glazing shall be paid for separately under relevant items under this subhead. However, for the purpose of payment, only the actual area of structural glazing (including width of grooves) on the external face shall be measured in sqm. upto two decimal places. 203 9.1 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 and length (hold fast lugs or dash fastener shall be paid for separately). 9.1.1 Second class teak wood 9.1.2 Sal wood 9.1.3 Kiln Head wood seasoned and chemically treated hard wood (Haldu, Kail, Bija wood.) 9.1.4 Factory made Kiln seasoned, chemically treated, finger jointed at spacing not closer than 50 cm, 2nd class hard wood. 9.1.4.1 Frame of size 100mmX60mm single or double rebate 9.1.4.2 Frame of size 120mmX60mm double rebate. 205 9.2 Providing laminated veneer lumber conforming to IS:14616 and TAD -15: 2001(Part-B) in factory made frames of doors, windows, clerestory windows and other frames, wrought framed and fixing in position with hold fast lugs or with dash fasteners of required dia and length ( hold fast lugs or dash fastener shall be paid for separately). 206 9.3 Providing wood work in frames of false ceiling, partitions etc. sawn and fixed in position ( with necessary stainless steel screw) 9.3.1 Sal wood 9.3.2 Kiln seasoned and chemically treated hardwood Haldu, Kail, Bija wood. 9.3.3 Factory made Kiln seasoned, chemically treated, finger jointed at spacing not closer than 50 cm, 2nd class hard wood. 207 9.4 Extra for additional labour wood work in circular shape, such as in frames of fan light : 9.4.1 Second class teak wood 9.4.2 Sal wood 9.4.3 Kiln seasoned and chemically treated Haldu, Kail, Bija wood. 9.4.4 Factory made Kiln seasoned, chemically treated, finger jointed at spacing not closer than 50 cm, 2nd class hard wood. 208 9.5 Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws excluding, panelling/glazing which will be paid for separately, all complete as per direction of Engineer-in-charge. 9.5.1 Second class teak wood 9.5.1.1 35 mm thick shutters 9.5.1.2 30 mm thick shutters 9.5.2 Kiln seasoned and chemically treated hardwood Haldu, Kail, Bija wood. 9.5.2.1 35 mm thick shutters 9.5.2.2 30 mm thick shutters 9.5.3 Kiln seasoned selected planks of sheesham wood. 9.5.3.1 35 mm thick shutters 9.5.3.2 30 mm thick shutters 9.5.4 Factory made Kiln seasoned chemically treated and finger jointed at spacing not closer than 50cm, 2nd class hard wood shutters 9.5.4.1 35 mm thick 9.5.4.2 30 mm thick 209 9.6 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: 9.6.1 Second class teak wood 9.6.2 Kiln seasoned and chemically treated Haldu, Kail, Bija wood 9.6.3 15mm thick Factory made Kiln seasoned, chemically treated and finger jointed at spacing not closer than 50cm, 2nd class hard wood. 9.6.4 Ply wood 5 ply, 9 mm thick : 9.6.4.1 Decorative plywood both side decorative veneer (Type - I) conforming to IS 1328 BWR type. 9.6.4.2 Decorative plywood one side decorative veneer and commercial veneer on other face (Type 1) conforming to IS 1328 BWR Type 9.6.5 Ply wood 7 ply, 9 mm thick : 9.6.5.1 Decorative plywood both side decorative veneer (Type- I) conforming to IS 1328 BWR type. 9.6.5.2 Decorative plywood one side decorative veneer and commercial veneer on other face (Type-1) conforming to IS 1328 BWR Type 9.6.6 Particle Board 12 mm thick 9.6.6.1 Plain particle board flat pressed, 3 layer or graded wood particle board medium density Grade I, IS: 3087 marked. 9.6.6.2 Veneered flat pressed three layer or graded wood particle board with commercial veneering on both sides conforming to IS: 3097, grade I. 9.6.6.3 Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side, Grade I, Type II IS: 12823 marked. 9.6.6.4 Pre-laminated particle board with decorative lamination on both sides, Grade I, Type II, IS: 12823 marked. 9.6.6.5 Coir Veneer Board (conforming to IS 14842) 12 mm thick 9.6.7 Float glass panes 9.6.7.1 4 mm thick glass pane (weight not less than 10 kg/sqm) 9.6.7.2 5 mm thick glass pane (weight not less than 12.5 kg/sqm) 9.6.8 Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. Wire and 1.4 mm wide aperture with matching wood beading 9.6.8.1 4mm to 5mm thick integral PVC form sheet with Celluka finish surface on both side with density not less than 600 kg/cum 9.6.8.2 4mm to 5mm thick laminated PVC form sheet with density not less than 600 kg/cum, laminated on both sides by 0.12 mm thick laminated sheet with density not less than 1400 kg/cum 210 9.7 Providing and fixing 35 mm thick factory made laminated veneer lumber door shutter conforming to IS : 14616 and TADS 15:2001 (Part B) including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, all complete as per directions of Engineer-in- charge and panelling with panels of: 9.7.1 12mm thick plain grade - 1, medium density flat pressed three layer particle board FPT - I or graded wood particle board FPT - I IS : 3087 marked bonded with BWP type synthetic resin adhesive as per IS : 848 : 9.7.2 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- lamination conforming to IS : 12823 Grade 1, Type - II marked: 9.7.3 12 mm thick one side pre-laminated particle board (decorative lamination on one side and other sides balancing lamination) grade - 1 medium density flat pressed, three layer particle board FPT - I or graded wood particle board FPT-1 conforming to IS : 3087 bonded with BWP type synthetic resin adhesive as per IS : 848 and prelamination conforming to IS : 12823 Grade -1, Type II marked: 211 9.8 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. 9.8.1 Second class teak wood 9.8.1.1 35 mm thick 9.8.1.2 30 mm thick 9.8.2 Kiln seasoned and chemically treated Haldu, Kail, Bija wood 9.8.2.1 35 mm thick 9.8.2.2 30 mm thick 9.8.3 Kiln seasoned selected planks of sheesham wood. 9.8.3.1 35 mm thick 9.8.3.2 30 mm thick 9.8.4 Factory made Kiln seasoned chemically treated and finger jointed at spacing not closer than 50cm, 2nd class hard wood 9. 8.4.1 30 mm thick shutters 9. 8.4.2 35 mm thick shutters 212 9.9 Providing and fixing factory made laminated veneer lumber glazed shutter conforming to IS: 14616 and TADS 15:2001 (Part B) , using 4mm thick float glass panes for doors, windows and clerestory windows including ISI marked fixing with M.S. pressed butt hinges bright finished of required size with necessary screws as per directions of Engineer-in- charge. 30 mm thick shutters. 213 9.10 Extra for providing heavy sheet float glass panes instead of ordinary float glass in glazed doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured) 9.10.1 5 mm thick instead of 4 mm thick. 9.10.2 10 to 12 mm float glass 9.10.3 5.5 mm safety glass 9.10.4 10-12mm safety glass 214 9.11 Extra for providing frosted glass panes 4 mm thick instead of ordinary float glass panes 4 mm thick in doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured). 215 9.12 Deduct for providing pin headed glass panes instead of ordinary float glass panes 4 mm thick in doors, windows and clerestory windows, shutters (Area of opening for glass panes excluding portion inside rebate shall be measured). 216 9.13 Extra for S.S, hinges providing ISI marked Stainless Steel butt hinges instead of M.S. pressed butt hinges bright finished of required size with necessary screws. (Shutter area to be measured). 217 9.14 Deduct for not providing hinges in doors, windows or clerestory window shutters with : 9.14.1 Stainless steel butt hinges with stainless steel screws for 2nd class teak wood and other class of wood shutters. 9.14.2 ISI marked M.S. pressed butt hinges bright finished of required size For 2nd class teak wood and other class of wood shutters. 218 9.15 Providing and fixing 25 mm thick Second class teak wood shutters using 4mm float glass for cup board etc. : 9.15.1 Panelled or panelled and glazed shutters : 9.15.1.1 Using ISI marked anodised aluminium butt hinges with necessary screws. 9.15.1.2 Using ISI marked nickel plated bright finished M.S. piano hinges with necessary screws. 9.15.2 Glazed shutters : 9.15.2.1 Second class teak wood including ISI marked anodised aluminium butt hinges with necessary screws. 9.15.2. 2nd class teak wood including ISI marked nickel plated bright finished M.S. piano hinges with necessary screws. 219 9.16 Providing and fixing flat pressed 3 layer particle board medium density exterior grade (Grade I) or graded wood particle board IS : 3087 marked to frame, backing or studding with screws etc. complete (Frames, backing or studding to be paid separately) : 9.16.1 12 mm thick 9.16.2 18 mm thick 220 9.17 Providing and fixing Pre-laminated flat pressed 3 layer (medium density) particle board or graded wood particle board IS : 3087 marked with one side decorative and other side balancing lamination Grade I, Type II exterior grade IS : 12823 marked in shelves with screws and fittings wherever required, edges to be painted with polyurethane primer (fittings to be paid separately). 9.17.1 18 mm thick 9.17.2 25 mm thick 221 9.18 Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutter. 9.18.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. 9.18.2 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. 9.18.3 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. Piano hinges IS: 3818 marked with necessary screws. 222 9.19 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. 9.19.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. 9.19.2 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. 9.19.3 25mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. piano hinges with necessary screws. 223 9.20 Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I) On one side only. 224 9.21 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). 225 9.22 Extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors (cost of glass excluded) (overall area of door shutter to be measured) : 9.22.1 Rectangular or square. 9.22.2 Circular. 226 9.23 Extra if louvers (not exceeding 0.2 sqm) are provided in flush door shutters (overall area of door shutters to be measured). 227 9.24 Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured). 228 9.25 Providing and fixing wire gauze shutters using galvanised M.S. wire gauze of average width of aperture 1.4mm in both direction with wire of dia. 0.63 mm for doors, windows and clerestory windows with hinges and necessary screws: 9.25.1 35 mm thick shutters with ISI marked M.S. pressed butt hinges bright finished of required size. 9.25.1.1 Second class teak wood. 9.25.1.2 Kiln seasoned and chemically treated Haldu, Kail, Bija wood. 9.25.1.3 Kiln seasoned selected class of sheesham wood. 9.25.2 35 mm thick shutters with ISI marked stainless steel butt hinges of required size. 9.25.2.1 Second class teak wood. 9.25.2.2 Kiln seasoned and chemically treated Haldu, Kail, Bija wood. 9.25.2.3 Kiln seasoned selected class of sheesham wood. 9.25.3 30 mm thick shutters with ISI marked M.S. pressed butt hinges bright finished of required size. 9.25.3.1 Second class teak wood. 9.25.3.2 Kiln seasoned and chemically treated Haldu, Kail, Bija wood. 9.25.3.3 Kiln seasoned selected class of sheesham wood. 9.25.4 30 mm thick shutters with ISI marked stainless steel butt hinges of required size. 9.25.4.1 Second class teak wood. 9.25.4.2 Kiln seasoned and chemically treated Haldu, Kail, Bija wood. 9.25.4.3 Kiln seasoned selected class of sheesham wood. 229 9.26 Providing and fixing wire gauge laminated veneer lumber shutters conforming to IS : 14616, and as per TADS 15 :2001 (Part B) using galvanised wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm as per IS :1568 for doors, windows and clerestory windows including ISI marked M.S. pressed fixing with butt hinges bright finished of required size with necessary screws as per directions of Engineer-in-charge: 9.26.1 35 mm thick shutters 9.26.2 30 mm thick shutters 230 9.27 Providing 50x50x50mm 2nd class teak wood plugs including cutting brick work and fixing in cement mortar 1:3 (1 cement : 3 sand) and making good the walls etc. 231 9.28 Providing and fixing expandable fasteners of specified size with necessary plastic sleeves and galvanised M.S. screws including drilling holes in masonry work /CC/ R.C.C. and making good etc. complete. 9.28.1 25 mm long 9.28.2 32 mm long 9.28.3 40 mm long 9.28.4 50 mm long 9.28.5 60 mm long 232 9.29 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. 9.29.1 40 mm thick. 9.29.2 25 mm thick. 9.29.3 20 mm thick 9.29.4 12 mm thick 233 9.30 Providing and fixing in wall lining flat pressed three layer (medium density) particle board or graded wood Pre- laminated one side decorative lamination on other side balancing lamination Grade I, Type II, IS : 12823 marked including priming coat on unexposed surface, with necessary fixing arrangement and screws etc. complete : 9.30.1 12 mm thick 9.30.2 18 mm thick 9.30.3 25 mm thick 234 9.31 Providing and fixing specified wood frame work consisting of battens 50x25mm fixed with rawl plug and drilling necessary holes for rawl plug etc. including priming coat complete. Kiln seasoned and chemically treated Haldu, Kail, Bija wood. 235 9.32 Providing and fixing plywood 4 mm thick one side decorative veneer conforming to IS: 1328 (type-1) for plain lining / cladding with necessary screws, priming coat on unexposed surface with: Decorative veneer facings of approved manufacture. 236 9.33 Providing and fixing 4mm thick coir veneer board, ISI marked IS: 14842, plain lining with necessary screws, priming coat on unexposed surface etc., complete. 237 9.34 Providing and fixing skirting of Pre- laminated with (one side decorative and other side balancing lamination) flat pressed, 3 layer or graded particle board (medium density) Grade I, Type II, IS :12823 marked, with necessary fixing arrangements and screws including drilling necessary holes for rawl plugs etc. and priming coat on unexposed surface complete : 9.34.1 18 mm thick 9.34.2 25 mm thick 238 9.35 Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete : 9.35.1 2nd class teak wood 9.35.1.1 50x12 mm 9.35.1.2 50 x 20 mm 9.35.2 Kiln seasoned and chemically treated Haldu, Kail, Bija wood. 9.35.2.1 50x12 mm 9.35.2.2 50x20 mm 239 9.36 Providing and fixing plain jaffri of 35x10 mm laths placed 35 mm apart (frames to be paid separately) including fixing 50x12 mm beading complete with : Second class teak wood. 240 9.37 Providing and fixing 18 mm thick, 150 mm wide pelmet of flat pressed 3 layer or graded wood particle board medium density grade I, IS : 3087 marked,, including fixing with 25x3 mm M.S. flat 10 cm long fixed to pelmet with Haldu, Kail, Bija wood cleats of size 100 mm x 40 mm x 40 mm on both inner side of pelmet and rawl plugs 75 mm long etc. all complete. 241 9.38 Providing and fixing 18 mm thick, 150 mm wide pelmet of coir veneer board ISI marked IS: 14842, including top cover of 6 mm coir veneer board, nickle plated brackets, including fixing with 25x3 mm M.S. Flat 10 cm long fixed to pelmet with Haldu, Kail, Bija wood cleats of size 100 mm x 40 mm x 40 mm on both inner side of pelmet and rawl plugs 75 mm long etc. all complete. 242 9.39 Extra for using veneered particle board conforming to IS 3097 Grade I, in item of pelmet 18mm thick 150mm wide. 9.39.1 Non decorative veneer on both sides. 9.39.2 Particle board with decorative veneering on both sides. 243 9.40 Providing and fixing teak wood lipping of size 25x3 mm in pelmet. 244 9.41 Providing and fixing of 1.25 mm thick chromium plated brass plate, with two chromium plated curtain rods brass brackets fixed with C.P. brass screws and wooden plugs, etc., wherever necessary complete: 9.41.1 12 mm dia. 9.41.2 20 mm dia. 9.41.3 25 mm dia. 245 9.42 Providing and fixing nickel plated curtain rods M.S. pipe with nickel plated brackets : 9.42.1 20 mm dia (heavy type) 9.42.2 25 mm dia (heavy type) 246 9.43 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. 9.43.1 Fixed to steel windows by welding. 9.43.2 Fixed to openings /wooden frames with rawl plugs screws etc. 247 9.44 Providing and fixing expanded metal 20x60 mm strands 3.25 mm wide and 1.6 mm thick for windows etc. including 62 x19 mm beading of II nd class teak wood and priming coat with approved steel primer all complete. 248 9.45 Providing and fixing hard drawn steel wire fabric 75x25 mm mesh of weight not less than 7.75 Kg per sqm to window frames etc. including 62x19 mm beading of second class teak wood and priming coat with approved steel primer all complete. 249 9.46 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. 9.46.1 With 2nd class teak wood beading 62x19 mm. 9.46.2 With 12 mm mild steel U beading. 250 9.47 Deduct for fixing 75x25 mm hard drawn steel wire fabric of weight not less than 7.75 Kg. per sqm in panelled and glazed door and window shutter instead of glass sheet 4 mm thick. 251 9.48 Providing 40x5 mm flat (iron hold fast 40 cm long) (0.628 kg) including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embeddings in cement concrete block 30x10x15cm 1:3:6 mix (1 cement : 3 sand : 6 graded stone aggregate 20mm nominal size) 252 9.49 Providing wooden beams including hoisting, fixing in position and applying wood preservative for the unexposed surfaces, etc. complete with : 9.49.1 Sal wood. 9.49.2 Haldu, Kail, Bija wood. 253 9.50 Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc. complete : 9.50.1 125x65x2.12 mm 9.50.2 100x58x1.90 mm 9.50.3 75x47x1.70 mm 9.50.4 50x37x1.50 mm 254 9.51 Providing and fixing IS : 1341 marked M.S. heavy weight butt hinges with necessary screws etc. complete : 9.51.1 125x90x4.00 mm 9.51.2 100x75x3.50 mm 9.51.3 75x60x3.10 mm 9.51.4 50x40x2.50 mm 255 9.52 Providing and fixing ISI marked oxidised M.S. pressed butt hinges with necessary screws etc. complete. 9.52.1 125x65x2.12 mm 9.52.2 100x58x1.90 mm 9.52.3 75x47x1.70 mm 9.52.4 50x37x1.50 mm 256 9.53 Providing and fixing ISI marked oxidised M.S. pressed Parliamentary hinges with necessary screws etc. complete : 9.53.1 150x125x27x2.80 mm 9.53.2 125x125x27x2.80 mm 9.53.3 100x125x27x2.80 mm 9.53.4 75x100x20x2.24 mm 257 9.54 Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc. complete : 9.54.1 150 mm 9.54.2 125 mm 9.54.3 100 mm 258 9.55 Providing and fixing oxidised M.S. double acting spring hinges with necessary screws etc. complete. 9.55.1 150 mm 9.55.2 125 mm 9.55.3 100 mm 259 9.56 Providing M.S. Piano hinges ISI marked IS: 3818 finished with nickel plating and fixing with necessary screws etc., complete. 9.56.1 Overall width 35 mm. 9.56.2 Overall width 50 mm. 9.56.3 Overall width 65 mm. 260 9.57 Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete: 9.57.1 300x16 mm 9.57.2 250x16 mm 261 9.58 Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : 9.58.1 250x10 mm 9.58.2 200x10 mm 9.58.3 150x10 mm 9.58.4 100x10 mm 262 9.59 Providing and fixing ISI marked 85x42mm oxidised M.S. pull bolt lock conforming to IS: 7534 with necessary screws bolts, nut and washers etc. complete 263 9.60 Providing and fixing ISI marked oxidised M.S. door latches conforming to IS:5930 with screws etc. complete : 9.60.1 300x20x6 mm 9.60.2 250x20x6 mm 264 9.61 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : 9.61.1 125 mm 9.61.2 100 mm 9.61.3 75 mm 265 9.62 Providing and fixing oxidised M.S. hasp and staple (safety type) conforming to IS : 363 with necessary screws etc. complete : 9.62.1 150 mm 9.62.2 115 mm 9.62.3 90 mm 266 9.63 Providing and fixing oxidised M.S. casement stays (straight peg type) with necessary screws etc. complete. 9.63.1 300 mm weighing not less than 200 gms. 9.63.2 250 mm weighing not less than 150 gms. 9.63.3 200 mm weighing not less than 120 gms. 267 9.64 Providing and fixing oxidised M.S. Safety chain with necessary fixtures for doors. (Weighing not less than 450 gms.) 268 9.65 Providing and fixing ISI marked stainless steel sliding door bolts with nuts and screws etc. complete: 9.65.1 300x16 mm 9.65.2 250x16 mm 269 9.66 Providing and fixing ISI marked stainless steel tower bolt black finish, (Barrel type) with necessary screws etc. complete : 9.66.1 250x10 mm 9.66.2 200x10 mm 9.66.3 150x10 mm 9.66.4 100x10 mm 270 9.67 Providing and fixing ISI marked 85x42mm stainless steel pull bolt lock with necessary screws bolts, nut and washers etc. complete. 271 9.68 Providing and fixing ISI marked stainless steel door latches with screws etc. complete : 9.68.1 300x20x6 mm 9.68.2 250x20x6 mm 272 9.69 Providing and fixing ISI marked stainless steel handles with necessary screws etc. complete : 9.69.1 125 mm 9.69.2 100 mm 9.69.3 75 mm 273 9.70 Providing and fixing stainless steel hasp and staple (safety type) conforming to IS specification with necessary screws etc. complete : 9.70.1 150 mm 9.70.2 115 mm 9.70.3 90 mm 274 9.71 Providing and fixing stainless steel casement stays (straight peg type) conforming to IS specification with necessary screws etc. complete. 9.71.1 300 mm weighing not less than 200 gms. 9.71.2 250 mm weighing not less than 150 gms. 9.71.3 200 mm weighing not less than 120 gms. 275 9.72 Providing and fixing stainless steel safety chain with necessary fixtures for doors. Conforming to IS specification (Weighing not less than 450 gms.) 276 9.73 Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete : 9.73.1 125x64x1.90 mm 9.73.2 100X58X1.90 mm 9.73.3 75x47x1.80 mm 9.73.4 50x37x1.50 mm 277 9.74 Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete : 9.74.1 125x64x2.50 mm 9.74.2 100x60x2.50 mm 9.74.3 75x50x2.50 mm 278 9.75 Providing and fixing 50 mm Stainless steel cup board or wardrobe knob with necessary screws (best make of approved quality) 279 9.76 Providing and fixing Stainless steel hanging type floor door stopper with necessary screws, etc. complete. 280 9.77 Providing and fixing bright finished brass butt hinges with necessary screws etc. complete : 9.77.1 125x85x5.5 mm (heavy type) 9.77.2 125x70x4 mm (ordinary type) 9.77.3 100x85x5.5 mm (heavy type) 9.77.4 100x70x4 mm (ordinary type) 9.77.5 75x65x4 mm (heavy type) 9.77.6 75x40x2.5 mm (ordinary type) 9.77.7 50x40x2.5 mm (ordinary type) 281 9.78 Providing and fixing bright finished brass parliamentary hinges with necessary screws etc. complete : 9.78.1 150x125x27x5 mm 9.78.2 125x125x27x5 mm 9.78.3 100x125x27x5 mm 9.78.4 75x100x20x3.2 mm 282 9.79 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 9.79.1 400x10 mm 9.79.2 250x10 mm 9.79.3 200x10 mm 9.79.4 150x10 mm 9.79.5 100x10 mm 283 9.80 Providing and fixing bright finished brass door latch with necessary screws etc. complete. 9.80.1 300x16x5 mm 9.80.2 250x16x5 mm 284 9.81 Providing and fixing bright finished brass handles with necessary screws etc. complete. 9.81.1 125 mm 9.81.2 100 mm 9.81.3 75 mm 285 9.82 Providing and fixing bright finished brass sliding door bolts with nuts and screws etc complete. 9.82.1 300x16mm 9.82.2 250x16mm 286 9.83 Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles with necessary screws etc. complete (best make of approved quality). 287 9.84 Providing and fixing bright finished brass 100 mm mortice latch and lock ISI marked with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS : 1868) aluminium lever handles with necessary screws etc. complete (Best make of approved quality). 288 9.85 Providing and fixing bright finished brass 100 mm mortice latch with one dead bolt and a pair of lever handles with necessary screws etc. complete (best make of approved quality). 289 9.86 Providing and fixing bright finished brass night latch including necessary screws etc. complete (best make of approved quality). 290 9.87 Providing and fixing special quality bright finished brass cupboard or wardrobe locks with four levers including necessary screws etc. complete (best make of approved quality) : 9.87.1 40 mm 9.87.2 50 mm 9.87.3 65 mm 9.87.4 75 mm 291 9.88 Providing and fixing 50 mm bright finished brass cup board or wardrobe knob with necessary screws (best make of approved quality) 292 9.89 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. 293 9.90 Providing and fixing bright finished brass casement window fastener with necessary screws etc. complete. 294 9.91 Providing and fixing bright finished brass casement stays (straight peg type) with necessary screws etc. complete : 9.91.1 300 mm weighing not less than 330 gms 9.91.2 250 mm weighing not less than 280 gms 9.91.3 200 mm weighing not less than 240 gms 295 9.92 Providing and fixing bright finished brass hasp and staple (safety type) with necessary screws etc. complete: 9.92.1 150 mm 9.92.2 115 mm 9.92.3 90 mm 296 9.93 Providing and fixing Cromium plated brass hanging type floor door stopper with necessary screws, etc. complete. 297 9.94 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. 298 9.95 Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm) with double speed adjustment with necessary accessories and screws etc. complete. 299 9.96 Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles with necessary screws etc. complete (best make of approved quality). 300 9.97 Providing and fixing chromium plated brass 100 mm mortice latch with one dead bolt and a pair of lever handles with necessary screws etc. complete (best make of approved quality). 301 9.98 Providing and fixing chromium plated brass night latch including necessary screws etc. complete (Best make of approved quality). 302 9.99 Providing and fixing special quality chromium plated brass cupboard locks with six levers including necessary screws etc. complete (Best make of approved quality) of : 9.99.1 Size 40 mm 9.99.2 Size 50 mm 9.99.3 Size 65 mm 9.99.4 Size 75 mm 303 9.100 Providing and fixing chromium plated brass 50 mm cupboard or wardrobe knobs with nuts complete. 304 9.101 Providing and fixing chromium plated brass sliding door bolts ISI marked with nuts and screws etc complete. 9.101.1 300x16mm 9.101.2 250x16mm 305 9.102 Providing and fixing chromium plated brass tower bolts ISI marked with nuts and screws etc complete. 9.102.1 400X10mm 9.102.2 300x10mm 9.102.3 250x10mm 9.102.4 200x10 mm 9.102.5 150x10 mm 9.102.6 100x10 mm 306 9.103 Providing and fixing chromium plated brass door latch ISI marked with necessary screws etc complete. 9.103.1 300x16x5mm 9.103.2 250x16x5mm 307 9.104 Providing and fixing chromium plated brass night latch ISI marked with necessary screws etc complete. 308 9.105 Providing and fixing chromium plated brass handles with necessary screws etc. complete: 9.105.1 125 mm 9.105.2 100 mm 9.105.3 75 mm 309 9.106 Providing and fixing chromium plated brass casement window fastener with necessary screws etc. complete. 310 9.107 Providing and fixing chromium plated brass casement stays (straight peg type) with necessary screws etc. complete : 9.107.1 300 mm weighing not less than 330 gms 9.107.2 250 mm weighing not less than 280 gms 9.107.3 200 mm weighing not less than 240 gms 311 9.108 Providing and fixing ISI marked aluminium butt hinges 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: Note:- Aluminum hinges shall not be used in wooden shutters. 9.108.1 125x75x4 mm 9.108.2 125x63x4 mm 9.108.3 100x75x4 mm 9.108.4 100x63x4 mm 9.108.5 100x63x3.2 mm 9.108.6 75x63x4 mm 9.108.7 75x63x3.2 mm 9.108.8 75x45x3.2 mm 312 9.109 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: 9.109.1 300x16 mm 9.109.2 250x16 mm 313 9.110 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: 9.110.1 400X10mm 9.110.2 300x10 mm 9.110.3 250x10 mm 9.110.4 200x10 mm 9.110.5 150x10 mm 9.110.6 100x10 mm 314 9.111 Providing and fixing aluminium pull bolt lock anodised ISI marked (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with necessary screws bolts, nut and washers etc. complete. 315 9.112 Providing and fixing 50cm long aluminium kicking plate 100x3.15 mm 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. 316 9.113 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: 9.113.1 125 mm 9.113.2 100 mm 9.113.3 75 mm 317 9.114 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. 9.114.1 Single rubber stopper 9.114.2 Twin rubber stopper 318 9.115 Providing and fixing aluminium casement window stays 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. 319 9.116 Providing and fixing aluminium tee channels (heavy duty) with rollers, stop end in pelmets as curtain rod. 320 9.117 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. 321 9.118 Providing and fixing PTMT handles with necessary screws etc. complete. 9.118.1 125x34x24 mm weighing not less than 23 gms. 9.118.2 150x34x24 mm weighing not less than 26 gms. 322 9.119 Providing and fixing PTMT Butt hinges with necessary screws etc. complete. 9.119.1 75x60x10 mm fitted with 5.5 mm dia M.S. Bright Bar Rod weighing not less than 34 gms. 9.119.2 100x75x10 mm fitted with 5.5 mm dia MS Bright Bar Rod weighing not less than 53 gms. 323 9.120 Providing and fixing PTMT Tower Bolts with 12 mm one piece rod inside and necessary screws etc., complete. 9.120.1 152x42x18 mm weighing not less than 60 gms. 9.120.2 202x42x18 mm weighing not less than 78 gms. 324 9.121 Providing and fixing PTMT door catcher of length 72 mm and dia. of 42 mm with suitable washers weighing not less than 33 gms. 325 9.122 Providing and fixing PTMT hanging type floor door stoper with necessary screws etc complete. 326 9.123 Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws: 9.123.1 35 mm thick shutters with ISI marked M.S. pressed butt hinges bright finished of required size. 9.123.1.1 Second class teak wood. 9.123.1.2 Kiln seasoned and chemically treated Haldu, Kail, Bija wood. 9.123.1.3 Kiln seasoned selected class of sheesham wood. 9.123.2 35 mm thick shutters with ISI marked stainless steel butt hinges of required size. 9.123.2.1 Second class teak wood. 9.123.2.2 Kiln seasoned and chemically treated Haldu, Kail, Bija wood. 9.123.2.3 Kiln seasoned selected class of sheesham wood. 9.123.3 30 mm thick shutters with ISI marked M.S. pressed butt hinges bright finished of required size. 9.123.3.1 Second class teak wood. 9.123.3.2 Kiln seasoned and chemically treated Haldu, Kail, Bija wood. 9.123.3.3 Kiln seasoned selected class of sheesham wood. 9.123.4 30 mm thick shutters with ISI marked stainless steel butt hinges of required size. 9.123.4.1 Second class teak wood. 9.123.4.2 Kiln seasoned and chemically treated Haldu, Kail, Bija wood. 9.123.4.3 Kiln seasoned selected class of sheesham wood. 327 9.124 Providing and fixing fly proof stainless steel grade 304 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. 0.50 mm all complete. 9.124.1 With 2nd class teak wood beading 62x19 mm. 9.124.2 With 12 mm mild steel U beading. 328 9.125 Providing and fixing Bamboo jaffery/ fencing consisting of superior quality 25mm dia (Average) half cut bamboo placed vertically and fixed together with three numbers horizontal running members of Haldu, Kail, Bija wood in scantling of section 50x25mm fixed with nails and G.I wire on existing support complete as per direction of Engineer-in-charge. 329 9.126 Providing and fixing wooden moulded corner beading of triangular shape to the junction of panelling etc. with iron screws, plugs and priming coat on unexposed surface etc. complete 2nd class teak wood. 50x50mm (base and height). 330 9.127 Providing and fixing 2nd class teak wood lipping/ moulded beading or Taj beading of size 18x5mm fixed with wooden adhesive of approved quality and screws/ nails on the edges of the Pre-laminated particle board as per direction of Engineer- in-charge. 331 9.128 Providing and fixing bright finished 100mm mortice lock with 6 levers without pair of handles for aluminium door with necessary screws etc complete (Best make of approved quality) as per direction of Engineer-in-charge. 332 9.129 Providing and fixing magnetic catcher in cupboard / ward robe shutters including fixing with necessary screws etc. complete (Best make of approved quality). 9.129.1 Triple strip vertical type. 9.129.2 Double strip (horizontal type). 333 9.130 Providing and fixing magic eye in door shutters including fixing. Complete (Best make of approved quality). 334 9.131 Providing and fixing powder coated telescopic drawer channels with necessary screws etc. complete as per directions of Engineer-in-charge. 9.131.1 300mm long 9.131.2 450mm long 9.131.3 500mm long 335 9.132 Providing and fixing sliding arrangement in racks/ cupboards/cabinets shutter by P/F stainless steel rollers to run inside C or E aluminium channel section (The payment of C or E channel shall be made separately) 336 9.133 Providing and fixing 12mm 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 25mm to 40mm thick. 9.133.1 Marine plywood conforming to IS: 710 9.133.2 Fire retardant plywood conforming to IS: 5509. 337 9.134 Providing and Fixing 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 quality conforming to IS : 2046 Type S including cost of adhesive of approved quality. 9.134.1 1.5 mm thick. 9.134.2 1.0 mm thick. 338 9.135 Providing and fixing cup board shutters 25mm thick, with Pre-laminated flat pressed three layer particle board or graded wood particle board IS: 12823 marked exterior grade (Grade l Type ll) having one side decorative lamination and other side balancing lamination including IInd class teak wood lipping of 25mm wide x12 mm thick with necessary screws and bright finished stainless steel piano hinges complete as per direction of the Engineer-in-Charge. 339 9.136 Providing and fixing cup board shutters with 25mm thick veneered particle board IS : 3097 marked exterior grade (Grade I) of approved make including IInd class teak wood lipping of 25mm wide x 12 mm thick with necessary screws and bright finished stainless steel piano hinges complete as per direction of Engineer-in- Charge. 9.136.1 With decorative veneering on one side and commercial veneering on other side. 9.136.2 With non decorative veneering on both sides. 340 9.137 Providing and fixing factory made shutters of 25 mm thick Pre-laminated particle board flat pressed three layer or graded wood particle board with one side decorative finish and other side balancing lamination conforming to IS: 12823 Grade l Type ll, of approved design, and edges sealed with water resistant paint and lipped with aluminium U type edge beading all- round the shutter, including fixing with angle cleat, grip strip, cadmium plated steel screws including fixing of aluminium hinges 100x63x4 mm etc. complete as per architectural drawing and direction of Engineer-in-Charge (Cost of U beading and hinges will be paid for separately). 341 9.138 Providing and fixing in wall lining MDF board medium density fibre board IS: 14587:1998 marked, Pre-laminated one side decorative lamination and other side balancing lamination, with necessary fixing arrangement and screws etc. complete. 9.138.1 12 mm thick. 9.138.2 18 mm thick. 9.138.3 25 mm thick. 342 9.139 Providing and fixing 25mm thick pre- laminated medium density fibre board exterior grade(Grade-I) IS:14587:1998 marked one side decorative to be sealed with PVC edge bending tape 2.00 mm thick of approved brand including ISI marked nickeled plated bright finishing M.S. piano hinges IS:3818 marked with necessary screwed complete 343 9.140 Providing and fixing skirting with Pre- laminated medium density fibre board exterior grade (Grade-I) IS: 14587:1998 marked, with necessary fixing arrangements and screws, including drilling necessary holes for rawl plugs etc. and edges to be sealed with PVC edge bending tape 2.00 mm thick of approved brand complete. 9.140.1 18 mm thick 9.140.2 25 mm thick 344 9.141 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 to be provided at the horizontal joints of two boards, 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. 9.141.1 75mm overall thickness partition with 12.5 mm thick double skin fire rated glass reinforced gypsum (GRG) plaster board conforming to IS: 2095: part 3 1996 Board with BIS certification marks. 9.141.2 75mm overall thickness partition with 12.5 mm thick double skin tapered edged plain Gypsum plaster board conforming to IS:2095: part I 1996 Board with BIS certification marks. 9.141.3 66mm overall thickness Partition with 8mm thick double skin Calcium Silicate Board made with Calcareous and Siliceous materials reinforced with cellulose fiber manufactured through autoclaving process with Compressive Strength 225 kg/sq.cm, Bending Strength 100 kg./sq.cm. 9.141.4 66mm overall thickness partition using 8mm thick double skin non- asbestos multipurpose cement board reinforced with cellulose fibre manufactured through autoclaving process (High pressure steam cured) as per IS: 14862 with suitable fibre cement screw. 9.141.5 68mm overall thickness partition using 9mm thick Heavy Duty Fibre Cement Board double skin non asbestos, reinforced with cellulose fibre,manufactured through autoclaving proces(High presssure steam cured)Type A, Category 4 conforming to IS 14862:2000. (for wet areas) 9.141.6 70 mm overall thickness Partition using 10mm thick double skin non-asbestost multipurpose termite, fire & moisure resistance (acoustic 30db) cement bonded particle board as per IS: 14276 with suitable cement bonded board screw. 345 9.142 Providing and fixing, in position concealed G.I. section for wall paneling using board of required thickness fixed on the W profile (0.55mm thick ) having a knurled web of 51.55mm and two flanges of 26mm each with lips of 10.55 mm, placed @ 610mm C/C with fully threaded self- tapping dry wall screws. Board is fixed to the W profile with 25 mm countersunk ribbed head screws @ 200mm C/C., all complete as per the drawing and directions of engineer-in-charge the joints of the boards are finished with specially formulated jointing compound and 48mm wide jointing tape to provide seamless finish. 9.142.1 10 mm thick tapered edge calcium silicate board made with calcareous and siliceous materials reinforced with cellulose fibre manufactured through autoclaving process to give stable crystalline structure, with compressive strength 225 kg/sq.cm, Bending strength 100 kg/sq.cm. 9.142.2 12 mm thick Gypsum board conforming to IS: 2095 Part-I. 9.142.3 8 mm thick non-asbestost multipurpose termite, fire & moisure resistance cement bonded particle board as per IS: 14276 with suitable cement bonded board screw. 9.142.4 8mm Both side Factory Prelamianted cement bonded particle board as per IS: 15786. 9.142.5 9mm thick non asbestos,heavy duty fibre cement board reinforced with cellulose fibre manufactured through autoclaving process(High pressure steam cured) Type A,Category 4, conforming to IS 14862. 346 9.143 Providing and fixing frame work for partitions/ wall lining etc. made of 50x50x1.6mm hollow MS tube, placed along the walls, ceiling and floor in a grid pattern with spacing @ 60 cm centre to centre both ways (vertically and horizontally ) including making provision for opening for doors, windows, electrical conduits, switch boards etc., including providing with two coats of approved steel primer etc. complete, all as per direction of Engineer- in-charge. 347 9.144 Providing and fixing panelling or paneling 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 rebated to be measured). Panelling for panelled and glazed shutters 25mm to 40mm thick: Pre-laminated with decorative lamination on both side exterior Grade - I MDF Board 12 mm thick confirming to IS:14587 348 9.145 Providing and fixing Pre -laminated medium density fibre board exterior grade (Grade-I) IS: 14587:1998 marked, to frame, backing or studding with screws etc. complete (Frames, backing or studding to be paid separately). 9.145.1 Board 12 mm thick 9.145.2 Board 18 mm thick 349 9.146 Providing and fixing Pre-laminated medium density fibre board IS: 14587:1998 marked, with one side decorative lamination other side balancing lamination Grade-I(exterior grade) in shelves with screws and fittings wherever required, edges to be sealed with PVC edge bending tape 2.00 mm thick of approved brand (fittings to be paid separately). 9.146.1 18 mm thick 9.146.2 25 mm thick 350 9.147 Providing and Installation of acoustical wall panelling fabric finish hardened square edge, FR grade fabric (colour as approved by Egnineer in charge) wrapped soft fibre core (glass fibre) panel having metal framing, of size 600x2100x25mm having density 100-120Kgs/ m3, weight 3.0kg/m2 NRC up to 0.9 installed by using impaling clip. Impaling clips are attached directly to the wall/frame work with the points extending outward. Then panels shall positioned and pressed into place. 351 9.148 Providing and installation of acoustical wall panelling wood finish Slats made out of HDF board , Melamine / veneer laminated finish, perforated wooden grooved slats (2mm grooves @ 8mm centers) / (2mm Slats @16mm pitch) / (2mm grooves @ 32mm centers) / (2mm grooves @ 64mm centers), Aluminium core cross channel having thickness 0.5mm, length 2400mm, web 15mm and 27mm, depth 18mm and flanges of 7mm with suitable edge and centre brackets is then fixed perpendicular to the cross channel with the help of fasteners at every 400mm centers. Contractor to Provide expansion joints of 3mm at every 5mts bothways. 352 9.149 Providing and installation of paintble acoustic wall panelling consisting of strand kerfed edge paint finished as approved by Engineer in charge. magnesite bonded wood fiber panels of size 600x2400x20mm having density 400kg/m3, weight 8- 20kg/m2 which is fixed to GI strut system. fastened to wall positioned horizontally in a regular manner at 600mm centers. PVC Vinyl core UV treated H-Spline having thickness 2mm and length 2400mm to be fixed perpendicular to the Cross channel at 600mm centers. The Kerfed edge panels shall be then inserted into the H-spline against wall to perfect fit. 9.149.1 Wt. 8.20 kg/m2 9.149.2 Wt. 4.2 kg/m2 353 9.150 Providing and fixing plain lining with necessary screws/nuts and bolts/ nails including a coat of approved primer on one face and fixed on wooden /steel frame work complete as per direction of Engineer-incharge. (Frame work shall be paid forseparately) 9.150.1 12mm thick commercial ply conforming to IS: 1328 BWR type. 9.150.2 18mm thick commercial ply conforming to IS: 1328 BWR type. 354 9.151 Providing and Installation of acoustic wall panelling consisting of Soak Coard of selected colours as approved by Engineer in charge. Kerf edge Fabric wrapped wood fiber panels of size 600x2400x20mm having density 400Kgs/m3, weight 4- 20kg/m2 installed by using GI strut system. PVC Vinyl core UV treated H-Spline having thickness 2mm and length 2400mm to be fixed perpendicular to the Cross channels at 600mm centers. Kerfed edge Fabric wrapped panels shall be then inserted into the H-spline against wall to perfect fit. 355 9.152 Providing and Installation of acoustic wall panelling consisting of Soak Cord of selected colours as approved by Engineer in charge, square edge Fabric wrapped wood fiber panels of size 600x1200x10mm having density 400Kgs/m3, weight 4- 20kg/m2 installed by using GI struts,Z bars. GI Z bars having 40mm height, thickness 1.2mm is first fixed behind the panels by identifying resin spots by using suitable fasteners.Clean exposed surfaces of wall and ensure walls are in plumb line before installing on wall (provide necessary packing shims if required). Soak cord square edge panels shall be slided into the Z bars fixed on wall. 356 9.153 Providing and installation of acoustic wall panelling consisting of Stretch NRC by using FR Grade NRC fabric of size 1700mm width, shall be stretched by using wooden base 10mm thick, rigid vinyl Stretch Tracks half wrap/ full wrap 25mm and Midseam 300mm centers. The fabric is stuck on the Align Tape (by removing the protective cover) at the same time as being stretched and tucked into the Stretch tracks and secure into the locking jaws so that it will be smooth, free of wrinkles with the tucking tools. Note -minimum 50mm additional fabric is required for tucking hence maximum module width would be 1600mm. 357 9.154 Providing and Installation of wall panelling consisting of Square edge Magnesia core panels of size 1100x2400x8mmmm having density 1000kgs/m3, weight 8kg/m2 installed by using GI Strut system. The GI struct system includes Cross channel having thickness 0.45mm, length 3600mm, knurled web 40, depth 10mm and equal flanges of 15mm is fastened to wall positioned horizontally in a regular manner at 600mm c/c. The panels to be fixed on the cross channel with suitable fasteners. 358 9.155 Supplying and installation of magnesia block 66 mm thick drywall partition including Framework includes Floor/ Head GI channels having thickness 0.5mm, length 3600mm, equal flanges of 32mm and web of 50mm fixed to floor and ceiling with suitable fasteners at 300mm centers staggered. Second layer of magenesia oxide block 8mm thick should be fixed other side of the frame work similar fashion as the first layer. 3mm gap should be maintained between boards.3 mm gap shall be filled with jointing compound. Magnesia oxide block shall have following physical charecterstics. 9.155.1 Using 8mm thick magnesia block 9.155.2 Using10mm thick magnesia block 9.155.3 Using12mm thick magnesia block 9.155.4 Using12mm thick magnesia block 359 9.156 Add extra for providing and fixing Thermal insulation by providing 50mm thick synth PF having dencity 1000 GSM within the cavity held in position by using chicken wire mesh/ cross bracing/ pasting to the wall. 360 9.157 Providing and laying Gypsum panel partitions 100mm thick with water proof Gypsum panels of size 666x500x100mm, made of calcite phosphor Gypsum fixed with tongue and groove, jointed with bonding plaster as per manufacturers specifications in superstructure above plinth level up to floor II level. Gypsum blocks will have a minimum compressive strength of 9.3 kg/cm2. 361 9.158 Providing and fixing factory made UPVC door frame made of UPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frame reinforced by galvanized M.S. tube of size 19 X 19mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturers specification and direction of Engineer-in-charge: 9.158.1 Extruded section Profile size 48x40 mm. 9.158.2 Extruded section Profile size 42x50 mm. 362 9.159 Providing and fixing Panelled UPVC door shutter to existing door frames. 24 mm thick factory made UPVC door shutters made of styles and rails of a UPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturers specification and direction of Engineer-in-charge. (For W.C. and bathroom door shutter). 363 9.160 Providing and fixing UPVC panelled door shutter UPVC 30 mm thick factory made PVC or UPVC door shutter made of styles and rails of a UPVC hollow section of size 60x30 mm and wall thickness 2 mm (± 0.2 mm), The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturers specification and direction of Engineer-in-charge. 364 9.161 Providing and fixing 25mm thick PVC flush door shutters made out of a one piece Multi chamber extruded PVC section of the size of 762mmx25mm or less as per requirement with an average wall thickness of 1mm (± 0.3mm). PVC foam end cap of size 23x10mm are provided on both vertical edges to ensure the overall thickness of 25mm. The Top and Bottom edges of the shutter are covered with an end-cap of the size 25mmx11mm. Door shutter shall be reinforced with special polymeric reinforcements as per required specification and direction of Engineer-in- charge to take up necessary hardware and fixtures. Stickers indicating the locations of hardware will be pasted at appropriate places. 365 9.162 Providing and fixing 37 mm thick factory made PVC door shutter, styles and rails made of PVC hollow section of size 100mmx37mm with wall thickness 2mm (±0.2mm), 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 100mmx37mm, wall thickness 2mm (+0.2mm) will be fixed to the vertical styles. Providing with PVC snapfit beads and panel of size 100mmx20 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. 366 9.163 Providing and Fixing, factory made, PVC door frame made of PVC extruded sections of size 75mmx53 mm, having wall thickness 2.0mm (±0.2mm). Both verticals sides of the frame reinforced with PVC profile of cross section size 28mm x 30mm x2mm thickness (± 0.2 mm) and 75mmx200 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 125mm long stainless steel hinges to frame, fixing the frame with jamb with required nos. and sizes of anchor dash fastener, all complete as per manufacturers specification and direction of engineer-in-charge. 367 9.164 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 115mm x 37mm with wall thickness , panels of 100 x 20 mm printed and laminated and inserting 2 nos. 6 mm dia. bright steel rod horizontally with both side threaded and tightened with check nuts and washers complete, all as per manufacturers specification and direction of Engineer-in-Charge. 368 9.165 Providing and fixing factory made P.V.C. door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos. of 150mm long brackets of 15x15mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100mm size, complete as per manufacturers specification and direction of Engineer-in- Charge. 369 9.166 Providing and fixing factory made 30 mm thick PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for styles and 15x15mm for top and bottom rails. M.S. frame shall have a coat of steel primers and joined together with solvent cement adhesive. An additional 5mm thick PVC strip of 20mm width is to be stuck on the interior side of the C Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge. Manufacturer’s specification and drawing. 9.166.1 Plain PVC door shutters. 9.166.2 Pre laminated PVC door shutters. 370 9.167 Providing and fixing factory made door frame (single rebate) made out of single piece extruded solid PVC foam profile with homogenous fine cellular structure having smooth outer integral skin having 62 mm width and 32 mm thickness, frame will be mitred and Jointed with self driven self tapping screws of size 38 mm x 4 mm and PVC solvent cement, including fixing the frame to wall with suitable dia and length anchor fastener as per manufacturer’s specification and direction of Engineer-in-charge. 371 9.168 Providing and fixing factory made 30 mm thick door shutter made of solid PVC foam profile. The styles and rails shall be of size 75 mmx30 mm having wall thickness 5 mm. The styles, top and bottom rails shall have one side wall thickness of 15 mm integrally extruded in the middle of the lock rail and fixed with styles with the help of PVC solvent cement and self driven self tapping screws of size 100 mmx8 mm complete as per manufacturers specifications and direction of Engineer-in-charge: 9.168.1 Non decorative finish. 9.168.2 Decorative finish (both side wood grained finish). 372 9.169 Providing and fixing factory made single extruded WPC(Wood Polymer Composite) solid door/window/ceosetory windows and other frames/chowkhat comprising of virgin polymer of K value 58-60 of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S. hold fast/lugs/S.S.dash fasteners of required dia and length complete as per direction of Engineer-in-Charge. (M.S. hold fast/lugs or S.S. dash fasteners shall be paid separately) 9.169.1 Single rebate (75 mm X 50 mm) 9.169.2 Single rebate (100 mm X50 mm) 9.169.3 Single or double rebate (125 mm X 65 mm) 373 9.170 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice .husk/wheat husk) and non toxic additives property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-InCharge. (Note: stainless steel butt hinges and necessary S.S screws shall be paid separately) 9.170.1 24 mm thick WPC (Wood polymer composite) solid plain flush door shutter 9.170.2 28 mm thick WPC (Wood polymer composite) solid plain flush door shutter 9.170.3 30 mm thick WPC (Wood polymer composite) solid plain flush door shutter 9.170.4 35 mm thick WPC (Wood polymer composite) solid plain flush door shutter 374 9.171 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid decorative type flush door shutter of required size comprising of virgin polymer of K value 58-60 of approved design pasted with hot melt adhesive on both faces of shutter and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-InCharge. (Note: stainless steel butt hinges and necessary S.S screws shall be paid separately). 9.171.1 30 mm thick WPC (Wood Polymer Composite) solid decorative type flush door shutter 9.171.2 35 mm thick WPC (Wood Polymer Composite) solid decorative type flush door shutter 375 9.172 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid board one side white colour and other side of board laminated with PVC foil of minimum 14 micron thickness of approved design pasted with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel piano hinges/soft close clip on concealed hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In-Charge. (Note: stainless steel piano hinges/soft close clip on concealed hinges and necessary S.S screws shall be paid separately) 9.172.1 18 mm thick 9.172.2 25 mm thick 376 9.173 Providing and fixing factory made single extruded WPC (Wood polymer composite solid plain white color board for backing of cupboards and bathrooms/ kitchen cabinets etc. of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel screws etc. all as per direction of Engineer-in-Charge. (Note: stainless steel screws shall be paid separately) 9.173.1 6 mm thick 9.173.2 12 mm thick 377 9.174 Providing and fixing factory made 18 mm thick single extruded WPC (Wood Polymer Composite) solid plain white colour board Jali CNC (Computer numeric control) routed of approved design by Engineer-in -charge which are machine cut for duct/shaft covering, partitions and facades comprising of virgin polymer of K value 58-60 of approved steel primer, placed at grid made at 1.0 x 1.0 m or as per requirement at site with necessary stainless steel fasteners and SS screws etc., all complete as per direction of Engineer-In-Charge. (Note: M.S (mild steel) framework with priming coat and necessary SS fasteners and SS screws shall be paid separately. 378 9.175 Providing and fixing PVC Door Frame of size 50x47mm 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 2nos of PVC bracket of size 40x20mm M.S. rectangular tube of 0.8 mm , including providing EPDM rubber gasket weather seal throughout the frame, including jointing 5mm PVC frame strip with PVC solvent cement on the back of the profile. The door frame to be fixed to the wall using 8x100mm long anchor fasteners complete, all as per manufacturer’s specification and direction of Engineer -in- charge. 379 9.176 35 mm thick factory made Solid panel PVC Door shutter made out of single piece extruded soild PVC profiles, 5mm (±0.2mm) thick, having styles and 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 solid core in middle of rail section integrally extruded, fixing the styles and rails with the help of solvent and self driven self tapping screws of 125 mm x11 mm, including providing 5mm Single piece solid PVC extruded sheet inserted in the door as panel, all complete as per manufacturers specification and direction of Engineer-in- charge. 9.176.1 Non decorative finish (matt finish). 9.176.2 Decorative finish (wood grained finish). 380 9.177 Providing and fixing PVC rigid foam sheet 1mm thick on existing door shutters (bathroom and W.C. doors) using synthetic rubber based adhesive. 381 9.178 Providing and fixing Fibre Glass Reinforced plastic (FRP) Door Frames of cross-section 90mm x 45mm having single rebate of 32mmx15mm to receive shutter of 30mm thickness .The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat .Doorframe laminate shall be 2mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fibreglass from all sides. MS stat shall be provided 382 9.179 Providing and fixing to existing door frames. 30 mm thick glass 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 5mm thick FRP laminate for panels conforming to IS: 14856 including fixing to frames. 383 9.180 Providing and fixing door frame FRP 30mm thick fiberglass reinforced Plastic (F.R.P.) flush door shutter in different plain and wood inish made with fire retardant grade unsaturated polyurethane foam (PUF)/Polystyrene foam to be used as filler material throughout the hollow panel, casted monolithically with testing parameters of F.R.P. laminate conforming to table - 3 of IS: 14856, complete as per direction of Engineer-in-charge. 384 9.181 Providing and fixing factory made Fibreglass Reinforced plastics (F.R.P.) chajja 4mm thick of required colour, size and design made by Resin Transfer Moulding (RTM) FRP Chajja should be manufactured using unsaturated Polyester resin as per IS: 6746 duly reinforced with fibre glass chopped strand mat (CSM) as per IS: 11551 complete with protective Gel coat U/V coating on Top for complete resistance from the extreme of temperature, weather and sunlight. 385 9.182 Providing and fixing fire resistant door frame of section 143x57 mm having built in rebate made out of 16 SWG G.I.sheet (zinc coating not less than 120 gm/sqm) duly filled with vermuculite based of size 10x4 mm (minimum) alround the frame and fixing with dash fastener of approved size and make, including applying a coat of approved brand fire resistant primer etc. complete as per direction of Engineer-in- charge (Dash fastener to be paid for separately). 386 9.183 Providing and fixing 50 mm thick glazed fire resistant door shutters of 60 minutes fire rating conforming to IS:3614 (Part-II) tested and certified as per laboratory approved by Engineer-in-charge with suitable mounting on door frame, consisting of vertical styles, lock rail, top rail 100mm wide, bottom rail 200mm wide, made out of 16 SWG G.I.sheet (zinc coating not less than 120 gm/m2) duly filled FR insulation material and fixing with necessary stainless steel ball bearing hinges of approved make, including applying a coat of approved fire resistant primer etc. all complete as per direction of Engineer-in-charge (panneling to be paid for separately). 387 9.184 Providing and fixing glazing in fire resistant door shutters, fixed panels, ventilators and partitions etc., with G.I. beading of appropriate size made out of 20 SWG G.I.sheet (zinc coating not less than 120 gm/m2), fire resistant sealant, including applying a coat of approved fire resistant primer on G.I. beading etc. complete all as per direction of Engineer- in-charge. With clear fire resistant glass panes 6mm thick of approved brand, having minimum 60 minutes fire resistance. 388 9.185 Providing and fixing panic bar / latch (Double point) fitted with a single body, Trim Latch and Lock on back side of the Panic Latch of reputed brand and manufacture to be approved by the Engineer- in- charge, all complete. 389 9.186 Providing and Fixing factory made UPVC door frame made of UPVC exturded sections, of size 65 mmx55 mm with wall thickness 2.0 mm (±0.2 mm), corners of the door frame to be mitred cut and jointed with plastic brackets and stainless steel screws, reinforcing hinge side vertical of the frames with PVC profile of Size 28 mmx30 mm having wall thickness 2 mm (±0.2mm), including providing and fixing 3 nos. of 125 mm long stainless steel hinges to the frame, fixing the frame with jamb with required number and size of anchor dash fastners, all complete as per manufacturers specification and direction of Engineer-in-charge. 390 9.187 Providing and Fixing, UPVC factory made, white colour casement/sliding window and door made of extruded profiles. Profiles of frames and sash 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 galvanised steel profile to be inserted in required profile, frame will be fixed to the wall with 8 mmx100 mm long fasteners, all complete as per direction of Engineer-in-charge. (Glazing, hardware hinges and fitting etc. to be paid separately.) 9.187.1 Casement Window (Outward/Inward opening) with hinge System. 9.187.1.1 Frame (50 mm x 50mm) 9.187.1.2 Sash (Style and Rail) (62 mm x 34 mm) 9.187.1.3 Mullion (intermediate Section) (66mm x 50 mm) 9.187.1.4 ‘T Profile (one vertical length in between two shutters) (24mm x 34.5mm) 9.187.1.5 Glazing bead (12mm x 18mm) 9.187.2 Casement Window (With friction hinge and outward opening) 9.187.2.1 Casement Frame (67mm x 62mm) 9.187.2.2 Casement Window Sash/Mullion (67mm x75mm) (style, rail and intermediate section) 9.187.2.3 Casement Glazing bead (35mm x 18 mm) 9.187.3 Sliding Window (Two Track, 2/4 Shutters) 9.187.3.1 Two Track Sliding Frame (67mm x 52mm) 9.187.3.2 Sliding window Sash (60mm x 44mm) 9.187.3.3 Sliding Interlock for Window (one vertical length in each shutter)(45.5 mm x 28 mm) 9.187.3.4 Sliding Glazing bead (35 mm x 18 mm) 9.187.4 Sliding Door (Two Track, 2/4 Shutters) 9.187.4.1 Two Track Sliding Frame (67mm x 52mm) 9.187.4.2 Sliding Door Sash (80mm x 44mm) 9.187.4.3 Sliding Interlock for Door (one vertical length in each shutter) (45.5 mm x 28 mm) 9.187.4.4 Sliding Glazing bead (35 mm x 18 mm) 391 9.188 Providing and fixing stainless steel (SS- 304 grade) friction hinges to the side/ top hung UPVC windows, of approved quality with necessary stainless steel screws etc. as per direction of Engineer-in-charge. 9.188.1 200 x 19 x 1.9 mm 9.188.2 250 x 19 x 1.9 mm 9.188.3 300 x 19 x 1.9 mm 9.188.4 350 x 19 x 1.9 mm 9.188.5 400 x 19 x 1.9 mm 392 9.189 Providing and fixing casement handle made of zinc alloyed (white powder coated) for UPVC casement window with necessary screws etc. complete. 393 9.190 Providing and fixing zinc alloyed (white powder coated) touch lock for UPVC sliding window with necessary screws etc. complete. 394 9.191 Providing and fixing steel roller for UPVC sliding window with necessary screws etc. complete. 395 9.192 Providing and fixing steel roller for UPVC sliding door with necessary screws etc. complete. 396 9.193 Providing and fixing steel (white powder coated) crescent lock for UPVC sliding window/ door with necessary screws etc. complete. 397 9.194 Providing and fixing factory made UPVC white colour casement/casement cum fixed glazed windows comprising of UPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately) Note: For UPVC frame, sash and mullion extruded profiles minus 5% tolerancein dimension 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. 9.194.1 Casement window single panel with S.S. friction hinges (300 x 19 x 1.9 mm), made of (small series) frame 47 x 50 mm & sash 47 x 68 mm both having wall thickness of 1.9 ± 0.2 mm and single glass pane glazing bead of appropriate dimension. (Area of window upto 0.75 sqm.) 9.194.2 Casement window double panels with S.S. friction hinges (300 x 19 x 1.9 mm) made of (small series) frame 47 x 50 mm, sash 47 x 68 mm & mullion 47 x 68 mm all having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (Area of window above 0.75 sqm upto 1.50 sqm). 9.194.3 Casement window double panels with top fixed with S.S. friction hinges (350 x 19 x 1.9 mm) made of (small series) frame 47 x 50 mm, sash 47 x 68 mm & mullion 47 x 68 mm all having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (Area of window upto 2.50 sqm). 9.194.4 Casement window single panel with S.S. friction hinges (400 x 19 x 1.9 mm) made of (big series) frame 67 x 60 mm & sash 67 x 80 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 0.75 sqm.) 9.194.5 Casement window duble panel with S.S. friction hinges (400 x 19 x 1.9 mm) made of (big series) frame 67 x 60 mm & sash 67 x 80 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 1.50 sqm.) 9.194.6 Casement cum fixed panel window having both and single casement panel, middle fixed panels and at top completely fixed ventilator with S.S. friction hinges (350 x 19 x 1.9 mm) made of (big series) frame 67 x 60 mm & sash 67 x 80 mm & mullion 67 x 80 all having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 3.00 sqm. Upto 5.00 sqm.) 398 9.195 Providing and fixing factory made UPVC white colour fixed glazed windows/ ventilators comprising of UPVC multi- chambered frame and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to UPVC profile), UPVC extruded glazing beads of appropriate dimension, EPDM gasket, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic capsof approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately). Note: - For UPVC frame, sash and mullion extruede profiles minus 5% tolerance in dimension 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. 9.195.1 Fixed window / ventilator made of (small series) frame 47 x 50 mm & mullion 47 x 68 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (Area upto 0.75 sqm.) 399 9.196 Providing and fixing made UPVC white colour casement/ casement cum fixed glazed door comprising of UPVC multi- chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length of approved quality, all complete as per approved drawing & direction of Engineer- in-Charge. (Single / double glass panes and silicon sealent shall be paid separately). Note: - For UPVC frame, sash and mullion extruede profiles minus 5% tolerance in dimension 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. 9.196.1 Casement door with 3D hinges made of (big series) frame 67 x 64 mm & sash 67 x 110 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of door upto 2.00 sqm). 9.196.2 Casement door with top hung ventilator with 3D and S.S. friction hinges (400 x 19 x 1.9 mm) made of (big series) frame 67 x 64 mm, sash 67 x 110 mm & mullion 67 x 80 mm all having wall thickness of 2.3 ±. 0.2 mm and single glazing bead /double glazing bead of appropriate dimension. (Area of door upto 2.50 sqm). 400 9.197 Providing and fixing factory made UPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of UPVC multi-chambered frame with in- built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately) Note: - For UPVC frame, sash and mullion extruede profiles minus 5% tolerance in dimension 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. 9.197.1 Two track two panels sliding window made of frame 52 x 44 mm &sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (Area of window upto 1.75 sqm) 9.197.2 Three track three panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension (Area of window upto 1.75 sqm). 9.197.3 Two track two panels sliding window made of frame 67 x 50 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension (Area of window above 1.75 sqm upto 2.50 sqm). 9.197.4 Three track three panels sliding window with fly proof S.S wire mesh (Two nos. glazed & one no. wire mesh panels) made of frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead/double glazing bead of appropriate dimension. (Area of window above 1.75 sqm). 9.197.5 Three track three panels sliding window made of frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 ±0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 1.75 sqm) 401 9.198 Providing and fixing factory made UPVC white colour sliding glazed window above 1.50 m in height dimension comprising of UPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately). Note: - For UPVC frame, sash and mullion extruede profiles minus 5% tolerance in dimension 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. 9.198.1 Two track two panels sliding window made of frame 67 x 50 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 2.50 sqm upto 4.00 sqm). 9.198.2 Two track four panels sliding window made of frame 67 x 50 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 4.00 sqm upto 8.00 sqm). 402 9.199 Providing and fixing factory made UPVC white colour sliding glazed door comprising of UPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section madAfter 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 approved quality, all complete as per approved drawing & direction of Engineer- in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately).Note: - For UPVC frame and sash extruded profiles minus 5% tolerance in dimension 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. 9.199.1 Two track two panels sliding door made of frame 67 x 50 mm & sash 46 x 82 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of door above 2.00 sqm upto 10.00 sqm). 9.199.2 Two track four panels sliding door made of frame 67 x 50 mm & sash 46 x 82 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of door above 8.00 sqm upto10.00 sqm). 9.199.3 Three track three panels sliding door made of frame 116 x 45 mm & sash 46 x 82 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead/ double glazing bead of appropriate dimension. (Area of door above 5.00 sqm) 9.199.4 Three track three panels sliding door with fly proof S.S wire mesh (Two nos. glazed & one no. wire mesh panels) made of frame 116 x 45 mm & sash 46 x 82 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of door above 2.00 sqm upto 5.00 sqm) 403 9.200 Providing and fixing 30mm thick factory made solid panel prelaminated PVC internal door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 40mm x 20mm for styles top, lock and bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture PVC beading as gap insert below top and bottom rail joined together using solvent cement adhesive. An additional 5mm thick Prelaminated PVC strip of 20mm width is to be stuck on the interior side of the ‘C’ channel using PVC solvent cement adhesive etc. complete as per direction of Engineer-in- charge. Manufacturer’s specification and drawing. 30 mm thick pre laminated PVC door shutters. 404 9.201 Providing and fixing factory made integral PVC flush door shutter made from rigid PVC foam sheet (Single Extruded) with density not less than 600 kg/cum, conforming to IS: 2380 part 14 for screw holding strength with Celluka finish surfaces on both sides at the manufacturing process itself, manufactured by an ISO : 9001 -2000 certified company. 9.201.1 24 to 25 mm thick plain solid PVC flush door shutter 9.201.2 28 to 30 mm thick plain solid PVC flush door shutter 405 9.202 Providing and fixing factory made pre laminated solid PVC flush door shutters 28 to 30 mm thick made from co-extruded three layer rigid PVC foam sheet with density not less than 600 kg/cum, conforming to IS: 2380 part 14, for screw holding strength and outer layers laminated on both sides by laminated sheet with density not less than 1400 kg/cum, lamination shall be at the manufacturing process itself and manufactured by an ISO: 9001-2000 certified company. 9.202.1 1mm thick laminated sheet 9.202.2 0.12 mm thick laminated sheet 406 9.203 Providing and fixing ISI marked factory made flush door shutters conforming to IS: 2202(Part-I) laminated type, core of block board construction with kiln seasoned and chemically treated 2nd class hard wood battens with well matched 3mm thick commercial 3ply veneering consisting of vertical grains, cross bands withing frame of door/cupboards and shall be stamped by the manufacturer to display name of manufacturer, batch number of product and conformity with IS: 2202. The rate shall be inclusive of all material and labour complete and as per specification and dirction of Engineer-in-Charge. 9.203.1 35mm thick including 4 nos. 100mm long, ISI marked heavy weight (2.5mm thick) Stainless steel butt hinges with necessary screws. 9.203.2 35mm thick including 3 nos. 100mm long, ISI marked heavy weight (2.5mm thick) Stainless steel butt hinges with necessary screws. 9.203.3 25mm thick (for cupboard) including 3 nos. 75mm long, ISI marked heavy weight (2.5mm thick) nickel plated bright finished M.S. piano hinges with necessary screws. 407 9.204 Providing and fixing ISI marked factory made flush door shutters conforming to IS: 2202(Part-I) non decorative type, core of block board construction with kiln seasoned and chemically treated 2nd class hard wood battens (strips) and frame of kiln seasoned and chemically treated, finger jointed cross bands including all material and labour complete as per specification and direction of engineer-in- charge. Spacing of finger joints in wood as above shall not be less than 50cm. Each shutter shall be factory made to the exact opening size within frame of doors/cupboards and shall be stamped by the manufacturer to display name of manufacturer, batch number of product and confirmity with IS:2202. 9.204.1 35mm thick including 4 nos. 100mm long, ISI marked heavy weight (2.5mm thick) Stainless steel butt hinges with necessary. 9.204.2 30mm thick including 3 nos. 100mm long, ISI marked heavy weight (2.5mm thick) Stainless steel butt hinges with necessary screws. 9.204.3 25mm thick including 3 nos. 100mm long, ISI marked heavy weight (2.5mm thick) Stainless steel butt hinges with necessary screws. 408 9.205 Deduct for not providing 2nd class teak wood batten lipping in factory made shutters i.e. item no 9.203 and 9.204. 409 9.206 Providing & fixing acrylic solid surface in thickness 4/6/12 mm of approved colour made out of non-porous surfacing material homogeneously composed of ± 1/3 acrylic resin (also known as PolyMethyl Methacrylate -PMMA), and ± 2/3 NO extra shall be paid for joint adhesive, silicon or related accessories and for transportation. Item should cover 5 years, commercial warranty of product as per FCWS norms. The product should be UV protected for exterior applications & LGA hyginene tested anti bacterial for health care application areas. Area of application are Table Tops, Exterior facade cladding, health care areas like modular operation theater hospital scrubs, wash basins, partition & paneling, laboratory commercial show room, hotels, office & residential areas. 9.206.1 Acrylic Solid Surface sheet – Glacier white designer white 9.206.1.1 6 mm thick sheet 9.206.1.2 12 mm thick sheet 9.206.2 Acrylic Solid Surface sheet - Any Solid colours/Hospital use Medi Blue 9.206.2.1 6 mm thick sheet 9.206.2.2 12 mm thick sheet 9.206.3 Acrylic Solid Surface sheet - Any other 9.206.3.1 6 mm thick sheet 9.206.3.2 12 mm thick sheet 410 9.207 Providing and fixing of 8 mm thick non asbestos multipurpose board reinforced with cellulose fibers for wall cladding will consist of following operations:1. Fixing of a layer of 6mm Moisture/fire Resistance Heavy Duty fibre cement Boards over above mentioned 6 mm heavy duty fibre cement board with the help of 25mm self drilling, self tapping Fibre Cement screws @ 300mm c/c. All external corners are to be protected with the use of suitable corner profile of GI or PVC. All above operation is to be done in order and as directed by Engineer-in-Charge.(frame work to be paid separately). 411 9.208 Providing and fixing IS marked factory made veneer High Density Fibre (HDF) flush door shutters conformity to IS: 15380(2003), eco-friendly, termite resistant, borer free, anti warping phenol formaldehyde (PF), decorative designe moulded or rate shall be inclusive of all material and labour complete as per specifications and direction of engineer-in-charge. Material supply company’ gujcon, century, green shall be registered by Bureau of Indian Standards, Member of Indian Green Building Council, ISO 9001, ISO 14001 (Environment management system), National small industries corporation(NSIC), SME Rating Agency of Indian Ltd.(SMERA), Dun and Bradstreet (D&B). 9.208.1 35 mm thick including 4 nos 100 mm long ISI marked heavy weight (2.5 mm thick) Stainless Steel butt hinges with necessary screws. 9.208.2 30 mm thick including 3 nos 100 mm long ISI marked heavy weight (2.5 mm thick) Stainless Steel butt hinges with necessary screws. 9.208.3 25 mm thick ISI marked heavy weight nickel plated bright finished M.S. piano hinges with screws. 412 9.209 Providing and fixing IS marked factory made veneer High Density Fibre (HDF) flush door shutters conformity to IS:15380(2003), eco-friendly, termite resistant borer free, anti warping phenol formaldehyde (PF), non decorative designe moulded and labor complete as per specifications and direction of engineer-in- charge. Material supply company shall be registered by Bureau of Indian Standards, Member of Indian Green Building Council, ISO 9001, ISO 14001 (Environment management system), National small industries corporation(NSIC), SME Rating Agency of Indian Ltd.(SMERA), Dun and Bradstreet (D&B). 9.209.1 35 mm thick including 4 nos 100 mm long ISI marked heavy weight (2.5 mm thick) Stainless Steel butt hinges with necessary screws. 9.209.2 30 mm thick including 3 nos 100 mm long ISI marked heavy weight (2.5 mm thick) Stainless Steel butt hinges with necessary screws 9.209.3 25 mm thick ISI marked heavy weight nickel plated bright finished M.S. piano hinges with screws. 413 9.210 Providing and fixing IS marked factory made High Density Fibre (HDF) flush door shutters conformity to IS:15380(2003), eco-friendly, termite resistant borer free, anti warping phenol formaldehyde (PF), 2 and 4 Panel designe moulded or plain construction with particle board shall be inclusive of all material and labour complete as per specifications and direction of engineer-in-charge. Material supply company shall be registered by Bureau of Indian Standards, Member of Indian Green Building Council, ISO 9001, ISO 14001 (Environment management system), National small industries corporation(NSIC), SME Rating Agency of Indian Ltd.(SMERA), Dun and Bradstreet (D&B). 9.210.1 35 mm thick including 4 nos 100 mm long ISI marked heavy weight (2.5 mm thick) Stainless Steel butt hinges with necessary screws. 9.210.2 30 mm thick including 3 nos 100 mm long ISI marked heavy weight (2.5 mm thick) Stainless Steel butt hinges with necessary screws. 414 9.211 HDF decorative prelaminated pine wood panel door with glass / wiremash:- Providing and fixing IS marked factory made veneer High Density Fibre (HDF) flush door shutters conformity to IS:15380(2003), eco-friendly, termite resistant borer free, anti warping phenol formaldehyde (PF), The rate shall be inclusive of all material and labour complete as per specifications and direction of engineer-in-charge. Material supply company shall be registered by Bureau of Indian Standards, Member of Indian Green Building Council, ISO 9001, ISO 14001 (Environment management system), National small industries corporation(NSIC), SME Rating Agency of Indian Ltd.(SMERA), Dun and Bradstreet (D&B). 9.211.1 35 mm thick including 4 nos 100 mm long ISI marked heavy weight (2.5 mm thick) Stainless Steel butt hinges with necessary screws. 9.211.2 30 mm thick including 3 nos 100 mm long ISI marked heavy weight (2.5 mm thick) Stainless Steel butt hinges with necessary screws. 415 9.212 Providing and fixing IS marked factory made veneer High Density Fibre (HDF) flush door shutters conformity to IS:15380(2003), eco-friendly, termite resistant borer free, anti warping phenol formaldehyde (PF), . The rate shall be inclusive of all material and labour complete as per specifications and direction of engineer-in-charge. Material supply company shall be registered by Bureau of Indian Standards, Member of Indian Green Building Council, ISO 9001, ISO 14001 (Environment management system), National small industries corporation(NSIC), SME Rating Agency of Indian Ltd.(SMERA), Dun and Bradstreet (D&B). 9.212.1 35 mm thick including 4 nos 100 mm long ISI marked heavy weight (2.5 mm thick) Stainless Steel butt hinges with necessary screws. 9.212.2 32 mm thick including 3 nos 100 mm long ISI marked heavy weight (2.5 mm thick) Stainless Steel butt hinges with necessary screws. 9.212.3 25 mm thick ISI marked heavy weight nickel plated bright finished M.S. Piano hinges with screws. 416 9.213 Non Decorative Pine Wood Flush Door:- Providing and fixing ISI marked factory made flush door shutters conforming to IS: 2202 (Part I) non decorative type, core of block board construction with kiln seasoned and chemically treated 1st class pine wood battens (strips) and chemically treated, finger jointed all material and labour complete as per specification and direction of engineer- in-charge. Spacing of finger joints in wood as above shall not be less than 50 cm. Each shutter shall be factory made to the exact opening size within frame of doors/ cupboards and shall be stamped by the manufacturer to display name of manufacturer, batch number of product and conformity with IS:2202 9.213.1 35 mm thick including 4 nos. 100 mm long, ISI marked heavy weight (2.5mm thick) Stainless Steel butt hinges with necessary screws. 9.213.2 30 mm thick including 3 nos. 100 mm long, ISI marked heavy weight (2.5mm thick) Stainless Steel butt hinges with necessary screws. 9.213.3 25mm thick (for cupboard) including 3 nos. 75 mm long, ISI marked heavy weight (2.5mm thick) nickel plated bright finished M.S. piano hinges with necessary screws. 417 9.214 Providing and fixing ISI marked factory made flush door shutters conforming to IS: 2202 (Part I) laminated type, core of block board construction with kiln seasoned and chemically treated 1st class pine wood battens (strips) and frame of kiln seasoned sheet shall be as per IS: 2046 type S of approved quality. Each shutter shall be factory made to the exact size (opening) within frame of doors/ cupboards and shall be stamped by the manufacturer to display name of manufacturer, batch number of product and conformity with IS:2202. The rate shall be inclusive of all material and labour complete and as per specification and direction of engineer-in- charge. 9.214.1 35 mm thick including 4 nos. 100 mm long, ISI marked heavy weight (2.5mm thick) Stainless Steel butt hinges with necessary screws. 9.214.2 30 mm thick including 3 nos. 100 mm long, ISI marked heavy weight (2.5mm thick) Stainless Steel butt hinges with necessary screws. 9.214.3 25mm thick (for cupboard) including 3 nos. 75 mm long, ISI marked heavy weight (2.5mm thick) nickel plated bright finished M.S. piano hinges with necessary screws. 418 9.215 Providing and fixing ISI marked factory made flush door shutters conforming to IS: 2202 (Part I) laminated type, core of block board construction with kiln seasoned and chemically treated 1st class pine wood battens (strips) and frame of kiln seasoned within frame of doors/ cupboards and shall be stamped by the manufacturer to display name of manufacturer, batch number of product and conformity with IS:2202. The rate shall be inclusive of all material and labour complete and as per specification and direction of engineer-in-charge. 9.215.1 35 mm thick including 4 nos. 100 mm long, ISI marked heavy weight (2.5mm thick) Stainless Steel butt hinges with necessary screws. 9.215.2 30 mm thick including 3 nos. 100 mm long, ISI marked heavy weight (2.5mm thick) Stainless Steel butt hinges with necessary screws. 9.215.3 25mm thick (for cupboard) including 3 nos. 75 mm long ISI marked heavy weight (2.5mm thick) nickel plated bright finished M.S. piano hinges with necessary screws. 419 9.216 Providing and fixing ISI marked factory made flush door shutters conforming to IS: 2202 (Part I) veneer decorative type, core of block board construction with kiln seasoned and chemically treated 1st class pine wood battens (strips) s and commercial grade face veneers on both outer faces of shutters including kiln seasoned and chemically treated, finger jointed all material and labour complete as per specification and direction of engineer-in- charge. Spacing of finger joints in wood as above shall not be less than 50 cm. Each shutter shall be factory made to the exact opening size within frame of doors/ cupboards and shall be stamped by the manufacturer to display name of manufacturer, batch number of product and conformity with IS:2202. 9.216.1 35 mm thick including 4 nos. 100 mm long, ISI marked heavy weight (2.5mm thick) Stainless Steel butt hinges with necessary screws. 9.216.2 30 mm thick including 3 nos. 100 mm long, ISI marked heavy weight (2.5mm thick) Stainless Steel butt hinges with necessary screws. 9.216.3 25mm thick (for cupboard) including 3 nos. 75 mm long, ISI marked heavy weight (2.5mm thick) nickel plated bright finished M.S. piano hinges with necessary screws. 420 9.217 Providing and fixing factory made solid Foam uPVC profile for kitchen cabinet frame (45 x 20 mm) of approved shade, quality and 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 Fastne with necesary stainless steel screws, all complete as per direction of Engineer-in-charge. 421 9.218 Providing and fixing factory made Kitchen Cabinet Shutter/Partition 20 mm nominal thickness of approved shade, quality and make, made from rigid foam sheets (Single extruded) having density 600 Kg/cum and laminated on both side by laminate Sheet/PVC foil lamination. The exposed edges shall be sealed with PVC edge beading of same shade and colour. The shutter shall be fire retardent having necessary screw holding capacity.Shutter shall be fixed to frame using approved hinges with necessary stainless steel screws, all complete as per direction of Engineer-in-charge. 422 10.1 Structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 423 10.2 Structural steel work using M.S. flats, angles, channels I-section, H-section etc. 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. 424 10.3 Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm and braced with flat iron diagonals 20x5mm size with top and bottom rail of T-iron 40x40x6mm with 40mm dia steel pulleys complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. Rate includes recess cutting in floor and making good the same wherever required. 425 10.4 Providing and fixing 1mm thick M.S. sheet sliding-shutters with frame and diagonal braces of 40x40x6mm angle iron, 3mm M.S.gusset plates at the junction and corners 25mm dia pulley,40x40x6mm angle and T-iron guide at the top and bottom respectively including applying a priming coat of approved steel primer. 426 10.5 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x5mm 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. 10.5.1 Using M.S. angels 40x40x6mm for diagonal braces 10.5.2 Using flats 30x6mm for diagonal braces and central cross piece. 427 10.6 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 27.5cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to I.S. 4454- part-1 and M.S. top cover of required thickness for rolling shutters. 10.6.1 80x1.25mm M.S. laths with 1.25 mm thick top cover. 10.6.2 80x1.20 mm M.S. laths with 1.20 mm thick top cover. 10.6.3 80x0.90 mm M.S. laths with 0.90 mm thick top cover. 428 10.7 Extra for providing suitable mechanical device chain and crank operation for operating rolling shutters. 10.7.1 Exceeding 10.00 sqm and upto 16.80 sqm in the area. 10.7.2 Exceeding 16.80 sqm in area. 429 10.8 Extra for providing grilled rolling shutters manufactured out of 8 mm dia. M.S. bar instead of laths as per design approved by Engineer-in-Charge. (Area of grill to be measured). 430 10.9 Providing and fixing ball bearing for rolling shutters. 431 10.10 Providing and fixing factory made ISI marked glazed steel doors, windows and ventilators side /top /centre hung with beading and Z-section all members such as F7D, F4B, K11 B and K12 B and other tubular section member 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 priming 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). 10.10.1 Fixing with 15x3 mm lugs 10 cm. long embedded in cement concrete block 15x10x10 cm of Cement Concrete 1:3:6 (1 Cement : 3 sand : 6 graded stone aggregate 20 mm nominal size). 10.10.2 Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). 10.10.3 Extra for providing and fixing steel beading of size 10x10x1.6mm (box type) approved shape and section with screws instead of glazing clips and metal sash putty in steel doors, windows, ventilators and composite units. 432 10.11 Providing and fixing L-iron or T-iron frames for doors, windows and ventilators of mild steel L-section or T-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 10.11.2 Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). 433 10.12 Providing and fixing pressed steel door frames made of 1.6 mm thick steel profile conforming to IS: 4351 manufactured from commercial mild steel sheet including hinges, jamb, lock jamb, M.S. pressed butt hinges, with mortar guards, lock strike-plate and shock absorbers as specified filling the frame with Cement Concrete 1:3:6 at site before fixing (cost of concrete to be paid separately) fixing with adjustable lugs (200 mm long & 1.0 mm thick) and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in- charge: 10.12.1 Profile B of 1.60mm thick single rebate of size 80mmx50mm 10.12.1.1 Fixing with adjustable lugs with split end tail to each jamb. 10.12.1.2 Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). 10.12.2 Profile C of 1.60mm thick single rebate of size 100mmx50mm 10.12.2.1 Fixing with adjustable lugs with split end tail to each jamb. 10.12.2.2 Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). 10.12.3 Profile E of 1.60mm thick double rebate of size 115mmx50mm 10.12.3.1 Fixing with adjustable lugs with split end tail to each jamb. 10.12.3.2 Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). 10.12.4 Profile B of 1.25mm thick single rebate of size 80mmx50mm 10.12.4.1 Fixing with adjustable lugs with split end tail to each jamb. 10.12.4.2 Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). 10.12.5 Profile C of 1.25mm thick single rebate of size 100mmx50mm 10.12.5.1 Fixing with adjustable lugs with split end tail to each jamb. 10.12.5.2 Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). 10.12.6 Profile E of 1.25mm thick double rebate of size 115mmx50mm 10.12.6.1 Fixing with adjustable lugs with split end tail to each jamb. 10.12.6.2 Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). 434 10.13 Providing and fixing M.S. Tubular frames and shutters or frames only or shutters only for doors, windows, ventilators and cupboard with any sections, made of 1.60 mm or 1.25 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size as per drawing, including fixing of necessary butt hinges, stays and screws and applying a priming coat of approved steel primer excluding cost of all fittings such as handles, tower bolts, sliding door bolts, latches etc. and panels. 10.13.1 Fixing with 15x3 mm lugs 10 cm. long embedded in cement concrete block 15x10x10 cm of Cement Concrete 1:3:6 (1 Cement : 3 sand : 6 graded stone aggregate 20 mm nominal size). 10.13.2 Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). 435 10.14 Steel work in built up M.S. tubular section (round, square or rectangular hollow tubes etc.) trusses/frame work 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. 10.14.1 Hot finished welded type tubes 10.14.2 Hot finished seamless type tubes 10.14.3 Electric resistance or induction butt welded tubes. 436 10.15 Design, supply, fabrication, taransportion and erection of structural steel/mild steel built-up sections for steel building in column, rafter, truss, floor joist, wind bracings, tie beam, foundation bolts, fasteners etc. Including two coats of Epoxy paint and one coat of primer. These structural steel/built-up sections shall be manufactured using advanced CNC Plasma/Oxy Acetylene cutter and H Beam Welding line. Welding shall be in full depth on both sides of the plate adopting relevant I.S Code. 437 10.16 Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar bent to shape with hooked ends in R.C.C. slabs, beams during laying including painting the exposed portion of loop, all as per standard design complete. 438 10.17 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp of internal dia 140mm, 73mm height, top lid of 1.5mm 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 3.3mm dia. round headed screws, one lock at the corners. Clamp shall be made of 16mm dia M.S. bar bent to shape as per standard drawing. 439 10.18 Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. 440 10.19 Providing and fixing bolts including nuts and washers complete. 441 10.20 Providing and fixing M.S. rivets of sizes in position. 442 10.21 Welding by gas or electric plant including transportation of plant at site etc. complete. 443 10.22 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. 10.22.1 In stringers, treads, landings etc. of stair cases including use of chequered plate wherever required, all complete. 10.22.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. 444 10.23 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying a priming coat of approved steel primer. 10.23.1 M.S. tube. 10.23.2 E.R.W. tubes. 445 10.24 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 mm dia polyamide PA 6 grade sleeve, including drilling of hole in frame, concrete/ masonry, etc. as per direction of Engineer-in-charge. 10.24.1 10x60 mm 10.24.2 10x80 mm 10.24.3 10x120 mm 10.24.4 10x140 mm 10.24.5 10x160mm 446 10.25 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 and 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.) 447 10.26 Providing and fixing fly proof wire gauze to windows, clerestory windows and doors with M.S. Flat 15x3mm and nuts and bolts complete. 10.26.1 Galvanised M.S. Wire gauze with 0.63mm dia wire and 1.4 mm aperture on both sides 10.26.2 Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides. 448 10.27 Providing and fixing glass panes/ steel sheet/ fibre sheet with putty and glazing clips in steel doors, windows, clerestory windows all complete. 10.27.1 With 4.0 mm thick glass panes 10.27.2 With 5.50 mm thick glass panes 10.27.3 With 1mm thick mild steel sheet i/c 10x10x1.6mm box beading. 10.27.4 With 2mm thick fibre reinforced polymer (FRP) sheet i/c 10x10x1.6mm box beading. 10.27.5 With 1mm thick Galvanised steel sheet i/c 10x10x1.6mm box beading. 10.27.6 With 4mm thick cement fibre board conforming to IS 14862:2000 of category type A grade i/c 10x10x1.6mm box beading. 10.27.7 With 6mm thick cement fibre board conforming to IS 14862:2000 of category type A grade i/c 10x10x1.6mm box beading. 10.27.8 With 8mm thick cement fibre board conforming to IS 14862:2000 of category type A grade i/c 10x10x1.6mm box beading. 449 10.28 Add extra for providing and fixing froasted glass instead of float glass. 10.28.1 With 4.0 mm thick glass panes. 10.28.2 With 5.5 mm thick glass panes. 450 10.29 Supplying at site: 10.29.1 R.C.C. Standards post/ struts/rails/ poles of mix 1:1.5:3 (1 cement : 1.5 sand : 3 graded stone aggregate 12.5 mm nominal size) with wooden plugs or 6mm bar nibs wherever required as per direction of Engineer-in-charge including fixing (cost of earth works in excavation, concrete works in foundation to be paid separately). 10.29.2 Angle iron post and strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. (cost of earth work in excavation and concrete work in foundation to be paid separately) 10.29.3 Supplying at site -Welded steel wire fabric of required width having rectangular mesh painted with two or more coats of enamel paint of approved shade over a coat of primer (Priming painting to be paid for separately). 451 10.30 Supplying and fixing turn buckles and straining bolts for barbed wire fencing. (Labour rate only). 452 10.31 Fencing with R.C.C. 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 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 R.C.C. posts, struts, earth work and concrete to be paid for separately) with GI barbed wire. 453 10.32 Fencing with barbed G.I. wire angle iron post placed fitted to 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 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. 454 10.33 Fixing Welded steel wire fabric fencing with posts of specified material and of standard design placed and embedded in cement concrete blocks 45x45x60cm of mix 1:5:10 (1cement :5 sand :10 graded stone aggregate 40mm nominal size) 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 struts embedded in cement concrete blocks 70x45x50cm of the same mix, provided with welded steel wire fabric fixed between the posts fitted and fixed with G.I. staples on wooden plugs or tied to 6 mm bar nibs with G.I. binding wire (cost of posts, painting, earth work in excavation and cement concrete to be paid for separately). (Labour rate only). 455 10.34 Providing and fixing G.I. or PVC coated G.I.wire chain link fabric fencing of required width and mesh size including strengthening with 2mm dia wire or nuts, bolts and washers as required complete with posts of specified material and of standard design placed and embedded in cement concrete blocks 45x45x60cm of mix 1:5:10 (1cement :5 sand :10 graded stone aggregate 40mm nominal size) 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 struts embedded in cement concrete blocks 70x45x50cm of the same mix, as per the direction of Engineer- in-charge. (Cost of post, painting earthwork & c.c. to be paid separately) 10.34.1 Made of G.I. wire. 10.34.2 Made of G.I. wire, PVC coated to achieve outer dia. not less than 5mm in required colour and shade. 456 10.35 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia. 3mm including strengthening with 2mm dia. wire or nuts, bolts and washers as required complete, with posts of specified material and of standard design placed and embedded in cement concrete blocks 45x45x60cm of mix 1:5:10 (1cement :5 sand : 10 graded stone aggregate 40mm nominal size) 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 struts embedded in cement concrete blocks 70x45x50cm of the same mix, as per the direction of Engineer-in- Charge. (cost of post painting earth work & C.C. to be paid separately) 457 10.36 Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length (total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron Y shaped placed 2.4m or 3.00m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately). 458 10.37 Providing and fixing of ISI marked insulated fire rated GI Sheet doors conforming to FD 120-PI classification of IS 3614:2021 with fire rating of 120 minutes integrity and 30 minutes insulation. The factory manufactured door frame and shutter assembly shall be made out of minimum 120 GSM coating as per IS: 277. Door and frame should be finished with powder coating in standard RAL shade finish having DFT of minimum 30 microns. The door should carry a minimum 500 Hrs of salt spray test. All accessories like hardware, vision panel, fire & smoke seal etc to be supplied by Fire door manufacturer only as per the guidelines laid down in IS 3614:2021.Every door must carry a label confirming to type of door & its fire rating. The Door frame shall be single rebate grooved profile of size minimum 125 mm x 75mm made out of 1.50mm minimum thick galvanized steel sheet. Frames shall be butt / mitered joint and field assembled with bolting system. Frames to have inbuilt grooved to accommodate Intumescent fire seal strip. Frames to have inbuilt grooved to accommodate Intumescent fire seal strip of size 10x4mm. All provisions should be mortised & provided with necessary inbuilt reinforcement to receive appropriate hardware. Frames should be provided with back plate bracket for anchor fastner with 8-10 mm dia and minimum 80 mm long HDG fasteners, with Polyamide sleeves (Payable in extra item) for installation of frame in finished plastered masonary wall opening. Note:- For grouting of Steel frames in masonary installations ;cement slurry of 1:3 ratio by civil contractor/fire rated PU foam or such fire rated material may be recommended except head member(Payable in extra item). Door leaf should be minimum 60mm thick fully flush double skin door. Door leaf must be manufactured from minimum 1.2mm thick galvanised steel sheet. The infill material shall be mineral wool of minimum density 96 kg/cum. All doors shall befactory prepped for receiving appropriate hardware and provided with necessary reinforcement for hinges, locks, and door closers. The edges should be interlocked with a bending radius of 1.4mm. For double leaf doors integrated astragals has to be provided on the meeting stile for both active and inactive leaf.The shutters shall be mounted to the frame with SS 304 grade ball bearing type hinges of size 100x 89x3 mm along with all suitable hardware (Payable in extra item).Vision lite size 185x285 (max area up to 0.06sqm) wherever applicable should be provided with single layered clear fire rated glass panes as per guidelines laid down under IS 3614 : 2021 vide clause no. 7.2.7 table no. 2 with a clip on arrangement. The glass will be provided with fire rated ceramic tape of min. 2 mm thickness with min. 15mm width al around on either face. Every Glass pane must carry a permanent marking of its glass manufacturer 459 10.38 Providing and fixing of factory make air tight casement windows made of roll formed galvanized pre-painted steel with epoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick and back coated with alkyd backer 5-7 microns thick or powder coated with pure polyester powder up to 50-60 microns Including filling the gap upto 5 mm depth and 5 mm width in between steel frame and 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 complete. 10.38.1 Openable window 10.38.2 Fixed windows 460 10.39 Providing and fixing of factory make single rebate openable/fixed windows made of roll formed galvanized pre- pained steel with epoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick and back coated with alkyd backer 5-7 microns thick) heavy duty pivot hinges per shutter and window fitted without glazing including 10mm square bars welded to 6x12mm flat at a distance 150mm c/c (pitch) etc. Including filling the gap upto 5 mm depth and 5 mm width in between steel frame and 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 complete. 10.39.1 Openable single rebate window 10.39.2 Fixed single rebate window 461 10.40 Providing and fixing of factory make double rebate windows made of roll formed galvanized pre-painted steel with epoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick and back coated with alkyd backer 5-7 microns thick or powder coated with pure polyester powder up to 50-60 microns thick, fitted using EPDM (Ethyl Propylene Diamine Monomer) gaskets including fixing windows in the concrete/masonry wall by means of self- expanding screws, including 10mm Square bars welded to 6x12mm flat at a distance 150mm c/c (pitch) etc. Including filling the gap upto 5 mm depth and 5 mm width in between steel frame and 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 complete.. 10.40.1 Openable double rebate window 10.40.2 Fixed double rebate window 462 10.41 Providing and fixing of factory make fixed louvers fabricated from roll formed sections made of galvanized pre-painted steel with epoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick and back coated with alkyd backer 5-7 microns thick or powder coated with pure polyester powder up to 50-60 microns thick, colour coated/powder coated Including filling the gap upto 5 mm depth and 5 mm width in between steel frame and 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 complete. (glazing shall be paid separately as per SOR rate) 463 10.42 Providing and fixing of factory make pre painted steel sliding window 2 track-2 panel sliding window fabricated from roll formed sections made of galvanized steel with epoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick and back coated with alkyd backer 5-7 microns thick or powder coated with pure polyester powder up to 50-60 microns The above frames should be fixed to the concrete/masonry walls by means of self-expanding screws. Including filling the gap upto 5 mm depth and 5 mm width in between steel frame and 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 complete. 464 10.43 Providing and fixing pre painted steel sliding window 3 fabricated from Roll formed sections made of galvanized Steel with epoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick and back coated with alkyd backer 5-7 microns thick or powder coated with pure polyester powder up to 50-60 microns The above frames should be fixed to the concrete/masonry walls by means of self-expanding screws. Including filling the gap upto 5 mm depth and 5 mm width in between steel frame and 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 complete. 465 11.1 40 mm thick Cement concrete flooring 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate) 20mm nominal size stone aggregate in panels finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete.(Area of panel not to exceed 2.0 sqm) 466 11.2 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix: 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50kg of cement or as per manufacturers specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. 467 11.3 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix: 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50kg of cement or as per manufactures specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. 468 11.4 Cement plaster skirting 18 mm thick (upto 30 cm height) with cement mortar 1:3 (1 cement: 3 sand) finished with a floating coat of neat cement. 469 11.5 Cement concrete pavement with Cement concrete 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 20 mm nominal size) including finishing complete. 470 11.6 Making chequers of approved pattern on cement concrete floors, steps, landing, pavements etc. 471 11.7 40 mm thick marble chips flooring rubbed and polished to granolithic finish, under layer 34 mm thick cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 12.5mm nominal size) and top layer 6mm thick with white, black, chocolate, grey, yellow or green marble chips of sizes from 1mm to 4mm nominal size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume including cement slurry etc. complete : (Area of panel not to exceed 2.0 sqm) 11.7.1 Dark shade pigment with ordinary cement. 11.7.2 Light shade pigment with white cement. 11.7.3 Medium shade pigment with 50% white cement and 50% ordinary cement. 11.7.4 White cement without any pigment. 11.7.5 Light shade pigment with ordinary cement. 11.7.6 Ordinary cement without any pigment. 472 11.8 40 mm thick marble chips flooring, rubbed and polished to granolithic finish, under layer 31mm thick cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 12.5mm nominal size) and top layer 9mm thick with white, black, chocolate, grey, yellow or green marble chips of sizes from 4mm to 7mm nominal size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder : 7 marble chips) by volume including cement slurry etc. complete. (Area of panel not to exceed 2.0 sqm) 11.8.1 Dark shade pigment with Ordinary cement. 11.8.2 Light shade pigment with white cement. 11.8.3 Medium shade pigment with 50% white cement and 50% ordinary cement. 11.8.4 White cement without any pigment. 11.8.5 Light shade pigment with ordinary cement. 11.8.6 Ordinary cement without any pigment. 473 11.9 40 mm thick marble chips flooring, rubbed and polished to granolithic finish, under layer 28 mm thick cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 12.5mm nominal size) and top layer 12mm thick with white, black, chocolate, grey yellow or green marble chips of sizes from 7mm to 10mm nominal size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 2:3 (2 cement marble powder mix : 3 marble chips) by volume including cement slurry etc. complete : (Area of panel not to exceed 2.0 sqm) 11.9.1 Dark shade pigment with ordinary cement. 11.9.2 Light shade pigment with white cement. 11.9.3 Medium shade pigment with 50% white cement and 50% ordinary cement. 11.9.4 White cement without any pigment. 11.9.5 Light shade pigment with ordinary cement. 11.9.6 Ordinary cement without any pigment. 474 11.10 Marble chips skirting (upto 30 cm height) 18 mm thick with under layer 12 mm thick in cement plaster 1:3 (1 cement : 3 sand) : rubbed and polished to granolithic finish, top layer 6 mm thick with white, black, chocolate, grey, yellow or green marble chips of sizes from smallest to 4 mm nominal size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix :7 marble chips) by volume : 11.10.1 Dark shade pigment with ordinary cement. 11.10.2 Light shade pigment with white cement. 11.10.3 Medium shade pigment with 50% white cement and 50% ordinary cement. 11.10.4 White cement without any pigment. 11.10.5 Light shade pigment with ordinary cement. 11.10.6 Ordinary cement without any pigment. 475 11.11 Extra for laying terrazo flooring on staircase treads not exceeding 30 cm in width including cost of forming, nosing etc. 476 11.12 Providing and fixing glass strips 40 mm wide and 4 mm thick in joints of terrazo/ cement concrete floors. 477 11.13 18 mm thick crazy marble stone white, black or as specified marble stone flooring, including filling the gaps with light shade pigment with white cement marble powder mixture (3 parts of white cement : 1 part of marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 white, black or white and black marble chips of sizes from 1mm to 4mm nominal size by volume), with under layer 25mm thick cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 12.5 mm nominal size), including rubbing, polishing and cement slurry etc.complete . 478 11.14 Precast terrazo tiles 22mm thick with graded marble chips of size upto12mm, 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 sand) : 11.14.1 Light shade using white cement. 11.14.2 Medium shade using 50%white cement and 50% ordinary cement. 11.14.3 Dark shade using ordinary cement. 11.14.4 Ordinary cement without any pigment. 479 11.15 Extra if terrazo tiles are laid in treads of steps not exceeding 30 cm in width. 480 11.16 Precast terrazo tiles 22 mm thick with graded marble chips of sizes upto 12 mm in skirting and risers of steps not exceeding 30 cm in height on 12 mm thick cement plaster 1:3 (1 cement : 3 sand) jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete with tiles of : 11.16.1 Light shade pigment using white cement. 11.16.2 Medium shades pigment using 50% white cement and 50% ordinary cement. 11.16.3 Dark shade pigment using ordinary cement. 11.16.4 Ordinary cement without any pigment. 481 11.17 Chequeredterrazo tiles 22 mm thick with graded marble chips of size up to 6 mm in floors 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 sand) : 11.17.1 Light shade pigment using white cement. 11.17.2 Medium shade pigment using 50% white cement, 50% ordinary cement. 11.17.3 Dark shade pigment using ordinary cement. 11.17.4 Ordinary cement without any pigment. 482 11.18 Chequered precast cement concrete tiles any finish, any size 22 mm thick IS:13810-1993 ISI mark in footpath and courtyard jointed with neat cement slurry mixed with pigment to match the shade of tiles, 15mm thick screed bad in cement mortar 1:6 complete all as specified and directed by Engineer-in-Charge. 11.18.1 Light shade pigment using white cement. 11.18.2 Medium shade pigment using 50% white cement 50% Grey cement. 11.18.3 Dark shade pigment using ordinary cement. 11.18.4 Ordinary cement without any pigment. 483 11.19 Marble stone flooring with 18 mm thick marble stone (sample of marble shall be approved by Engineer-in-charge) laid over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 sandand grey cement slurry, joints treated with white cement mixed with pigment to match colour of stone including rubbing and polishing complete with : (area of slabs over 0.5 sqm) 11.19.1 Makrana white second quality. 11.19.2 Raj Nagar plain. 11.19.3 Agaria White/Morgarh 11.19.4 Katni marble 11.19.5 Black Zebra. 11.19.6 Udaipur / Baroda green marble 11.19.7 Pink plain marble. 11.19.8 Jaisalmer Yellow 484 11.20 Marble stone 18 mm thick in riser of step, skirting, dado and pillar laid on 12 mm average thick cement mortar 1:3 (1 cement: 3 sand and laid with white cement slurry) joints treated with white cement mixed with pigment to match the shade of the slab i/c rubbing and polishing complete. (area of slab over0.50sqm.) 11.20.1 Makrana white second quality. 11.20.2 Raj Nagar plain. 11.20.3 Agaria White/Morgarh 11.20.4 Katni marble 11.20.5 Black Zebra. 11.20.6 Udaipur / Baroda green marble 11.20.7 Pink plain marble. 11.20.8 Jaisalmer Yellow 485 11.21 Marble work gang saw cut (polished and machine cut) of thickness 18 mm for wall lining (veneer work), backing filled with a grout of average 12 mm thick in cement mortar 1:3 (1 cement: 3 sand), including pointing with white cement mortar 1:2 (1 white cement: 2 marble dust) with an admixture of pigment to match the marble shade (To be secured to the backing by means of cramps, which shall be paid for separately). (Area of slabs over 0.50 sqm.) 11.21.1 Makrana white second quality. 11.21.2 Raj Nagar plain. 11.21.3 Agaria White/Morgarh 11.21.4 Katni marble 11.21.5 Black Zebra. 11.21.6 Udaipur / Baroda green marble 11.21.7 Pink plain marble. 11.21.8 Jaisalmer Yellow 486 11.22 Providing and fixing 18mm 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 of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 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 wherever required etc. complete at all levels. Samples approved by Engineer-in- Charge. 11.22.1 Raj Nagar plain/White Marble/Udaipur Green Marble /Zebra black 11.22.2.1 Granite fine grained dark crystal of other colours and various patterns 11.22.2.2 Granite coarse grained light black/ light red/white with crystal of other colours and various patterns 11.22.2.3 Granite grey/pink/brown with various patterns 11.22.3 Cuddpah stone 487 11.23 Extra for prefinished nosing to treads of steps of marble stone. 488 11.24 Extra for marble stone flooring in treads of steps and risers using single length upto 2.00 metre. 489 11.25 Extra for prefinished grooves to treads of steps of granite stone 490 11.26 Providing and laying machine cut, mirror polished, Italian Marble stone (18 mm thick Italian Marble stone slab, Perlato, Rosso erona, Fire Red or Dark Emperadore etc.)work in flooring laid over 20 mm (average) thick base of cement mortar 1:4 (1 cement: 4 sand) laid and jointed with white cement slurry @ 4.4 kg/sqm including pointing with white cement slurry mixed with pigment to match the marble shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. 491 11.27 Providing and fixing machine cut, mirror / eggshell polished , Marble stone work 18 mm thick Italian Marble stone slab,Perlato, Rosso verona, Fire Red or Dark Emperadore etc. for wall lining (veneer work) including dado, skirting, risers of steps etc. thick cement mortar 1:3 (1 cement : 3 sand) laid and jointed with white cement slurry @ 3.3 kg/sqm including pointing with white cement slurry admixed with pigment of matching shade, including rubbing, curing, polishing etc. all complete as per Architectural drawings, and as directed by the Engineer-in-Charge. 492 11.28 Italian marble flooring in required design and patterns 11.28.1 Providing and laying machine cut, mirror polished Italian Marble stone 18 mm thick Italian Marble stone slab,Perlato, Rosso verona, Fire Red or Dark Emperadoreetc flooring, in required design (Simple geometrical, abstract etc.) and in patterns in combination with Italian marble stones of different colours, shades and finished surface texture etc., in linear portions of the building, all complete as per the architectural drawings, with 18 mm thick stone slab laid over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 sand) laid and jointed with white cement slurry @ 4.4 kg/sqm including pointing with white cement slurry admixed with pigment to match the marble shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.Note – This item shall be executed only after the prior approval of Chief Engineer. 493 11.29 Granite work gang saw cut (polished and machine cut) of thickness 18mm for wall lining (veneer work), backing filled with a grout of average 12 mm thick in cement mortar 1:3 (1 cement: 3 sand) including pointing with white cement mortar 1:2 (1 white cement: 2 marble dust) with an admixture of pigment to match the marble shade: (To be secured to the backing by means of cramps, which shall be paid for separately). 111.29.1 Area of slab over 0.50 sqm 11.29.1.1 Fine grained granite dark Black/dark Red/ White or equivalent with self design/ pattern/crystals of other colors of glitter 11.29.1.2 Coarse grained granite light Black/light Red/ off White or equivalent with self design/ pattern/crystals of other colors of glitter 11.29.1.3 Gray/Pink/Brown or equivalent with various patterns 11.29.2 Area of slab upto 0.50 sqm 11.29.2.1 Fine grained granite dark Black/dark Red/ White or equivalent with self design/ pattern/crystals of other colors of glitter 11.29.2.2 Coarse grained granite dark Black/dark Red/ White or equivalent with self design/ pattern/crystals of other colors of glitter 11.29.2.3 Gray/Pink/Brown or equivalent with various patterns 494 11.30 Providing and laying gang saw cut 18 mm thick, mirror polished premoulded (wherever required) and pre polished machine cut granite stonework in flooring of required size shape of approved shade, color and texture in flooring laid over 20 mm thick base of cement mortar 1:4 (1 Cement: 4 sand) including grouting the joints with white cement mixed with matching pigments epoxy touch ups etc. complete as per direction of Engineer-in-Charge. 11.30.1 Area of slab over 0.50 sqm 11.30.1.1 Fine grained granite dark Black/dark Red/ White or equivalent with self design/ pattern/crystals of other colors of glitter 11.30.1.2 Coarse grained granite light Black/light Red/ off White or equivalent with self design/ pattern/crystals of other colors of glitter 11.30.1.3 Gray/Pink/Brown or equivalent with various patterns 11.90.2 Area of slab upto 0.50 sqm 11.30.2.1 Fine grained granite dark Black/dark Red/ White or equivalent with self design/ pattern/crystals of other colors of glitter 11.30.2.2 Coarsegrained granite dark Black/dark Red/ White or equivalent with self design/ pattern/crystals of other colors of glitter 11.30.2.3 Gray/Pink/Brown or equivalent with various patterns 492 11.31 Providing and laying gang saw cut 30 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20mm thick base of cement mortar 1:4 (1cement: 4 sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-Charge. (area of slab more than 0.50 sqm) 11.31.1 Fine grained granite dark Black/dark Red/ White or equivalent with self design/ pattern/crystals of other colors of glitter 11.31.2 Coarse grained granite light Black/light Red/ off White or equivalent with self design/ pattern/crystals of other colors of glitter 11.31.3 Gray/Pink/Brown or equivalent with various patterns 495 11.32 Deduct for not polishing granite flooring (item no 11.29 & 11.30) 496 11.33 Providing and laying 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 admixed with pigment of matching shade including rubbing, curing and polishing and as directed by the Engineer-in-Charge Granite stone slab Dark Black. Dark Red, White or equivalent, 11.33.1 Flamed Finish Polish 11.33.2 Leather Finish Polish 497 11.34 Granite stone work 18mm thick of any colour in riser of steps, skirting, dado and pillars laid on 12 mm average thick cement mortar 1:3 (1 cement:3 sand) and jointed with white cement slurry mixed with pigment to match the shade of slab. 498 11.35 Providing and fixing 10x10x7.50 cm Granite stone block hand cut andchisel dressed on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1cement:4 sand) with joints 10mm wide filled with same mortar mixed with matching pigment including ruled pointing etc. complete as per direction of engineer-in charge. 499 11.36 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 sand) 25 mm thick.(Area of slab to be over 0.25 sqm) 500 11.37 Deduction for using 20 mm thick slab instead of 25 mm thick slab of kota stone in item no 11.35 501 11.38 Kota stone slabs 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. 502 11.38.1 10-12 mm thick 11.38.2 20 mm thick 503 11.39 Kota stone slab (area less than 0.5 sqm) rough chiseled dressed average 40 mm thick flooring for parking and open area of thickness over 20 mm (average) thick base laid over and jointed with grey cement slurry complete with base of cement mortar 1:4 (1 Cement : 4 Sand) 504 11.40 Providing edge moulding to 18mm thick marble stone counters, Vanities, window sills etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. 11.40.1 Marble work 11.40.2 Granite work. 505 11.41 Extra for fixing marble /granite stone over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive including cleaning etc. complete. 506 11.42 Extra for providing opening of required size and shape for wash basins/ kitchen sink in kitchen platform, vanity counters and similar location in marble/Granite/stone work including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. 507 11.43 Mirror polishing on marble work/Granite work/stone work wherever required to give high gloss finish complete. 508 11.44 Fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1cement : 5 sand) with joints finished flush. 11.44.1 Red sand stone 11.44.2 White sand stone 11.44.3 Grey lime stone 11.44.4 Kota stone 509 11.45 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 sand) including pointing with cement mortar 1:2 (1 cement : 2 sand) with an admixture of pigment to match the shade of stone. 11.45.1 Red sand stone 11.45.2 White sand stone 510 11.46 40 mm thick machine rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement :5 sand) with joints 3mm thick, side buttered with cement mortar 1:2 (1 cement : 2 sand) mixed with pigment to match the shade of stone and pointing with same mortar 11.46.1 Red sand stone 11.46.2 White sand stone 511 11.47 Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. 512 11.48 Extra for Kota stone/ sand stone in treads of steps and risers using single length upto 1.05 metre. 513 11.49 Providing and laying Ceramic glazed floor tiles 300x300 mm or more (having thickness 6 to 7mm) of 1st quality conforming to IS : 15622 of approved make in any colours and shade laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 sand) including pointing the joints with white cement and matching pigment etc., complete. 514 11.50 Providing and fixing Ceramic glazed wall tiles 300x450 mm or more (having thickness 6 to 7 mm) of 1st quality conforming to IS: 15622 of approved make in all Colours& shades, except burgundy, bottle green, black laid on 12mm thick bed of Cement Mortar 1:3 (1 Cement: 3 sand)preprad same day when mortar is still green jointed with grey cement slurry @3.3 kg per sqm including pointing the joints with white cement and matching pigments etc., complete. 515 11.51 Providing and laying rectified Glazed Ceramic floor tiles 300x300 mm or more (having thickness 9 to 10mm) of 1st quality conforming to IS : 15622 of approved make in all colours white, ivory, grey, fume red brown laid on 20mm thick cement mortar 1:4 (1 Cement : 4 sand) including grouting the joints with white cement and matching pigments etc., complete. 516 11.52 Providing and laying rectified Glazed Ceramic wall tiles 300x450 mm or more (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in all colours white, ivory, grey, fume red brown laid on 12 mm thick cement mortar 1:3 (1 Cement : 3 sand) including grouting the joints with white cement and matching pigments etc., complete. 517 11.53 Providing and laying Antiskid floor tiles of any sizes, 12 mm thickness 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 sand) including grouting the joints with white cement with matching pigments etc., complete. 518 11.54 Deduct for not grouting the joints with white cement and matching pigment in the items of fixing of vitrified tiles. 519 11.55 Deduct for not using 20mm thick cement mortar 1:4 (1 cement: 4 sand) bedding in laying of floor tiles. 520 11.56 Fixing glazed/ Ceramic/Rectified/ Vitrified floor tiles with cement based high polymer modified quick-set tile adhesive (Water based) conforming to IS: 15477, in average 3mm thickness. 521 11.57 Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having water absorption less than 0.05% and conforming to IS: 15622 of approved make in all colours and shades for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1cement : 4 sand) in all shapes and patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. 522 11.58 Providing and fixing Glass mosaic tiles at finished plain wall surface of size 20 mm x 20 mm x 4 mm in all colour, design, fixing in customize design as per direction of Engineer-in- Charge. The glass mosaic tiles to be fixed on the wall surface with the help of approved adhesive applied at the rate of 2.5 kg per sqm and grouting of the same. The rate is inclusive of all operation, material and required pattern approved by Engineer-in-Charge: 523 11.59 Providing and laying 500x500x40mm thick Turf paver on 150mm thick sub grade of compacted bed of 20mm nominal size stone aggregate and base course with 50mm thick sand and filling joints with sand including spreading, well ramming, consolidating and finishing smooth etc. all complete as per direction of Engineer- in-charge. 524 11.60 Providing and fixing 10mm 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 IS : 4457 complete as per the direction of Engineer-in- Charge. 525 11.60.1 In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement: 4 sand)Acid and alkali resistant tile. 526 11.60.2 In dado/skirting on 12 mm thick mortar 1:4 (1 acid proof cement: 4 sand).Acid and alkali resistant tile. 527 11.61 8 mm thick.stones Tile work in skirting, risers of steps and dado (upto 2 m height) over 12 mm thick bed of cement mortar 1:3 (1 cement :3 sand) and jointed with grey cement slurry @ 3.3 kg/sqm including pointing in white cement mixed with pigment of matching shade complete. 11.61.1 Marble tiles (polished) Raj Nagar. 11.61.2 Granite tile of any colour /shade 528 11.62 Providing and fixing cramps of required size and shape in RCC/ CC /Stone/ Brick masonry backing with cement mortar 1:2 ( 1 cement :2 sand) including drilling necessary hole in stones and embedding the cramp in the hole (fastener to be paid separately). 11.62.1 Gunmetal cramps. 11.62.2 Stainless steel cramps. 529 11.63 Providing and fixing expansion hold fasteners of wedge expansion type on C.C. / R.C.C./ Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete. 11.63.1 Fastener with threaded dia 6 mm. 11.63.2 Fastener with threaded dia 10 mm. 11.63.3 Fastener with threaded dia 12 mm. 530 11.64 Providing and fixing stone slab table rubbed on both faces edges rounded and polished of size as required and 1.8 cm 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 (1 cement: 2 sand: 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth. 11.64.1 White Agaria Marble Stone. 11.64.2 Granite Stone of approved shade. 531 11.65 Providing and fixing removable raised/false access flooring with system and its components of approved make for different plenum height with possible height adjustment upto 50 mm, comprising of modular load bearing floor panels supported on G.I. rectangular stinger frame work and and Surface flatness within 0.75mm.The panel is to withstand a Concentrated Load of 363 kgs applied on area 25mm x 25mm without collapse in the centre of the panel which is placed on four steel blocks. The panel will withstand and Uniformly Distributed Load (UDL) minimum 1250 kg/sqm and an impact load of 50kg all complete as per the approved manufacturers specification and as per the direction of Engineer- in-charge. All specification must be printed on the side of the panel to ensure the quality of the product. 11.65.1 300 mm Finished Floor Height (FFH) 11.65.2 450 mm Finished Floor Height (FFH). 532 11.66 Providing and laying factory made machine pressed precast cement concrete interlocking paver block of any shape and size conforming to IS:15658- 2006 and ISI marked of 60 mm thickness, M-30 grade with grey cement and pigment all as specified. Made by block making machine with strong vibratory compaction, laid in required colour and pattern over and including 50mm thick compacted bed of stone dust, filling the joints with sand etc. all complete as per the direction of Engineer-in-Charge. 533 11.67 Providing Epoxy flooring self leveling type on strong base in desired colour/design as approved by Engineer-in-Charge. Resin for epoxy is to be of floor grade type i/c appropriate hardner and filler material. with 5 year defect liability period (This item is to be used only for operation theaters in hospitals) 11.67.1 1 mm thick 11.67.2 2 mm thick 11.67.3 3 mm thick 534 11.68 Providing and fixing acoustic PVC (Poly Vinyl Flooring) EN (European Standard) over fiberglass mat PVC foam backing (EN 14904), total thickness is 3.25mm (EN 428/EN 427), wear layer is 0.85 mm thick (EN 429), anti-bacterial and anti-fungus surface treatment , chemical resistance test qualified (EN-423)-high resistance, thermal and underfloor heating test qualified (EN12524) - all vinyl sheets must be linked crosswise with a continuous copper strip and finally connected to earth for grounding electrostatic electrical charges. Suitable and slip resistant. Recommended to use in area like Lecturer room, Conference room, Kids area, School, colleges, Residential and all commercial official scope etc. 535 11.69 Providing and fixing 2 mm thick heterogeneous PVC (poly vinyl flooring) EN (European Standard) with wear layer is 0.55mm thick of PVC, total weight is 2300 g/m2 approx. PUR (polyurethane reinforced), residual indentation approx.0.05 mm, castor wheel test qualified, dimensional stability ≤0.10%, static electrical charge .The floor finish should termite free at the room perimeter passing over a concealed cove forming and continuing up on the wall upto100mm. Recommended to use in area like Patient rooms , Doctor room Lecturer room, Kids area, School, Colleges, Residential and all commercial official scope etc. 536 11.70 Providing and fixing 8mm and above thick laminated (wooden flooring) of AC4 and above grade product of approved made out of core high density fibre board (HDF), surface layer shall be high preasure laminated treated for abrasion, scratch, moisture protection, flame protection U.V resistant, layer of acrylic resin, aluminium oxide or similer layer having above properties, backing under layer on min 2 mm thickness shall provide as sound absorbent and moisture protection layer, The seamless impregenated decorative layer of specified size, design, colour and pettern, all bonded together under high temperature and pressure with eco-friendly. The material shall be applicable warranty formaldehyde free, eco- friendly and fully recyclable (eco-freindly) and matching shed and excluding quantity of skirting and profile. 537 11.71 Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, 1:6 (1 cement : 6 sand) including filling the joints with same mortar, with common burntclay non modular bricks 11.71.1 100 mm thick 11.71.2 200mm thick 538 11.72 Providing and laying factory made chamfered edge Cement Concrete paver blocks of required colour strength, thickness pattern, surface texture (smooth/rough) and size/shape, conforming to 15658-2006 IS marked made by table vibratory method using PU mould, laid in required colour and pattern over 0.30 mm with courtyards, porch with M 15 cement concrete in footpath, parks, lawns, drive ways or light traffic parking etc. complete as per manufacturers specifications and direction of Engineer-in-Charge. 11.72.1 80 mm thick C.C. paver block of M-35 grade 11.72.2 60 mm thick C.C. paver block of M-35 grade 11.72.3 60 mm thick C.C. paver block of M-30 grade 539 11.73 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 sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in- Charge). 540 11.74 Providing and fixing at or near ground level factory made RCC pavement slab of M-30 grade of size 450x450x50 mm, including reinforcement with 6 mm dia M.S. bars 4 nos on each side(top & bottom), including setting in position in footpath to the required level and line over a bed of 20 mm average thick cement mortar 1:5 (1 cement : 5 sand), having joint thickness not more than 5mm except on curve, including filling of joints with same cement mortar and making grooves etc. complete as per direction of Engineer-in-Charge. 541 11.75 Providing and fixing 16mm thick gang saw cut mirror polished premoulded and prepolished machine cut Granite of approved shade, colour and texture of Granite Door frame. in cement mortar 1:3 (1 cement :3 sand) Including rubbing, curing, moulding and polishing edges to give high glossy finish and drilling of hole for fixing stainless steel hings, aldrop, towerboltetc complete at all levels as per instruction of Engineer-in-Charge. 11.75.1 Granite Door frame for 100mm thick wall Thickness. 11.75.2 Granite Door frame for 200mm thick wall Thickness. 542 11.76 Providing and laying vitrified floor tiles (without soluble salt) or printed (with soluble salt) Nano polished (Glossy finish) in different sizes with water absorption less than 0.05% and conforming to IS:15622 of approved make in all colours& shades, 1st quality/ premium quality in flooring laid on 20mm thick cement mortar 1:4 (1cement :4sand) including grouting the joints with white cement and matching pigments etc. complete 11.76.1 Plain ivory light shade : Size 600X600mm thickness 9-10mm 11.76.2 Dark shade (terracotta) : Size 600X600mm thickness 9-10mm 543 11.77 Providing and laying vitrified floor tiles (without soluble salt) or printed (with soluble salt) Nano polished (Glossy finish) in different sizes with water absorption less than 0.05% and conforming to IS:15622 of approved make in all colours& shades, 1st quality/ premium quality in skirting laid on 12mm thick cement mortar 1:4(1cement :4sand) including grouting the joints with white cement and matching pigments etc. complete 11. 77.1 Plain ivory light shade : Size 600X600mm thickness 9-10mm 11. 77.2 Dark shade (terracotta) : Size 600X600mm thickness 9-10mm 544 11.78 Providing and laying vitrified floor tiles Multi/Double charged (Minimum top layer thickness 2.0mm) Neno Polished self design, in different size with water absorption less than 0.05% and conforming to IS:15622 of approved make in all colours& shades, quality/ premium quality in flooring laid on 12mm thick cement mortar 1:4(1cement :4sand) including grouting the joints with white cement and matching pigments etc. complete 11. 78.1 In light shade glossy/ rustic /stain finished 11. 78.1.1 Size 600X600 mm thickness 9-10 mm 11. 78.1.2 Size 800X800mm thickness 11-12mm 11. 78.1.3 Size 800X1200 mm thickness 11-12mm 11. 78.2 In dark shade glossy/ rustic /stain finished 11. 78.2.1 (a) Size 600X600 mm thickness 9-10 mm 11. 78.2.2 (b) Size 800X800mm thickness 11-12mm 11. 78.2.3 (c) Size 800X1200 mm thickness 11-12mm 545 11.79 Providing and laying vitrified floor tiles Multi/Double charged (Minimum top layer thickness 2.0mm) Neno Polished self design, in different size with water absorption less than 0.05% and conforming to IS:15622 of approved make in all colours& shades, 1st quality/ premium quality in skirting laid on 12mm thick cement mortar 1:4(1cement :4sand) including grouting the joints with white cement and matching pigments etc. complete 11. 79.1 In light shade glossy/ rustic /stain finished 11. 79.1.1 (a) Size 600X600 mm thickness 9-10 mm 11. 79.1.2 (b) Size 800X800mm thickness 11-12mm 11. 79.1.3 (c) Size 800X1200 mm thickness 11-12mm 11. 79.2 In dark shade glossy/rustic/stain finished 11. 79.2.1 (a) Size 600X600 mm thickness 9-10 mm 11. 79.2.2 (b) Size 800X800mm thickness 11-12mm 11. 79.2.3 (c) Size 800X1200 mm thickness 11-12mm 546 11.80 Providing and laying vitrified floor-tiles Full Body Design Homogenous Body matt/rustic finish in different size with water absorption less than 0.05% and conforming to IS:15622 of approved make in all colours& shades, 1st quality/ premium quality in flooring laid on 20mm thick cement mortar 1:4(1cement :4sand) including grouting the joints with white cement and matching pigments etc. complete 11. 80.1 In light colour and shades as ivory, beige blanco, grey etc. 11. 80.1.1 (a) Size 300X300 mm thickness 9-10 mm 11. 80.1.2 (b) Size 600X600mm thickness 9-10mm 11. 80.1.3 (c) Size 600X600 mm thickness 11-12mm (to be used heavy duty indoor areas of non residencial buildings only such as schools, hostels, libraries hospitals, institutions, offices etc.) 11. 80.2 In dark colour and shade etc. 11. 80.2.1 (a) Size 300X300 mm thickness 9-10 mm 11. 80.2.2 (b) Size 600X600mm thickness 9-10mm 11. 80.2.3 (c) Size 600X600 mm thickness 11-12mm (to be used in heavy duty indoor areas of non residencial buildings only such as schools, hostels, libraries hospitals, institutions, offices etc.) 547 11.81 Providing and laying vitrified floor-tiles Full Body Design Homogenous Body matt/rustic finish in different size with water absorption less than 0.05% and conforming to IS:15622 of approved make in all colours& shades, 1st quality/ premium quality in skirting, riser laid on 12mm thick cement mortar 1:4(1cement :4sand) including grouting the joints with white cement and matching pigments etc. complete 11. 81.1 In light colour and shades as ivory, beige blanco, grey etc. 11. 81.1.1 (a) Size 300X300 mm thickness 9-10 mm 11. 81.1.2 (b) Size 600X600mm thickness 9-10mm 11. 81.2 In dark colour and shades etc. 11. 81.2.1 (a) Size 300X300 mm thickness 9-10 mm 11. 81.2.2 (b) Size 600X600mm thickness 9-10mm 548 11.82 Providing and laying digital print random design(PGVT)/(GVT) vitrified tiles in different sizes with water absorption less than 0.05% and conforming to IS:15622 of approved make in all colours& shades, 1st quality/ premium quality including grouting the joints with white cement and matching pigments etc. complete 11. 82.1 For floor glossy/ rustic /stain/matt finished laid on 20mm thick cement mortar 1:4 (1 cement:4sand) 11. 82.1.1 Size 600X600 mm thickness 9-10 mm 11. 82.1.2 Size 800X800mm thickness 11-12mm 11.82.1.3 Size 800X1600 mm thickness 11-12mm 11.82.1.4 Size 1000X1000 mm thickness 11-12mm 11. 82.1.5 Size 600X1200 mm thickness 11-12mm 11. 82.1.6 Size 800X1200 mm thickness 11-12mm 11. 82.1.7 Size 1200X1200 mm thickness 11-12mm 11.82.1.8 Size 1200X1800 mm thickness 11-12mm 11.82.1.9 Size 1200X2400 mm thickness 11-12mm 11. 82.2 For wall stain / rustic finished laid on 12mm thick cement mortar 1:3 (1 cement:3sand) prepared same day when mortar is still green i.e.within 6 hours, Size 300X600 mm thickness 9-10 mm 11. 82.3 For wall polished / Glossy finished laid on 12mm thick cement mortar 1:3 (1 cement:3sand) prepared same day when mortar is still green i.e. within 6 hours, Size 300X600 mm thickness 9-10 mm 549 11.83 Providing and laying digital print random design(PGVT)/(GVT) vitrified tiles in different sizes with water absorption less than 0.05% and conforming to IS:15622 of approved make in all colours& shades, 1st quality / premium in skirting, riser laid our 12mm thick cement mortar 113 including grouting the joints with white cement and matching pigments etc. complete 11. 83.1 For skirting, risers etc. glossy/ rustic /stain/matt finished in all colours and shades 11. 83.1.1 Size 600X600 mm thickness 9-10 mm 11. 83.1.2 Size 800X800mm thickness 11-12mm 11. 83.1.3 Size 600X1200 mm thickness 11-12mm 11. 83.1.4 Size 800X1200 mm thickness 11-12mm 550 11.84 Granite work gang saw cut (polished machine cut) of thickness 12 mm for wall lining, skirting, risers of steps and dado (veneer work), back filling with a grout of average 12 mm thick in cement mortar 1:3 (1 Cement: 3 sand) including pointing with white cement mortar 1:2 (1 white cement: 2 marble dust) with an admixture of pigment to match the marble shade: (To be secured to the beaching by means of cramps, which shall be paid for separately). 11. 84.1 Area of tiles not less 0.18 sqm 11. 84.1.1 Fine granite dark Black/dark Red/ White with self design/ pattern/crystals of other colors of glitter 11. 84.1.2 Course granite light Black/light Red/ off White with crystals of other colors and various patterns 11. 84.1.3 Gray/Pink/Brown with various patterns 551 11.85 Providing and laying gang saw cut 12mm thick, mirror polished pre moulded (wherever required) and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in flooring laid over 20mm thick base of cemnt mortar 1:4(1cement:4sand) including grouting the joints with white cement mixed with matching pigments, epoxy touch ups etc. complete as per direction of Engineer-in-Charge. 11. 85.1 Area of tiles not less 0.18 sqm 11. 85.1.1 Fine grained granite dark Black/dark Red/ White with self design/ pattern/crystals of other colors of glitter 11. 85.1.2 Coarse grained granite light Black/light Red/ off White with crystals of other colors and various patterns 11. 85.1.3 Gray/Pink/Brown with various patterns 552 11. 86 Providing and fixing artificial synthetic green long and fine yarns grass, UV/water resistant with SBR latex backing eco-friendly durable high density 100 % PP ( Poly Poplin ) anti UV fiber.denier 12000 dtex, stich rate 18 stiches per 10cm, stich density 16800 stiches/m2, tufted weight 1830g/sqm approx. 11. 86.1 Roll size will be 25.00m X 2.00m (25mm thick)- weight 150kg- per roll. 11. 86.2 Roll size will be 25.00m X 2.00m (40mm thick)- weight 180kg- per roll. 553 11.87 Providing and fixing laminated (engineered wooden flooring) of suitable thickness 10-14 mm of suitable grade category product of approved made out of core high density fibre board (HDF) &other component it treated for abrasion ,scratch ,moisture protection, flame protection,U.V resistant. backing with eco- friendly resins specified by the manufacturer .The material shall be applicable warranty formaldehyde free, eco friendly, highly recommended for high traffic area and fully recyclable and matching shed and excluding quantity of skirting and profile. 554 11.88 Providing and fixing single layer homogeneous (solid wooden flooring) of suitable thickness 14 - 18 mm of suitable grade category product of scratch protection, moisture protection, flame protection U.V. resistant, backing under layer on min 2 mm thickness The material shall be applicable warranty formaldehyde free, eco friendly ,highly recommended for high traffic area and fully recyclable and matching shade and excluding quantity of skirting and profile. 555 11.89 Providing and fixing tuffed 1/10” loop pile (carpet tile / Carpet). EN (Euorpean Standard) size 50cm x 50cm /roll Size of total thickness 5.5 mm and above with total mass of 4100g/m2approx and with polyester fleece primary backing with standard dimensional stability with impact sound / noise reduction and recommended for high traffic acoustical area. 556 11.90 Providing and fixing spc (stone plastic composite) virgin pvc water resistant proof vinyl flooring with a thickness between 4 to 8mmuv coated layer with a wear layer of 0.3 to 0.80mm with a SPC core layer of 2.00 to 5.00 mm with a SOP of heat resistant, voc free, easy to cut, anti microbial protection in the form of tiles, planks helpful in environmental of profection health. 557 11.91 Providing and laying pre mirror polished/ pre polished fine grain machine cut sand stone tile flooring 20mm thick (hardness should not be less than 7 and water absorption should not be more than 0.3%) of required size and shape of approved shade, flooring in plazas open staircase and similar locations, laid over 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joint with white cement mix with matching pigment etc. complete as per direction of Engineer-in-Charge. 11. 91.1 300x300mm 11. 91.2 400x400mm 11. 91.3 600x600mm 558 11.92 Providing and laying pre mirror polished/ pre polished fine grain machine cut sand stone slab flooring 20mm thick (hardness should not be less than 7 and water absorption should not be more than 0.3%) of required size of area more then .50 sqm and shape of approved shade, flooring in plazas open staircase and similar locations, laid over 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joint with cement mix matching pigment etc. complete as per direction of Engineer -in-Charge. 559 12.1 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 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. 12.1.1 1.00mm thick with zinc coating not less than 275gm/m² 12.1.2 0.80mm thick with zinc coating not less than 275gm/m² 12.1.3 0.63 mm thick with zinc coating not less than 275gm/m² 560 12.2 Straight cutting in G.S. sheet of any thickness roofing for making opening of area exceeding 40 sq. decimetre for chimney stacks, sky light etc. 561 12.3 Extra for circular cutting in C.G.S. sheet of any thickness roofing for making opening of area exceeding 40 square decimetre : 562 12.4 Providing ridges or hips of width 60 cm over all 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. 12.4.1 0.80mm thick with zinc coating not less than 275gm/m² 12.4.2 0.63mm thick with zinc coating not less than 275gm/m² 563 12.5 Providing valleys of 90cm wide overall in plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8mm dia. G.I. limpet and bitumen washers complete. 1.60 mm thick with zinc coating not less than 350gm/m² 564 12.6 Providing and Fixing of 40 cm over all width plain, G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts, G.I. limpet and bitumen washer complete, bent to shape and fixed in wall with cement mortar 1:3 (1cement : 3 sand). 1.00mm thick with zinc coating not less than 275gm/m² 565 12.7 Providing and fixing 15 cm wide 45 cm over all semicircular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc. including making necessary connections with rain water pipes complete. 12.7.1 0.80mm thick with zinc coating not less than 275gm/m² 12.7.2 0.63mm thick with zinc coating not less than 275gm/m² 566 12.8 Providing reinforced by organic fibres and/or inorganic synthetic fibres cement 6 mm thick corrugated sheets (as per IS: 14871) roofing up to any pitch and fixing with polymer coated J, or L hooks, bolts and nuts 8 mm 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. 567 12.9 Extra for straight cutting in reinforced by organic fibres and/or inorganic synthetic fibres cement corrugated, semi corrugated 6 mm thick sheet roofing for making openings of area exceeding 40 square decimeter for chimney stacks, skylights etc.. 568 12.10 Extra for circular cutting in reinforced by organic fibres and/or inorganic synthetic fibres cement corrugated/ semi corrugated 6 mm thick sheet roofing for making openings of area exceeding 40 square decimeter. 569 12.11 Extra for providing and fixing wind ties of 40x 6 mm flat iron section. 570 12.12 Providing and fixing ridges and hips in fibre cement reinforced by organic fibres and/or inorganic synthetic fibres roofing with suitable fixing accessories or self drilling fastener and EPDM washer etc. complete. 12.12.1 Corrugated serrated adjustable ridges 12.12.2 Plain wing adjustable ridges 12.12.3 Close fitting adjustable ridges 12.12.4 Unserrated adjustable hips 571 12.13 Providing and fixing fibre cement reinforced by organic fibres and/or inorganic synthetic fibres roofing accessories in all colours with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen washers or with self drilling fastener and EPDM washer etc. complete: 12.13.1 Corrugated apron pieces 12.13.2 Eaves filler pieces 12.13.3 North light curves 12.13.4 ventilator curves 12.13.5 Barge boards 12.13.6 Ridge finials 12.13.7 Special north light curves 12.13.8 S type louvers 572 12.14 Providing flat iron brackets 50x3mm size with necessary bolts, nuts washers etc. for fixing G.S. sheets gutters with purlins. 573 12.15 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 gsm as per IS:277 in 240 mpa steel grade, 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches while 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 55mm) 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. 574 12.16 Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm + 0.05 % total coated thickness, Zinc coating 120gsm 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 : 12.16.1 Ridges plain (500 - 600mm). 12.16.2 Flashings/ Aprons.( Upto 600 mm) 12.16.3 North light curves. 12.16.4 Barge board (Upto 300 mm) 12.16.5 Crimp curve 12.16.6 Gutter. (600 mm over all girth) 575 12.17 Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch, including fixing with polymer coated J or L hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified. 12.17.1 2mm thick corrugated (2.5 or 4.2 or 6) or step-down (2or 3or 6) as specified. 12.17.2 2mm thick flat. 576 12.18 Providing and Fixing of sky lights consisting of Multi cell/tight cell Polycarbonate Panel System of approved colour, 16 mm thick (minimum) having uniform in color with an integral Tight-Cell core constructed not to exceed 4mmx4mm in a cross section, involved such as bolts nuts and screws etc. and labour for cutting bending to required profile, necessary scaffolding, hoisting in position etc. for proper completion of the work etc. complete as per specification drawings and direction of Engineer in charge. Finished surface area of roofing fixed over steel tubular structure shall be measured for payment. MS tabular frame work shall be measured separately for payment. 12.18.1 10mm thick 12.18.2 16mm thick 577 12.19 Providing sand stone slab 40 to 50 mm thick for roofing and laying them in cement mortar 1 : 4 (1 cement : 4 sand) over wooden karries or R.C.C. battens or structural steel sections (Karries or battens or structural steel sections to be paid separately) including pointing the ceiling joints with cement mortar 1:3 (1 cement : 3 sand ) complete : 12.19.1 Red sand stone slab 12.19.2 White sand stone slab : 578 12.20 Painting top of roofs with residual type petroleum bitumen of grade VG 10 of approved quality @ 17kg per 10 sqm impregnated with a coat of sand at 60 cum per 10sqm including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete : 579 12.21 Providing and applying two coats of High Albedo paint having minimum Solar Reflective Index (SRI) 108 (with solar reflectance and thermal emittance tested as per ASTM) C 1549 and ASTM C 1371 respectively), VOC less than 10 cc/gm. The coating thickness and the methodology of application shall be strictly as per manufacturers specifications and as approved by engineer In charge. Surface preparation includes cleaning with metal wire brush to remove all dust, fungus etc., and washing with water all complete. The contractor shall give guarantee for the performance of SRI and also the durability of coating, all complete as per direction of Engineer-in-charge. 580 12.22 Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI (solar refractive index) > 78, solar reflection >0.70 and initial emittance >0.75 on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1 cement : 4 sand) and grouting the joints with mix of white cement and marble powder in ratio of 1:1, including rubbing and polishing of the surface upto 3 cuts complete, including providing skirting upto 150 mm height along the parapet walls in the same manner. 581 12.23 Providing and laying pressed clay tiles (as per approved pattern 20 mm nominal thickness and of approved size) on roofs jointed with cement mortar 1:4 (1 cement : 4 sand) mixed with 2% integral water proofing compound laid over a bed of 20 mm thick cement mortar 1:4 (1 cement : 4 sand) and finished neat complete. 582 12.24 Providing and fixing on roof pressed clay tile (Mangalore tile) 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately) 583 12.25 Providing and laying on roof pressed clay tile ridge (Mangalore tile) of 20mm thickness of approved pattern on steel frame work complete (steel frame work to be paid separately) 584 12.26 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 sand : 4 stone aggregate 10mm and down grade) including finishing with cement mortar 1:3 (1 cement : 3 sand) as per standard design : In 75x75mm deep chase 585 12.27 Making khurras 45x45 cm (sunk area) with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1mx1mx400micron, finished with 12mm cement plaster 1:3 (1 cement : 3 sand) and a coat of neat cement rounding the edge and making and finishing the outlet complete so as to receive rain water/ spillage water on roof in a sunk area and completely rain out in a near perfect strain meter motion into rain water pipe. 586 12.28 Providing and fixing M.S. holder bat clamps of approved design to C.I. Or S.C.I. rain water pipes embedded in and including cement concrete blocks 10x10x10cm of Cement Concrete 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) and cost of cutting holes and making good the walls etc. 12.28.1 100 mm diameter 12.28.2 150 mm diameter 587 12.29 Providing and fixing ISI marked sand cast iron rain water pipes. 12.29.1 100 mm dia minimum wall thickness 5mm 12.29.2 150 mm dia minimum wall thickness 5mm 588 12.30 Providing lead caulked joints to sand cast iron rain water pipes and fittings : 12.30.1 100 mm dia. Pipe 12.30.2 150 mm dia. Pipe 589 12.31 Providing, fixing and embedding sand cast iron accessories for rain water pipes in the masonry surrounded with 12 mm thick cement mortar of the same mix, as that of masonry (lead caulking will be paid for separately) : 12.31.1 Sand cast iron bend : 12.31.1.1 100 mm diameter 12.31.1.2 150 mm diameter 12.31.2 Sand cast iron plain shoes : 12.31.2.1 100 mm diameter 12.31.2.2 150 mm diameter 590 12.32 Providing and fixing on wall face Rigid Unplasticised rigid PVC (upvc) Single socketed 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. 12.32.1 75 mm diameter (minimum wall thickness 1.8mm) 12.32.2 110 mm diameter (minimum wall thickness 2.2mm) 591 12.33 Providing and fixing on wall face Unplasticised - UPVC 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. 12.33.1 Coupler 12.33.1.1 75 mm (minimum wall thickness 1.8mm) 12.33.1.2 110 mm (minimum wall thickness 2.2mm) 12.33.2 Single push fit Coupler : 12.33.2.1 75 mm (minimum wall thickness 1.8mm) 12.33.2.2 110 mm (minimum wall thickness 2.2mm) 12.33.3 Single tee with door 12.33.3.1 75x75x75 mm (minimum wall thickness 1.8mm) 12.33.3.2 110x110x110 mm (minimum wall thickness 2.2mm) 12.33.4 Single tee without door 12.33.4.1 75x75x75 mm (minimum wall thickness 1.8mm) 12.33.4.2 110x110x110 mm (minimum wall thickness 2.2mm) 12.33.5 Bend 87.5° 12.33.5.1 75 mm bend (minimum wall thickness 1.8mm) 12.33.5.2 110 mm bend (minimum wall thickness 2.2mm) 12.33.6 Shoe (Plain) 12.33.6.1 75 mm Shoe (minimum wall thickness 1.8mm) 12.33.6.2 110 mm Shoe (minimum wall thickness 2.2mm) 592 12.34 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. 12.34.1 75 mm (minimum wall thickness 1.8mm) 12.34.2 110 mm (minimum wall thickness 2.2mm) 593 12.35 Providing and fixing to the inlet mouth of rain water pipe fixing cast iron grating 15 cm diameter and weighing not less than 440 grams. 594 12.36 Providing and fixing to the inlet mouth of rain water pipe PTMT (an Engineering Thermoplastic) grating square (Slit) 150 mm square with a height of 8 mm and weighing not less than 100 gms. 595 12.37 Providing and fixing 100 mm/110 mm diameter and 60 cm long rain water spout in cement mortar 1:4 (1 cement : 4 sand) 12.37.1 Stone ware spout 12.37.2 Upvc spout (Pipe dia.110 mm) 596 12.38 Providing and fixing of self-supported mechanically seamed roofing system, made of high quality steel, having 340 MPA yield strength, pre coated galvalume sheet as per ASTM A 792 M of base metal thickness from 0.8 mm to 1.6mm (tolerance ± 0.02mm). High grade steel sheet should have 55% aluminum and 45% zinc coating by hot-dip process of minimum 25 micron The rate includes supplying, fixing, loading unloading, hire charges of all plants machineries, anchors, fasteners, washers, bolts, epoxy, paint and all wastage etc. complete. Accessories and fixtures like hangers/clamps for installation of lighting /fixtures /utility/ duct as per requirement and ventilators, skylight can also be provided at crown/ridge by making cuts into the panels which is to be paid separately. This item shall be executed only by the agency which has all required manufacturing machineries and necessary expertise. 12.38.1 Base metal thickness 0.8mm up to span 15 meter 12.38.2 Base metal thickness 0.9mm , up to span 18 meter 12.38.3 Base metal thickness 1.0 mm, up to span 21 meter 12.38.4 Base metal thickness 1.1 mm, up to span 23 meter 12.38.5 Base metal thickness 1.2mm, up to span 25meter 12.38.6 Base metal thickness 1.3 mm, up to span 27 meter 12.38.7 Base metal thickness 1.4mm, up to span 29meter 12.38.8 Base metal thickness 1.5 mm, up to span 31 meter 12.38.9 Base metal thickness 1.6 mm, up to span 33 meter 12.38.10 Providing and fixing galvalume 1.0 mm thick clamps/hangers of size 75X140mm with saddle of 50mm dia, riveted at one side and nut and bolt at other side, to self-supported roofing system by mechanical seaming to suspend light fixture/cable stay/false ceiling/duct etc., at their location which should be planned earlier by engineer-in-charge. Clamps shall be fixed during seaming of panels. 12.38.11 Providing and fixing advanced type hurricane turbo ventilator to self- supporting roof having neck dia 600mm made of aluminum having 24 nos vertical vanes made of aluminum sheet. Ventilator should be fixed on 1 to 2mm thick G.I. ring which shall be fixed on 2mm thick polycarbonate sheet. Polycarbonate sheet shall have foam tap or rubber gasket under and over it and fixed by 1 to 2 mm thick aluminum angle 25X25mm with self- tapping screw to panels. All joints shall be sealed by silicon. Rates i/c of all material, labour fittings screw, rings, foam tap, aluminum angles etc. complete. Deduction shall not be made for cutting area of self-supported roof. 12.38.12 Providing and fixing of 2mm thick polycarbonate sheet to self-supported roofing system. The sheet shall have tensile strength and elongation as per ASTM D 638, refractive index as per ASTM D 592, light transmission as per ASTM D 1003 and specific gravity as per STM D 792. Polycarbonate sheet shall have foam tap or rubber gasket under and over it and fixed by 1 to 2 mm thick aluminum angle 25X25mm with self- tapping screw to panels. All joints shall be sealed by silicon. Rates include of all material, labour, fittings, screw, foam tap, aluminum angles etc. complete. Deduction shall not be made for cutting area of self-supported roof. 597 12.39 Supply, fabrication and erection of three-dimensional space frame steel structure consisting of support node, primary space frame members, space notes nodes, bolts, sleeves (nut), purlin stool, purlin etc. to support roof sheet in plain or curved shape. (Approximate zinc coating thickness 77 Microns) and shall not be less than 400 g/sqm (Approximate zinc coating thickness 56 microns). Bolts, sleeves and cones shall be electro-galvanized to ASTM B 633 Type 2, SC3. Shop drawings along with structural design analysis shall be provided by the manufacturer for approval of the engineer in charge. Rate shall include cost of design, all material, all lifts, labour, transport, storage, machines, tools and plants, wastages, erection and installation at site all necessary scaffolding etc. necessary to provide finished product but excluding cost of erection/construction of support shaft and roof sheet. 598 12.40 Providing and fixing roofing consist of 0.8 mm thick galvanized steel deck sheet confirming to IS 277:1992 used as permanent shuttering over which MS wire mesh 3mm laid at 100x100 mm grid including edge trim covered with concrete. This metal deck will be supported on structural steel beam with shear studs. (Structural steel like Beam, column, joists etc. & concrete of different grade as per design will be paid separately). 599 12.41 Providing and fixing in position roof tile under lay using 12mm thick(minimum) Moisture/fire Resistance heavy duty fibre cement board(High Pressure Steam Cured) Type A,Category 4 conforming to IS 14862:2000, fixed on Steel frame work of 610mmx610mm or 610mmx1220mm grid by counter sunk stainless screw @ 300mm C/C all complete as per the drawings. Tiles etc may be laid on the board substrate by sealing the joints properly with filler material or sealant to ensure no leakage through joints. All complete as per drawings, specification and as per direction of Engineer-in-Charge.Note - MS Section structure and roof tile like Shingles/Mangalorian Tiles etc cost will be paid seprately. 600 12.42 Providing and 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 12.5mm x 24 gauge wire mesh, for top most ceiling of building. 601 12.43 Providing and fixing thermal insulation with Resin Bonded Fibre glass wool conforming to IS : 8183, density 16kg/m3, 50mm thick, wrapped in 200G Virgin Polythene bags placed over existing false ceiling and held in position by criss-crossing GI wire. 602 12.44 Thermal Insulation of roofing with Expanded polystyrene fixed with suitable adhesive to the false ceiling as per the directions of the Engineer-in-charge : 603 12.44.1 With Type N - Normal 50 mm thick 604 12.44.2 With Type SE - Self Extinguishing type 50 mm thick. 605 12.45 Providing and laying thermal insulation of roofing with 40 mm thick impervious sprayed, closed cell free Rigid Polyurethane foam over deck insulation conforming to IS - 12432 Pt. III (density of foam being 40-45 kg/cum), over a coat of polyurethane primer applied @ 6-8 sqm per litre, laying 400 G polythene sheet over PUF spray and providing a wearing course of 40 mm thick cement screed 1: 2 : 4 (1 cement : 2 sand : 4 stone aggregate 20 mm nominal size) in chequered rough finish, in panels of 2.5 mx2.5 m and embedding with 24 G wire netting and sealing the joints with polymerized mastic, all complete as per direction of Engineer-in-Charge. 606 12.46 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, rawl plug and washers and held in position by criss crossing GI wire etc. complete as per directions of Engineer-in- Charge. 607 12.47 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 12.5mm x 24 gauge wire mesh, for top most ceiling of building. 608 12.48 Providing and fixing thermal insulation with Resin bonded rock wool conforming to IS: 8183, density 48 kg/m3, 50 mm thick, wrapped in 200 G virgin Polythene bags placed over existing false ceiling and held in position by criss- crossing GI wire. 609 12.49 Providing and fixing thermal insulation with Resin Bonded rock wool conforming to IS: 8183, having density 48 kg/m3. 50 mm thick, wrapped in 200 G Virgin Polythene Bags fixed to wall with screw, rawl plug and washers and held and in position by criss cossing GI wire etc.complete as per directions of Engineer-in-Charge. 610 12.50 Supply and application of 48kg/m3 density & 50 mm thick with a tolerance of -2 + 6mm of Rockwool RB slabs unfaced (Binder<3.5%); conforming to IS: 8183/ASTM C 612 latest edition with amendments. Non- combustible when tested as per BS 476 Part 4 or A1 when tested as per EN: 13501. Two random samples from each supplied batch will be test for shot content at the site. The melting point of the wool shall be more than 1000°C and wool shall be bio-soluble in accordance with EU directive 127/2008 or similar. All Above mentioned standard are as per latest edition with amendments. 611 12.51 Supply & Application of Rockwool RB slab 48kg density, 50mm thick wrapped in 200G vergine polythene bags for partition, ceiling (Under Deck insulation) conforming to IS: 8183 with tolerance of -2 +6mm of rock wool RB slabs unfaced (Binder <3.5%) conforming to IS: 8183/ASTM C 612 latest edition with amendments. Non-combustible when tested as per BS 476 Part 4 or Al when tested per EN 13501. . Two random samples from each supplied batch will be test for shot content at the site. The melting point of the wool shall be more than 1000°C and wool shall be bio-soluble in accordance with EU directive 127/2008 or similar. All Above mentioned standard are as per latest edition with amendments. 612 12.52 Supply & Application of Rockwool RB 2 slab 64kg /m3, 50mm thick, with GI wire netting 24 SWG; fixing for NRC Value 1.00 for Acoustics, thermal & fire purpose conforming to and IS: 8133, IS: 8183 with tolerance of -2 + 6mm of RB slabs unfaced (Binder < 3.5%); conforming to IS: 8183/ASTM C 612 latest edition with amendments. Two random samples from each supplied batch will be tested for shot content at the site. The melting point of the wool shall be more than 1000°C and wool shall be bio-soluble in accordance with EU directive 127/2008 or similar. All Above mentioned standard are as per latest edition with amendments. 613 12.53 Supply & Application of Rockwool building roll (1.1mx10m) 48kg density, 50mm thick with FSK (foil scrim Kraft) aluminium foil facing for HVAC duct & building underdeck purpose conforming to IS: 8183, IS: 8183 and IS:8183 a tolerance of -2 +6 mm of Rockwool RB slabs unfaced (Binder < 3.5%) ; conforming to IS: 8183; /ASTM C 612 latest edition with amendments. Non-combustible when tested as per BS: 476 Part 4 or Al when tested as per EN: 13501. Two random samples from each supplied batch will be test for shot content at the site. The melting point of the wool shall be more than 1000°C and it shall be bio-soluble in accordance with EU directive 127/2008 or similar. All Above mentioned standard are as per latest edition with amendments. 614 12.54 Supply & Application of Rockwool Building Roll (1.1mX10m) 48kg density, 50mm thick with ALG (Alu & glass) mixture of Aluminium & glass facing for building underdeck application below metal sheet also conforming IS: 8183, IS: 8183 and IS: 8183 a tolerance of -2+6mm of rockwool RB slabs unfaced (Binder < 3.5%); conforming to IS: 8183/ASTM C 612 latest edition with amendments. Non-combustible when tested as per BS 476 Part 4 or Al when tested as per EN 13501. The maximum service temperature shall be 700°C. Shot content should be less than 2% for 500 microns & less than 10% for 250 microns when tested as per standard IS: 3144. Two random samples from each supplied batch will be test for shot content at the site. The melting point of the wool shall be more than 1000°C and wool shall be bio-soluble in accordance with EU directive 127/2008 or similar. All Above mentioned standard are as per latest edition with amendments. 615 12.55 Providing and fixing of minimum 12mm thick, 5 layered bubble Reflective thermal insulation made of 12 microns aluminum foil with minimum 97% Reflectivity on both outer sides, under both aluminum foil 4mm thick FR bubble insulation with Low Emissivity - 0.032 (ASTM1371), Fire Class A (ASTM E84) All five layers of insulation shall be stick with each other by registered manufacturer using hot process without using any kind of adhesive. Insulation shall be supplied in 1.10m wide roll width with 50mm wide factory-made cuts at both sides to joint another roll by using general stapler in case of new shed and adhesive in case of existing or self-supported roof. 12.55.1 Fixing of insulation on new work by laying horizontally on the purlins and perpendicular to the direction of purlins and fixing by using self- tapping screws at equal distance. Place and align the second roll of insulation parallel to the first roll and overlaps the adjacent rolls. After Insulation is fixed over the purlins the metal sheet is placed over insulation and drilled with self-tapping screws with purlins etc. complete, including all material and scaffolding. 12.55.2 Installation of insulation in Old Sheds where the sheets have been already fixed over the purlins so insulation shall be fixed under the purlins covering the roof bottom. Insulation roll to be unfolded at the bottom of the purlin horizontally and parallel to the roof and fixed by using the self- tapping screw with a washer at equal distance etc. Complete, including all material and scaffolding. 12.55.3 Insulation of Self-Supported Roof shall be applied under the roofing by using stud welding to the self- supported roof at a distance not be more than 300 mm in both directions. At each stud insulation roll shall be pushed against the studs so that it gets punctured and then non-returning washer has to be applied at the stud etc. complete, including all material and scaffolding. 616 12.56 Providing and fixing 50 mm thick extruded polystyrene rigid insulation board (XPS) of required size over- deck on ceiling surface, complying with ASTM C 578 - type VI, having thermal conductivity of 0.0289 W/mK as per ASTM C 518, compressive strength of > 350 kPa listed as per ASTM C 1621, density of 34-36 kg/m³ as per ASTM D 1622, water absorption < 1% by volume as per ASTM C 272, oxygen index of minimum 24 as per ASTM D 2863 and Fire retardant property as per DIN 4102, with preferred stone or pre-cast tiles shall be laid over the XPS board with suitable grouting including providing pre-fabricated EPDM drain outlets (Cement Screed casting shall be done at the junction of roof and parapet walls), all as per the directions of Engineer-in-charge. 617 12.57 Providing and fixing 50 mm thick extruded polystyrene rigid insulation board of required size underdeck on ceiling surface, complying with ISO 4898:2008 & ASTM C 578-08b - type VI, having thermal conductivity of 0.0289 W/m K as per ASTM C 578 Fire retardant property as per DIN 4102, Part 1 of class B2 and as per ASTM E84 class A, fixed with suitable water based adhesive and fastener, complete in all respect as per the directions of Engineer-in-Charge. 618 12.58 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, 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: 12.58.1 10mm thick plaster of Paris (gypsum anhydrous) sheet 10mm thick pop board 12.58.1.1 Flat surfaces 12.58.1.2 Curved surfaces 12.58.1.3 Sunk or raised mouldings 12.58.1.4 Extra for providing in the plaster of Paris (Gypsum anhydrous) ceiling above 5 metre height from floor level. 12.58.2 12.5 mm thick tapered edge gypsum board 12.58.2.1 Plain board conforming to IS: 2095- Part I : 2011 (Board with BIS certification marks). 12.58.2.2 Fire resistant Glass Reinforced Gypsum (GRG) board conforming to IS: 2095- (Part 3) : 1996 (Board with BIS certification marks) 12.58.2.3 Gypsum moisture resistant board. 12.58.2.4 Fully Perforated Gypsum Plaster Board having approx. 15 % perforated area with perforation size and pattern as approved by the Engineer-in-charge and as per manufacturers specification, with all 4 side tapered and backed by acoustical tissue with NRC value not less than 0.60. 12.58.3 8 mm thick Calcium Silicate Board made with Calcareous and Siliceous materials reinforced with cellulose fiber manufactured through autoclaving process. 619 12.59 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 mainT 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 galvanized 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. 12.59.1 GI 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 I sheet 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. 12.59.2 GI Metal Ceiling Lay in perforated Tegular edge global white color tiles of size 595x595 mm and 0.5 mm thick with 8 mm drop; made of GI sheet having galvanizing of 100 gms/sqm (both sides inclusive) and 20% perforation area with 1.8 mm dia holes and having NRC (Noise Reduction Coefficient) of 0.5, electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending and perforation, and backed with a black Glass fiber acoustical fleece. 12.59.3 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 ompletely sealed unit. 12.59.4 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. 12.59.5 Glass fiber Acoustical Suspended Ceiling System with 16 mm thick tegular edge or micro look edge tiles of size 595x595mm.The tiles should have Humidity Resistance (RH) of 99%, NRC 0.5, Light Reflectance ≥83%, Thermal Conductivity k = 0.052 - 0.057 w/m K, Colour White, Fire Performance UK Class 0 / Class 1 (BS 476 pt - 6 and7) in module size of 600 x 600 x 16mm with Bio Block coating on the face of the tile, suitable for Green Building application, with Recycled content of 38 - 41%. The Tile and Grid system used together should carry a 15 year warranty. 12.59.6 8mm thick non-asbestos multipurpose termite, fire & moisture resistance cement bonded particle board as per IS: 14276, white primedcolour tiles of size 595X595 mm. 12.59.7 6mm thick non-asbestos multipurpose termite, fire & moisture resistance cement bonded particle board as per IS: 14276, white primed colour tiles of size 595X595 mm. 620 12.60 Providing and fixing GI Clip in Metal Ceiling System of 600x600 mm module which includes providing and fixing ‘C’ wall angle of size 20x30x20mm made of 0.5mm thick pre painted steel along the perimeter of the room with help of nylon sleeves and wooden screws at 300mm center to centre, suspending the main C carrier and in direction perpendicular to it at 600mm centers with help of suspension brackets. Wherever the main C carrier and spring T have to join, C carrier and spring T connectors have to be used. All sections to be galvanized @ 120 gms/sqm (both side inclusive) Fixing with clip in/swing down tiles into spring T with 12.60.1 GI Metal Ceiling Clip in /swing down plain Beveled edge global white color tiles of size 600x600 and 0.5mm thick with 25mm height, made of G I sheet 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. 12.60.2 GI Metal Ceiling Clip in /swing down plain Beveled edge global white color tiles of size 600x600 and 0.5mm thick with 25mm height, made of G I sheet having galvanizing of 100 gms/sqm (both sides inclusive) and 20% perforation area with 1.8mm dia holes and having NRC of 0.5, electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending and perforation. 621 12.61 Providing & Fixing of Unperforated Antibacterial Metal Tile Ceiling System comprising of Tile of 600mm wide and 600mm long manufactured out of 0.7mm thick aluminium alloy 3105 with beveled edge of 4.15mm width and height of 32mm. The Tile will be manufactured on advanced equipment that includes several levelling stages in the manufacturing process by approved certified manufacturers. The Tile shall be clipped into clip in rail of 0.5mm thick G.I. in form of a grid system using a cross connector. The clip in rail shall be supported from slab by means of rigid Suspension of 4mm G.I.Road, Hold on Clamp with Clip. (Rate include all materials and labour). 622 12.62 Providing and fixing board ceiling of approved quality with necessary nails etc. complete (frame work to be paid separately): 12.62.1 12mm thick insulating board 12.62.1.1 Natural colour insulating board 12.62.1.2 White face insulating board 12.62.1.3 Flame retardant face insulating board 12.62.2 Flat pressed 3 layer medium density particle board or graded particle board (Grade I) IS: 3087 12 mm thick marked in ceiling with necessary nails etc. complete 12.62.3 6 mm thick plain Multipurpose Cement board ( High Pressure steam cured ) as per IS : 14862, with suitable screws for fibre cement board in ceiling etc. complete 12.62.4 6mm thick High Pressure Steam Cured non asbestos, reinforced with cellulose fibres,Moistur& fire Resistance heavy duty fibre cement board, Type A,Category 4 conforming to IS 14862:2000.(for wet areas) 12.62.5 4 mm thick High Pressure Steam Cured non asbestos, pre-painted, self- embossed, designer cement boardType B, Category 3 conforming to IS 14862:2000 . of approved texture,design patterns 623 12.63 Extra for Circular cutting and wastages in ceiling with: board only (frame work) Natural colour insulating 12 mm thick board paid separately. 624 12.64 Extra for providing and fixing ceiling to curved surfaces in narrow widths 625 12.65 Providing and fixing false ceiling with 12 mm thick plain/ semi perforated or with design ceiling tiles of BWP type phenol formaldehyde synthetic resin bonded pressed particle board conforming to IS:3087, finished with a coat of aluminium primer on both sides and edges including two coats of synthetic enamel paint of approved quality on exposed face, fixed to a grid made out of anodised aluminium (with 15 micron anodic coating) The frame work shall be suspended from ceiling by level adjusting hangers of 6 mm dia M.S rod fixed to roof slab by means of ceiling cleats and dash fastener. The suspenders shall be placed 600 x 1200 mm centre to centre including fixing to the frame with C.P brass screws and applying a priming coat of zinc chromate yellow primer (aluminium frame work shall be paid separately). 626 12.66 Providing and Fixing colour coated profile sheet of minimum 1015 mm effective cover width and nominal 28.5 mm deep ribs with subtle square fluting in the five pan at nominal 203 mm centre-to-centre. The end rib shall be designed for anti-capillary action, to avoid any seepage of water through the lateral overlap. The sheet shall have brand marking of the manufacturer giving product details on the back of the sheet at every 1 meter c/c for confirming genuinity of the material. The sheet shall be fixed using self- drilling /self-tapping screws of size (5.5x 55mm) 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 627 12.67 Extra for providing 3 mm thick translucent white acrylic plastic sheets of approved quality in false ceiling instead of 12 mm thick plain or design particle board ceiling tiles. 628 12.68 Providing and fixing expanded polystyrene (thermacol) false ceiling (frame work to be paid separately) : 12.68.1 With Type N - Normal 50 mm thick 12.68.2 With Type SE - Self Extinguishing type 50 mm thick 629 12.69 Providing and fixing false ceiling with fabric fixing with nail etc. (frame work and beading to be paid separately). 12.69.1 costing upto 70/- per metre, 12.69.2 Rs 70- 150 per meter 12.69.3 Upto 200 per meter 630 12.70 Providing and fixing perforated Aluminium panel ceiling of white/ natural satin colour supplied by approved manufacturers consisting of panel of standard size with bevel edge, panel length up to 6 m, coil Coated on a Continuous Paint Line suitable for Interior application, double baked and roll formed from enamelled corrosion resistance aluminium alloy AA 5050 (Al. Mg) for higher strength and good roll forming characteristics. Panel carrier shall be suspended by means of G.I. threaded rod having 6 mm diameter at a distance of 1.5 mtr. Actual distance of threaded rod/carrier might vary and to be calculated based on the actual drawing and site condition. The Measurements shall be wall to wall without any deductions for lights, diffusers, columns etc. 12.70.1 With panels of size 300mm wide X30mm deep X 0.7mm thick and panel carrier of size 40.5mm wide X 62mm deep X 0.9mm thick 12.70.2 With panels of size 150mm wide X 15.5 mm deep X 0.5mm thick and panel carrier of size 32mm wide X 39mm deep X 0.95mm thick 12.70.3 With panels of size 84mm wideX16mm deep X 0.5mm thick and panel carrier of size 62mm wide X 29mm deep X 0.95mm thick 631 12.71 Providing and fixing un-perforated Aluminium Panel ceiling Supplied by approved manufacturers of standard white/ natural satin shade consisting of panel 30 mm/80mm/130mm/180mm wide X 15 mm deep X 0.5mm /0.6mm thick respectively, with square edges having panel length up to 6 mtr, Coil Coated on a Continuous Paint Line, Double baked and roll formed from enamelled corrosion resistance Aluminium alloy AA 5050 (Al.Mg) for higher strength and good roll forming characteristics. The Carrier shall be suspended by means of G.I. suspension rod 4mm diameter, and a Galvanised suspension spring clip at a distance of 1.7mtrs centre to centre. Actual distance of threaded rod/carrier might vary and to be calculated based on the actual drawing and site condition. The Measurements shall be wall to wall without any deductions for lights, diffusers, columns etc. 632 12.72 Providing and fixing U Baffle Aluminium panel ceiling of different colors and finish supplied by approved manufacturers, consisting of panel size 50 mm width X 100 mm deep using 0.6 mm thick, panel length upto 4 mtr, Coil Coated on a Continuous Paint Line, Double baked and roll formed from enamelled corrosion resistance Aluminium alloy AA 3005 (Al. Mg) for higher strength and good roll forming characteristics. Actual distance of threaded rod/carrier might vary and to be calculated based on the actual drawing and site condition. The measurements shall be wall to wall without any deductions for lights, diffuses, columns etc. As an option, ceiling area above U Baffle can be painted by the contractor in black colour or any other colour as per the architect for better aesthetics before fixing this system. 12.72.1 Standard White / Natural Satin Shade 12.72.2 Wooden Finish 633 12.73 Supply & Fixing of perforated G.I false ceiling tile or plank using torsion spring fixing system supplied by approved manufacturer comprising of tile of 600 mm wide and 600 mm long manufactured out of 0.5 mm thick or plank of 600mm wide and 1200 mm long manufactured out of 0.6mm thick galvanised steel perforated with 2 mm dia. at a distance of 5mm centre to centre. Non-woven felt made of glass- reinforced fibre glued over the perforation at the back side of panels to provide noise reduction co efficient up to 0.7 NRc. “Tee” sections, 3.6m long, with factory punched flanges to receive torsion spring assembly. Main Tee on centre spacing to match panel length. Cross runners 24 mm deep, inverted “Tee” sections designed to interlock in to web of main tee section on designated spacing. Cross tee length to match panel length. Cross tees are spaced at a spacing of 600 mm on centre maximum. The measurements shall be wall to wall without any deductions for lights, diffusers, columns etc. 12.73.1 Tile of 600 mm wide ,600 mm long and 0.5 mm thick 12.73.2 Plank of 600mm wide ,1200 mm long and 0.6mm thick 634 12.74 Providing and fixing of composite perforated Gypsum board with Glass wool Fiber panel of Size 595x595x25 mm with 10mm square Perforation tiles false ceiling in true horizontal level suspended on interlocking metal grid of hot dipped galvanized steel section (Galvanized @ 120 gms/sqm both sides inclusive) consisting of main “ “T” runners to be suspended from ceiling using GI slotted plates of size 27x37x25x1.6 mm fixed to ceiling with 12.50 mm dia and 40 mm long dash fasteners, 4 mm GI adjustable rods with galvanized butterfly level clips of size 85x30x0.80 mm spaced @ 1200mm centre to centre along with main T, bottom exposed width of 24mm of all T-sections shall be pre- painted with polyester paint all complete at all heights as per specifications and drawings and as directed by Engineer-in-Charge. 635 12.75 Providing and fixing of Composite perforated MDF board with Glass wool Fiber panel of Size 595x595x18 mm 10mm Square Perforation tiles (Square /Tegular Edge) false ceiling in true horizontal level suspended on interlocking metal grid of hot dipped galvanized steel section (Galvanized @ 120 gms/sqm both sides inclusive) consisting of main “T” runners to be suspended from ceiling using GI slotted plates of size 27x37x25x1.6 mm fixed to ceiling with 12.50 mm dia and 40 mm long dash fasteners, 4 mm GI adjustable rods with galvanized butterfly level clips of size 85x30x0.80 mm spaced @ 1200mm centre to centre along with main T, bottom exposed width of 24mm of all T-sections shall be pre- painted with polyester paint all complete at all heights as per specifications and drawings and as directed by Engineer-in-Charge. 636 12.76 Providing and fixing of Perforated Gypsum board with Acoustical Glass Fiber Tissue faced panel of Size 595x595x12.5mm, Square 10mm Perforation tiles (Square Edge) false ceiling panels in true horizontal level suspended on interlocking metal grid of hot dipped galvanized steel section (Galvanized @ 120 gms/sqm both sides inclusive) consisting of main “T” runners to be suspended from ceiling using GI slotted plates of size 27x37x25x1.6 mm fixed to ceiling with 12.50 mm dia and 40 mm long dash fasteners, 4 mm GI adjustable rods with galvanized butterfly level clips of size 85x30x0.80 mm spaced @ 1200mm centre to centre along with main T, bottom exposed width of 24mm of all T-sections shall be pre- painted with polyester paint all complete at all heights as per specifications and drawings and as directed by Engineer-in-Charge. 637 12.77 Providing and fixing mineral fibre false ceiling tiles at all heights of size 595X595mm of approved texture, design and pattern. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance≥ 85%, Thermal Conductivity k = 0.052 -0.057 w/m K, Fire Performance as per (BS 476 pt - 6 &7)in true horizontal level suspended on interlocking TGrid of hot dipped all round galvanized iron section of 0.33 mm thick (galvanized @120 gsm) comprising of main T runners of 15x32 mm of length 3000 mm, cross T of size 15x32mm of length 1200 mm and secondary intermediate cross T of size 15x32 mm of length 600 mm to form grid module of size 600x600 mm suspended from ceiling usinggalvanized mild steel item (galvanised@80gsm) 50 mm long 8mm outer diameter M-6 dash fasteners, 6 mm diameter fully threaded hanger rod up to 1000 mm length and L-shape level adjuster of size 85x25x2 mm, spaced at 1200 mm centre to centre along main ‘T’. The system should rest on periphery walls /partitions with the help of GI perimeter wall angle of size24x24X3000 mm made of 0.40 mm thick sheet, to be fixed to the wall with help of plastic rawl plug at 450 mm centre to centre & 40 mm long dry wall S.S. screws. The exposed bottom portion of all T-sections used in false ceiling support system shall be prepainted with polyester baked paint, for all heights. The work shall be carried out as per specifications, drawings and as per directions of the engineer-incharge. With 16 mm thick beveled tegular mineral fibre false ceiling tile (NRC 0.55 to 0.6) 638 12.78 Providing and fixing false ceiling at all heights with 15 mm thick integral densified micro look edged non- cementitious light weight calcium silicate false ceiling tile reinforced with fibre and natural filler false ceiling tiles of Size 595x595 mm of approved texture, design The work shall be carried out as per specifications, drawing and as per directions of the Engineer-in-Charge.80 grams per sqm) i.e. 50 mm long, 12 mm outer diameter M-6 dash fasteners with the help of Z cleat of 27x37x27x2 mm, 6 mm dia fully threaded hanger rod upto 1000 mm length and L-shape level adjuster of size 85x25x25x2 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 centre to centre and 40mm 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. 639 12.79 Providing and fixing false ceiling at all heights with 15 mm thick integral densified mirolook edge with BIO SAFE coating as per ISO 7251:2005, ISO 20743:2007 and ISO 21527-1:2008, making the tiles resistant to bacterial growth in case of any external bacterial contact made onto the surface of tiles, non-cementitious light weight calcium silicate false ceiling tile reinforced with fibre and natural filler false ceiling tiles of Size 595x595 mm with the help of Z cleat of 27x37x27x2 mm, 6 mm dia fully threaded hanger rod upto 1000 mm length and L-shape level adjuster of size 85x25x25x2 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 centre to centre and 40mm 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. 640 12.80 Providing and fixing in position wall panelling at all heights with 15 mm thick fully perforated square/butt edge light weight calcium silicate panels/ tiles., non-cementitious, reinforced with fibre and natural filler, having NRC (Noise Reduction Coefficient) of 0.10-0.20 for plain and designer 0.15-0.40 for pinhole texture and NRC 0.45-0.65 for fully perforated tiles as per IS 8225:1987, sound attenuation STA-32db. of 0.75 (minimum) as per IS 8225:1987, Light Reflectance of 85% (minimum), non-combustible as per BS:476 (part-4), 50-52% recycled content including fly ash, The joints between the panels are to be duly jointed and finished using recommended jointing calcium silicate based compound and fibre joint tape roll 50mm wide (90 metre) roll and two coats of primer suitable for panelling as per manufacturers specification as per direction of engineer-in-charge all complete. With 15 mm thick fully perforated square/butt edge light weight calcium silicate panels/ tiles. 641 12.81 Providing & fixing false ceiling at all heights with GRG (Glass Fibre Reinforced Gypsum) false ceiling tiles of Size 595x595 mm of approved texture, design and patterns having moisture content less than 2%, humidity resistance of 99%, NRC0.50 to 0.75 as per IS 8225:1987, Galvanised iron perimeter wall angle of size 24x24x0.40 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 wood screws. The work shall be carried out as per specifications, drawing and as per directions of the Engineer-in- Charge. 12.81.1 With semi perforated 12mm thick micro tegular edged GRG false ceiling tiles. 12.81.2 With fully perforated 10mm thick square edged GRG false ceiling tiles for sound proof and acoustic. 642 12.82 Providing and Fixing 15 mm thick densified tegular edged eco friendly light weight calcium silicate false ceiling tiles of approved texture of size 595 x 595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped 387alvanized steel sections (387alvanized387 @ 120 grams per sqm including both side) consisting of main ‘T’ runner suitably spaced at joints to get required length and of size 24x38 mm made from 0.33 mm thick (minimum) sheet, spaced 1200 mm centre to centre, and cros‘T’, bottom exposed with 24 mm of all Tsections shall be pre-painted with polyster baked paint, for all heights, as per specifications, drawings and as directed by Engineer- in-Charge.Note :- Only calcium silicate false ceiling area will be measured from wall to wall. No deduction shall be made for exposed frames/ opening (cut outs) having area less than 0.30 sqm.The calcium silicate ceiling tile shall have NRC value of 0.50 (Minimum), light reflection > 85%, non- combustible as per B.S. 476 part IV, 100% humidity resistance and also having thermal conductivity 643 12.83 Providing and fixing upvc plank, Plank size (340 X 2700 ) mm as per approved shade, the panel shall be laser catted end of plank fixing j-trim fixed and corner edge of ceiling fixed u pvc clip same colour and providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 125 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,j trim end clip includes in this item any other item not be paid sepratly complete in all respect as per the directions of Engineer-in-Charge. . 644 12.84 Providing & Fixing PVC ceiling system profile panel with click system interlock panel size 4000mmx340mmx1mm resistance to weather perfect finish in wood grain & solid colour maintenance free Resistance to weather truly anti bacterial. with edge profile J-trim on periphery & center profile T-trim in panel joint Complete System to be fixed on G.I. framework of ceiling section at 450 mm distance with enter section suspended by roof by G.I. angle hanger in proper line & level etc complete . PRODUCT SPECIFICATIONS: Meets or exceeds the standard specification of (ASTM D-4477) and its referenced documents. observed. (Tested at 50 LBS) Tensile strength, MPa: >37.0 Tensile modulus, MPa: >2000 Surface distortion: None at 120F Squareness: <1/8” of square Length: Within ¼” of specification Lock control: Complies Color Change: <2 grayscales (16 hrs under 1200W/m2 UV radiation at 50 degrees) 645 12.85 Design built, supply and erection of Tensile (fabric) structure system including designing and fabrication in M.S. steel tubular structure as per Indian standard section as per approved design and shape including base plate, dash fastener, clits etc. Cutting, patterning, plotting and wielding of fabric with the help of tensile structure software. Fabric should be wielded by high frequency PVC wielding in proper line with PVC cader to be fixed on end of the fabric and to be stretched & fixed on M.S. design structure with the help of. M.S. Flat bar with self-taping screw. M.S. structure to be painted with one coat of epoxy primer with MRF PUpaint of approved colour in desired shape. With 1050 GSM tensile fabric 12.85.1 With precontraint tensile membrane 1050 GSM (20 years Warranty) 12.85.2 With precontraint tensile membrane 1050 GSM (15 Years warranty) 646 13.1 12 mm cement plaster of mix : 13.1.1 1:4 (1 cement : 4 sand) 13.1.2 1:6 (1 cement : 6 sand) 647 13.2 15 mm cement plaster on the rough side of single or half brick wall of mix 13.2.1 1:4 (1 cement : 4 sand) 13.2.2 1:6 (1 cement : 6 sand) 648 13.3 20 mm cement plaster of mix : 13.3.1 1:4 (1 cement : 4 sand) 13.3.2 1:6 (1 cement : 6 sand) 649 13.4 12 mm cement plaster finished with a floating coat of neat cement of mix : 13.4.1 1:3 (1 cement : 3 sand) 13.4.2 1:4 (1 cement : 4 sand) 650 13.5 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix 13.5.1 1:3 (1 cement : 3 sand) 13.5.2 1:4 (1 cement : 4 sand) 651 13.6 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 sand) finished with a top layer 6mm thick cement plaster 1:4 (1 cement : 4 sand). 652 13.7 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 sand) and a top layer 6mm thick cement plaster 1:3 (1 cement : 3 sand) finished rough with sponge. 653 13.8 6 mm cement plaster of mix : 1:3 (1 cement : 3 sand) 654 13.9 6 mm cement plaster 1:3 (1 cement : 3 sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams. 655 13.10 Neat cement punning 656 13.11 Rough cast plaster upto 10m height above ground level with a mixture of sand and gravel or crushed stone from 6mm to 10mm nominal size dashed over and including the fresh plaster in two layers, under layer 12mm cement plaster 1:4 (1 cement: 4 sand) and top layer 10mm cement plaster 1:3 (1 cement: 3 sand) mixed with 10% finely grounded hydrated lime by volume of cement. Finished with ordinary cement. 657 13.12 Pebble dash plaster upto 10m height above ground level with a mixture of washed pebble or crushed stone 6mm to 12.5mm nominal size dashed over and including fresh plaster in two layers under layer 12mm cement plaster 1:4 (1 cement: 4 sand) and top layer 10mm cement plaster with cement mortar 1:3 (1 cement: 3 sand) mixed with 10% finely grounded hydrated lime by volume of cement. 658 13.13 Providing sand faced plaster upto 10meter hight above ground level concrete or brick masonry surfaces in two coats, base coat of 13 mm thick in cement mortar 1:4 (1 cement: 4 sand), clearing the surface by combing it and finishing coat of 8 mm. thick in cement mortar 1:3 (1 cement: 3 sand) and taking out surface grains by mechanical arrangement or applying second coat by mechanical means including cost of all material, labour, and T and P including all lead, lift and scaffolding etc. complete. 659 13.14 Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. 660 13.15 Extra for plastering 13.15.1 Exterior walls of height more than 10 m from ground for every additional height of 3 m or part thereof 13.15.2 Interior walls of height more than 6 m from floor level for every additional height of 3 m or part thereof 661 13.16 Extra for plastering on circular work not exceeding 6 m in radius: 13.16.1 In one coat 13.16.2 In two coats 662 13.17 Extra for plastering done on moulding cornices or architraves including neat finish to line and level: 13.17.1 In one coat 13.17.2 In two coats 663 13.18 Extra for plastering Spherical, Groined ceiling, Flewing soffits. 13.18.1 Spherical ceiling 13.18.2 Groined ceiling 13.18.3 Flewing soffits 664 13.19 Washed stone grit plaster on exterior walls of height upto 10 M. above ground level in two layers, under layer 12mm cement plaster 1:4 (1 cement : 4 sand ) furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 Kg of cement per square metre, top layer 15mm cement plaster 1:1/2:2 (1 cement : 1/2 sand : 2 stone chipping 10mm nominal size) in panels with groove all around as per approved pattern including scrubbing and washing, the top layer with brushes and water to expose the stone chippings,complete as per specification and direction of Engineer- in- charge (Payment for providing grooves shall be made separately). 665 13.20 Forming groove of uniform size 20 or 15 mm wide and 15 mm deep in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge : 666 13.21 Extra for washed grit plaster on exterior/interior walls of height more than 10m from ground/floor level for every additional height of 3 m or part thereof. 667 13.22 Extra for washed stone grit plaster on circular work not exceeding 6m in radius (in two coats). 668 13.23 Forming groove of uniform size from 12x12mm and upto 25x15mm in the top layer of washed stone grit plastered surface as per approved pattern, including providing and fixing aluminum channels of appropriate size and thickness (not less than 2 mm), nailed to the under layer with rust proof screws and nails and finishing the groove complete as per specifications and direction of the Engineer-in-Charge. 669 13.24 Extra for using white cement in place of ordinary cement in the top layer of the item of washed stone grit plaster. 670 13.25 Providing and applying 12 mm thick (average) premixed formulated one coat gypsum lightweight plaster having additives and light weight aggregates as vermiculite/ perlite respectively conforming to IS: 2547 (Part -1 and II) 1976, applied on hacked/ uneven background such as bare brick/ block/ RCC work on walls and ceiling at all floors and locations,excluding in wall which may come in contact with dampness finished in smooth line and level etc. complete. 671 13.26 Extra for addition of synthetic Polyester triangular fibre of length 6mm, effective diameter 10-40 microns and specific gravity of 1.34 to 1.40 in cement plaster/mortar by using 125gms. Of synthetic Polyester triangular fibre for 50 Kgs. cement used in cement mortar as per directions of Engineer-in-Charge. 672 13.27 Providing and fixing mesh in vertical and horizontal junction of RCC and brick/AAC work including scaffolding and all lead and lift etc. complete 673 13.27.1 G.I. chicken mesh as per ISI specification and in the required width with 50mm long Bombay nails before plastering upt 10 meter height. 13.27.2 Providing and fixing fibre mesh of 145 GSM weight in required width with cement mortar before plastering upto 10m height. 674 13.28 12 mm thick plain cement mortar bands in cement mortar 1:4 (1 cement : 4 sand) : 13.28.1 Flush Band 13.28.2 Sunk Band 13.28.3 Raised Band 13.28.4 Moulded Band 675 13.29 18 mm thick plain cement mortar band in cement mortar 1:4 (1 cement : 4 sand): 13. 29.1 Flush Band 13. 29.2 Sunk Band 13. 29.3 Raised Band 13. 29.4 Moulded Band 676 13.30 18 mm thick moulded cement mortar band in two coats under layer 12mm thick with cement mortar 1:5 (1 cement : 5 sand) top layer 6mm thick with cement mortar 1:4(1 cement : 4 sand). 677 13.31 Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 sand) : 13.31.1 Flush / Ruled/ Struck or weathered pointing. 13.31.2 Raised and cut pointing 13.31.3 Sunk pointing 678 13.32 Pointing on stone work with cement mortar 1:3 (1 cement: 3 sand). 13.32.1 Flush/ Ruled pointing 13.32.2 Raised and cut pointing 679 13.33 Raised and cut pointing on stone work in white cement mortar 1:3 (1 white cement : 3 marble dust) 680 13.34 Pointing on stone slab ceiling with cement mortar 1:2 (1 cement : 2 sand): Flush/ Ruled pointing 681 13.35 Extra for pointing on walls on the outside/inside at height more than 10 metre from ground/floor level for every additional height of 3 m or part there of. 682 13.36 Providing and fixing broken glass in cement mortar 1.3 including cost of mortar, over compound walls. 683 13.37 Providing and fixing writing board green writing with chalk (regular modified polyster coated steel surface). of sizes. 13.37.1 size 1200mmx1800mm 13.37.2 size 1200mmx2400mm 13.37.3 size 1200mmx3000mm 684 13.38 Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete 685 13.39 Providing and applying plaster of paris punning of 10 mm average thickness over plastered surface to prepare the surface even and smooth complete. 686 13.40 Extra for lining out plaster to imitate stone or concrete blocks walling. 687 13.41 Providing and applying white cement based putty of average thickness 1 mm, of approved brand over the plastered wall surface to prepare the surface even and smooth i/c all cost of material, labour and scaffold etc in all position complete. Note : Putty shall be applied only on the internal walls, for application on the exterior walls prior permission of APD/Chief Engineer will be required. 688 13.42 Providing and applying special putty in two coats based materials varnish, Belgium chalk, turpentine oil, white paint, safeda including sand papering for making the surface smooth for applying any or vinyl paints including all cost of material and labouretc complete. 689 13.43 White washing with lime to give an even shade: New work (three or more coats) 690 13.44 Colour washing such as green, blue or buff to give an even shade: New work (two or more coats) with a base coat of white washing with lime. 691 13.45 Distempering with 1st quality acrylic distemper (ready mixed) having VOC (Volatile Organic Compound) content less than 50 grams/ltr of approved manufacturer, of required shade and colour complete, as per manufacturers specification. Two or more coat on new work. 692 13.46 Wall painting by any mechanical or manual means with plastic emulsion paint of approved brand and manufacture to give an even shade: Two or more coats on new work 693 13.47 Distempering by any mechanical or manual means 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. 13.47.1 One coat. 13.47.2 Two coats. 694 13.48 Wall painting by any mechanical or manual means with acrylic emulsion paint, 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. 13.48.1 One coat. 13.48.2 Two coats. 695 13.49 Wall painting by any mechanical or manual means 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. 696 13.50 Finishing walls by any mechanical or manual means with water proofing cement paint of required shade: New work (Two or more coats applied @ 3.84 kg/10 sqm). 697 13.51 Finishing walls by only mechanical or manual means with textured exterior paint of required shade: New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm. 698 13.52 Finishing walls by any mechanical or manual means with Acrylic Smooth exterior paint (Economy Exterior) of required shade including all scaffolding. New work (Two or more coat applied @1.67ltr/10sqm over and including one coat undiluted exterior waterproofing coating @ 2.39 litre/10 sqm with crack bridging ability of upto 0.5mm on horizontal surfaces with an elongation of 150% and water proofing of upto 3 bars on vertical surface 699 13.53 Finishing walls by any mechanical or manual means with Premium Acrylic Smooth exterior paint (Premium exterior) of required shade including all scaffolding. New work (Two or more coat applied @1.67ltr/10sqm over and including one coat undiluted exterior waterproofing coating @ 2.39 litre/10 sqm with crack bridging ability of upto 0.5mm on horizontal surfaces with an elongation of 150% and water proofing of upto 3 bars on vertical surface) 700 13.54 Finishing walls by any mechanical or manual means with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : 13.54.1 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 or manufacture 13.54.2 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 or manufacture. 13.54.3 Two or more coats applied on walls @ 1.25 ltr/10 sqm. Over and including one coat of Special primer applied @ 0.75 ltr / 10 sqm. 701 13.55 Painting with silicon and acrylic emulsion based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces: 13.55.1 One coat 13.55.2 Two coats 702 13.56 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. 13.56.1 On steel work 13.56.2 On concrete work 703 13.57 Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: New work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution. 704 13.58 Applying a coat of mordant solution on G.S. sheet : 13.58.1 With a solution of 38 gms of copper acetate in a litre of soft water 13.58.2 With a solution made of 13 gms of hydrochloric acid in a solution of 13 gms each of copper chloride, copper nitrate and ammonium chloride dissolved in a litre of soft water. 705 13.59 Painting (two or more coats) on rain water, soil, waste and vent pipes and fittings with black anticorrosive bitumastic paint approved brand and manufacture over and including a priming of ready mixed zinc chromate yellow primer on new work : 13.59.1 75 mm diameter pipes 13.59.2 100 mm diameter pipes 13.59.3 150 mm diameter pipes 706 13.60 Painting (two or more coats) on rain water, soil, waste and vent pipes and fittings with synthetic enamel paint of approved brand and manufacture and required colour over a priming coat of approved steel primer on new work. 13.60.1 75 mm diameter pipes 13.60.2 100 mm diameter pipes 13.60.3 150 mm diameter pipes 707 13.61 Painting with oil type wood preservative of approved brand and manufacture: New work (two or more coats) 708 13.62 Providing and applying two coats of fire retardant paint on cleaned wood/ply surface @ 3.5 sqm per litre per coat including preparation of base surface as per recommendations of manufacturer to make the surface fire retardant. 709 13.63 Coal tarring two coats on new work using 0.16 and 0.12 litre coal tar per sqm in the first coat and second coat respectively. 710 13.64 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work. 711 13.65 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. 712 13.66 Painting with synthetic enamel paint, having VOC (Volatile Organic Compound) content less than 150 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. 13.66.1 One coat. 13.66.2 Two coats. 713 13.67 Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. 13.67.1 With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 grams/ litre. 13.67.2 With ready mixed red oxide zinc chromatic on steel/ iron works having VOC content less than 250 grams/litre. 13.67.3 With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre. 714 13.68 Painting with aluminium paint of approved brand and manufacture to give an even shade. Two or more coats on new work. 715 13.69 Painting with acid proof paint of approved brand and manufacture of required colour to give an even shade: Two or more coats on new work. 716 13.70 Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade: Two or more coats on new work. 717 13.71 Floor painting with floor enamel paint of approved brand and manufacture of required colour to give an even shade: Two or more coats on new work 718 13.72 Varnishing with varnish of approved brand and manufacture: 13.72.1 Two or more coats of glue sizing with copal varnish over an under coat of flatting varnish. 13.72.2 Two or more coats glue sizing with spar varnish or an under coat of flatting varnish. 719 13.73 French spirit polishing: Two or more coats on new works including a coat of wood filler. 720 13.74 Polishing on wood work with ready mixed wax polish of approved brand and manufacture: New work. 721 13.75 Lacqer polishing on door windows by preparing the surface applying putty base course. Prepare the surface smooth by sand papering and then applying lacqer polish with air compressor. Two or more coats on new works including a coat of wood filler. 722 13.76 Mealamine polishing on door windows by preparing the surface applying putty base course. Prepare the surface smooth by sand papering and then applying mealamine polish with air compressor. Two or more coats on new works including a coat of wood filler. 723 13.77 Floor polishing on masonry or concrete floors with wax polish of approved brand and manufacture. 724 13.78 Lettering with black Japan paint of approved brand and manufacture. 725 13.79 Providing and applying flakes textured homogeneous wall finishing system consisting of a two component system of dry flakes (9.5kgs per/pack) made of a special grade of heat treated China clay with rigid homopolymer coated with fade resistant pigments and a 100% acrylic polymer Bonding agent (5kgs/pack) applied thickness of the coating being between 0.8-1.2mm, to be applied in single coat, on a cured, smooth level plaster surface without keying, as per the shades/ combinations approved, as per manufacturers directions for usage, to be applied by approved applicator of manufacturer, as per direction/ supervision of the engineers-in-charge inclusive of one coat of primer on the base at all heights etc all complete. 726 13.80 Providing and applying Granules homogeneous wall finishing system consisting of a two component system of dry granules (25 kgs/pack) made of 92% silica particles coated with fade resistant pigments and a 100% acrylic Polymer Bonding agent (5 kgs/pack) with the applied thickness of coating as required to be applied in single coat, on a cured. Smooth level plaster surface without keying as per the shades/combinations approved. As per the manufacturers directions for usage, to be applied by approved applicator of manufacturer, as per the directions/supervision of engineers in charge, all complete inclusive of primer on the base. 13.80.1 0.8-1.2mm thickness 13.80.2 2.0-2.5mm thickness 727 13.81 Providing and Applying Roto Wall finishing system being a dispersion of inorganic fillers, calcite, pure silica, quartz and broad spectrum fungicides stabilized by an acrylic co-polymer, to be applied by means of customized trowels (one for incorporating material on base and spreading and other for finishing) in single coat with a coating thickness of 2.0-2-2.5mm on a cured smooth level plaster without keying, by the approved applicator of manufacturer, of the approved shade as per directions for usage all inclusive including primer coat on the base. 728 13.82 Providing and plastering over AAC masonary wall with polymer modified cement based readymix factory controlled mortar with self curing, eco- friendly, wet premix in a mechanical mixer in thickness as specified below, and covering area of 2.04 kg per sqm/mm thickness. The Bulk density of ready mix plaster may vary from 1300 to 1600 Kg/cum, Water powder ratio (as per manufacture’s direction) may vary from 18-22 % by weight or as specified by the manufacturer and compressive strength may vary from 8-9 Mpa. 13.82.1 6 mm thick plaster for internal walls 13.82.2 8 mm thick plaster for external walls exposed to weather. 729 13.83 Providing and fixing including Designing and UV printing on aluminium composite material (ACM) sheet in different sizes with 720DPI (Dot per inch) 13.83.1 ACP sheet 2mm thick 13.83.2 ACP sheet 3mm thick 13.83.3 ACP sheet 4mm thick 730 13.84 Providing and fixing including designing and UV printing on pvc foam sheet of different size with 720 DPI (Dot per inch) 13.84.1 PVC foam sheet 3.0 mm thick 13.84.2 PVC foam sheet 5.0 mm thick 13.84.3 PVC foam sheet 8.0 mm thick 731 13.85 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. 732 13.86 Providing and fixing 50 mm thick extruded polystyrene rigid insulation board (XPS) of required size over outer wall surface, complying with ASTM C 578 - type VI, having thermal conductivity of 0.0289 W/mK as per ASTM and Fire retardant property as per DIN 4102, Part 1. XPS insulation of thickness 50mm shall be placed over brushed, algae free and levelled external wall by connecting the ship-laps joints and fixed by the washer and Self-Tapping Screw of suitable length at each corner and at distance 75mm from the edge and bitumen shall be applied over the joints and G.I. Expanded Mesh (Barfi Jali) shall be fixed over XPS board by a Self- Tapping Screw of suitable length at the centre of the board and 15mm PCC shall be applied over the board (paint of suitable choice can be used), all as per the directions of Engineer-in-Charge. 733 13.87 Providing and fixing 50 mm thick extruded polystyrene rigid insulation board of required size between cavity wall, complying with ISO 4898:2008 & ASTM C 578-08b - type VI, having thermal conductivity of 0.0289 W/m K as per ASTM C 578 (measured as per IS 3346), compressive strength of > 350 kPa listed as per ASTM D 1621, density of 34-36 kg/cum as per ASTM D 1622, water absorption < 1% by volume as per ASTM D 2842, oxygen index of 24.1 to 28.1 listed as per ASTM D 2863, cell size 0.4 mm of dia (max) as per ASTM D 3576. Fire retardant property as per DIN 4102, Part 1 of class B2 and as per ASTM E84 class A, fixed with suitable water based adhesive and fastener, complete in all respect as per the directions of Engineer-in-Charge. 734 13.88 Painting with oil type wood preservative of approved brand and manufacture: Old work (one or more coats) 735 13.89 Scrapping/sand papering of existing surface with the help of mechanized sanding machine (having mechanical vaccum machine with bag for dust collection to make surface even and smooth) as per direction of Engineer-in- Charge. 736 13.90 Providing and applying 1 coat of Triple booster primer-resist dampness, efflorescence, alkali & at the same time improve top coat coverage by 15-20% @1.0 lt/ 10 sqm, which confirms certfication of IS 109/1968. It can be applied by Brush/ Spray Machine and the work shall be carried out as per secification& the direction of the Engineer-in-Charge. 737 13.91 Finishing walls with water based anti- germ paint of with VOC < 50 g/l, that kills disease causing germs, teflon based washability and Anti fungal properties in two or more coats @ 1.08 ltr / 10 sqm over priming coat of interior primer applied @ 1.08 ltr / 10 sqm of required shade including removing of all dust complete as per direction of Engineer- in-Charge and submission of challans of materials on enquiry. 738 13.92 Providing and applying in two coats of 250 micron thick each layer of epoxy coating on prepared surface (cost includes preparing the plastered surface smooth ready to receive epoxy coating) for operation theater walls in desired colour as per direction of Engineer-in-Charge. 739 14.1 Repairs to plaster of thickness 12mm to 20mm in patches of area 2.5 sq. metres and under including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50metres lead : With cement mortar 1:4 (1 cement : 4 sand). 740 14.2 Fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts, embedding hold fasts in cement concrete blocks of size 15 x 10 x 10 cm with cement concrete 1:3:6 (1 cement : 3 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 within 50 meters lead : 14.2.1 Door chowkhats 14.2.2 Window chowkhats 14.2.3 Clerestory window chowkhats 741 14.3 Fixing chowkhat in existing opening in brick / RCC wall with dash fasteners/ chemical fastener of appropriate size (3nos on each vertical member of door chowkhat and 2 nos. on each vertical member of window chowkhats) including cost of dash fasteners/ chemical fastener. 742 14.4 Making the opening in brick masonry including dismantling in floor or walls by cutting masonry and making good the damages to walls, flooring and jambs complete to match existing surface i/c disposal of mulba/ rubbish as directed by Engineer- in-charge. For door/ window/ clerestory window. 743 14.5 Renewing glass panes, with putty and nails wherever necessary including racking out the old putty: 14.5.1 Float glass panes of thickness 4 mm 14.5.2 Float glass panes of thickness 5.5 mm 744 14.6 Renewing glass panes with now wooden fillets wherever necessary: 14.6.1 Float glass panes of thickness 4 mm 14.6.2 Float glass panes of thickness 5.5 mm 745 14.7 Renewing glass panes and refixing existing wooden fillets: 14.7.1 Float glass panes of thickness 4 mm 14.7.2 Float glass panes of thickness 5.5 mm 746 14.8 Supplying and fixing new wooden fillets wherever necessary: 14.8.1 2nd class teak wood fillets 14.8.2 Haldu/Bija/Kail wood fillets. 747 14.9 Renewal of old putty of glass panes (length). 748 14.10 Refixing old glass panes with putty and nails. 749 14.11 Fixing old glass panes with wooden fillets (excluding cost of fillets). 750 14.12 Providing and fixing 16 mm M.S. Fan clamps of standard shape and size in existing R.C.C. slab including cutting chase, anchoring clamp to reinforcement bar, including cleaning, refilling, making good the chase with matching concrete, plastering and painting the exposed portion of the clamps complete. 751 14.13 Replacing sand stone slabs in roofing laid in cement mortar 1:4 (1 cement : 4 sand) including necessary repairs and cement pointing with same mortar complete including disposal of rubbish to dumping ground within 50 metres of lead : 14.13.1 Red/ white sand stone slabs 30 to 50 mm thick. 752 14.14 Renewing wooden battens in roofs, including making good the holes in wall and painting with oil type wood preservative of approved brand and manufacture complete including removal of rubbish to the dumping ground within 50 metres lead : 14.14.1 Sal wood battens. 753 14.15 Renewing wooden beams in roofs including making good the holes in walls and painting with oil type wood preservative of approved brand and manufacture complete including removal of rubbish to the dumping ground within 50 metres lead : 14.15.1 Not exceeding 4.00 metres in length. 14.15.1.1 Sal wood beams 14.15.1.2 Haldu/Bija/Kail wood fillets. 14.15.2 Above 4.00 metres and upto 5.00 metres length. 14.15.2.1 Sal wood beams 14.15.2.2 Haldu/Bija/Kail wood fillets. 754 14.16 Raking out joints in lime or cement mortar and preparing the surface for re-pointing or replastering including disposal of rubbish to the dumping ground within 50 metres lead. 755 14.17 Taking out wind ties from roof including cutting out rusted bolts, nuts etc. and removing materials to any distance within compound and stacking. 756 14.18 Fixing of old wind tie with new fittings including painting two or more coats with anticorrosive bitumastic paint of approved brand and manufacturer over and including priming coat of ready mixed zinc chromate yellow primer of approved brand. 757 14.19 Renewing bottom rail and/or top runner of collapsible gate including making good all damages and applying priming coat of zinc chromate yellow primer of approved brand and manufacturer. 758 14.20 Renewing Wrought iron or M.S. Wheel or roller of steel door or gate and fitting and fixing the same with necessary clamps, nuts and bolts/welding and erection etc. complete. 14.20.1 Wheel 50 mm dia. and below. 14.20.2 Wheel above 50 mm dia. 759 14.21 Providing and fixing 25 mm thick shutters for cupboard etc. : 14.21.1 Panelled or panelled and glazed shutters : 14.21.1.1 Superior class teak wood including nickel plated bright finished M.S. piano hinges with necessary screws. 14.21.1.2 Ist class teak wood including nickel plated bright finished M.S. piano hinges with necessary screws. 14.21.2 Glazed shutters : 14.21.2.1 Superior class teak wood including nickel plated bright finished M.S. piano hinges with necessary screws. 14.21.2.2 Ist class teak wood including nickel plated bright finished M.S. piano hinges with necessary screws. 760 14.22 Providing and fixing plain jaffri door and window shutters including bright or/and black enamelled M.S. butt hinges with necessary screws 35x10mm laths placed 35mm apart (frames to be paid separately) including fixing 50x12mm beading complete with: 14.22.1 Second class teak wood. 14.22.2 Hard wood, finger jointed 761 14.23 Providing and fixing curtain rods of 1.25mm thick brass plates with two brass brackets fixed with brass screws and wooden plugs etc. wherever necessary complete. 14.23.1 20 mm diameter. 14.23.2 25 mm diameter. 762 14.24 Providing and fixing M.S. round or square bars with M.S. flats at required spacing in wooden frames of windows and clerestory windows. 763 14.25 Providing joists (karries) including hoisting fixing in position and applying wood preservative on unexposed surface etc. complete with: 14.25.1 Sal wood. 14.25.2 Haldu/Bija/Kail wood. 764 14.26 White washing with lime old work to give an even shade : 14.26.1 two or more coats 14.26.2 one or more coats 765 14.27 Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. 766 14.28 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. 767 14.29 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade: Old work (one or more coats). 768 14.30 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. 769 14.31 Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: Old work (one or more coats). 770 14.32 Painting (one or more coats) on rain water, soil, waste and vent pipes and fittings with black anticorrosive bitumastic paint of approved brand and manufacture on old work : 14.32.1 75 mm diameter pipes 14.32.2 100 mm diameter pipes 14.32.3 150 mm diameter pipes 771 14.33 Painting (one or more coats) on rain water, soil, waste and vent pipes and fittings with aluminium paint of approved brand and manufacture on old work : 14.33.1 75 mm diameter pipes 14.33.2 100 mm diameter pipes 14.33.3 150 mm diameter pipes 772 14.34 Painting (one or more coats) on rain water, soil, waste and vent pipes and fittings with synthetic enamel paint of approved brand and manufacture and required colour on old work : 14.34.1 75 mm diameter pipes 14.34.2 100 mm diameter pipes 14.34.3 150 mm diameter pipes 773 14.35 Painting with oil type wood preservative of approved brand and manufacture: Old work (one or more coats) 774 14.36 Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: One or more coats on old work. 775 14.37 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. 776 14.38 Painting with aluminium paint of approved brand and manufacture to give an even shade: One or more coats on old work. 777 14.39 Painting with acid proof paint of approved brand and manufacture of required colour to give an even shade: One or more coats on old work. 778 14.40 Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade: One or more coats on old work. 779 14.41 French spirit polishing: One or more coats on old work. 780 14.42 Mealamine polishing on wood work by preparing the surface applying putty base course. Prepare the surface smooth by sand papering and then applying Mealamine polish with air compressor. One or more coats on old work. 781 14.43 Lacquer polishing on wood work by preparing the surface applying putty base course. prepare the surface smooth by sand papering and then applying Lacquer polish with air compressor 14.43.1 One or more coats on old work. 782 14.44 Polishing on wood work with readymade wax polish of approved brand and manufacture : 14.44.1 Old work 783 14.45 Re-lettering with black Japan paint of approved brand and manufacture. 784 14.46 Painting (one or more coats) with black Japan paint of approved brand and manufacture to give an even shade. 785 14.47 Providing and fixing C.P. brass chain and rubber plug complete for sink or wash basin : 14.47.1 32 mm dia 14.47.2 40 mm dia 786 14.48 Distempering with 1st quality acrylic washable distemper (ready mixed) of approved manufacturer and of required shade and colour complete. As per manufacturers specification. One or more coats on old work. 787 14.49 Finishing walls with water proofing cement paint of required shade : 14.49.1 Old work (one or more coats applied @ 2.20 kg/10 sqm) over priming coat of primer applied @ 0.80 liters/10 sqm complete including cost of Priming coat. 14.49.2 Old work (one or more coats @ 2.20 kg/10 sqm) complete. 788 14.50 Finishing walls with textured exterior paint of required shade : 14.50.1 Old work (Two or more coats on existing cement paint surface applied @ 3.28 ltr/10 sqm. 14.50.2 Old work (One or more coats) applied @ 1.82 ltr/10 sqm. 789 14.51 Finishing walls with Acrylic Smooth exterior paint of required shade : 14.51.1 Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface). 14.51.2 Old work (One or more coat applied @ 0.90 ltr/10 sqm). 790 14.52 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade 14.52.1 Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface. 14.52.2 Old work (one or more coats applied @ 0.83 ltr/10 sqm). 791 14.53 Finishing walls with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : 14.53.1 One or more coats applied on walls @ 0.85 ltr/10 sqm. 14.53.2 Painting wood work with Deluxe Multi Surface Paint of required shade. One or more coat applied @0.70 ltr/10 sqm 14.53.3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. One or more coat applied @0.70 ltr/10 sqm. 792 14.54 Varnishing with varnish of approved brand and manufacture: 14.54.1 One or more coats with copal varnish. 14.54.2 One or more coats with spar varnish. 793 14.55 Melamine polishing on wood work (one or more coat). Old work 794 14.56 Varnishing with flatting varnish of approved brand and manufacture one or more coats on old work. 795 14.57 Floor painting with floor enamel paint of approved brand and manufacture of required colour to give an even shade. One or more coat on old work. 796 14.58 40 mm thick stone flooring over 20 mm (average)thick base of cement mortar 1:5 (1 cement : 5 sand) including pointing with cement mortar 1:2 (1 cement : 2 sand) with an admixture of pigment to match the shade of stone. Red sand stone / White sand stone) stone to be supplied by the department. 14.58.1 Rough chiseled dressed stone 14.58.2 Fine dressed stone 797 14.59 Coursed rubble masonry (second sort) with hard stone in Cement mortar 1:6 (1 cement : 6 sand) (Stone shall be supplied by the department) 798 14.60 Laying old cement concrete interlocking paver blocks of any design/shape laid in required line, level, curvature, colour and pattern over and including 50mm thick compacted bed of sand, filling the joints with sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost). 799 14.61 Laying at or near ground level old kerb stones of all types in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 sand) including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5mm) including making drainage opening wherever required etc. complete as per direction of Engineer-in- charge. (Length of finished kerb edging shall be measured for payment). (Old kerb stones shall be supplied by the department free of cost). 800 14.62 Colour washing with lime to give an even shade: 14.62.1 (one or more coats) 14.62.2 (two or more coats) 801 14.63 Conducting adequate nos. of scanning to detect the steel reinforcement in existing RCC elements by using ground/ Wall penetrating radar system to avoid the cutting of Main bars during drilling for inserting bolts etc. complete. 802 14.64 Chipping, Removing, Carefully loose plaster and Concrete work by low impact Hammer, Breaker without damaging the structure as Instructed by Engineer-in-Charge. 803 14.70 Rebaring of TMT bars by drilling hole & embedding bars of different diameter using epoxy grouting compound including all tools and tackles complete. 14.70.1 8 mm dia bar 10 mm dia hole 14.70.2 10 mm dia bar 12 mm dia hole 14.70.3 12 mm dia bar 16 mm dia hole 14.70.4 16 mm dia bar 20 mm dia hole 14.70.5 20 mm dia bar 25 mm dia hole 14.70.6 25 mm dia bar 32 mm dia hole 14.70.7 32 mm dia bar 40 mm dia hole 804 14.71 Providing and fixing chromium plated brass butt hinges with necessary chromium plated brass screws etc. complete. 14.71.1 125x70x4 mm (ordinary type) 14.71.2 100x70x4 mm (ordinary type) 14.71.3 75x65x4 mm (heavy type) 14.71.4 75x40x2.5 mm (ordinary type) 14.71.5 50x40x2.5 mm (ordinary type) 805 14.72 Providing and fixing 85x42 mm chromium plated brass pull bolt lock with necessary chromium plated brass screws, nuts, bolts and washers etc. complete. 806 14.73 Repair to plaster of thickness 12mm to 20 mm in patches of area 2.5 sqm and under, including cutting the patch in proper shape, raking out joints and preparing plastering the wall surface with white cement based polymer modified self curing mortar, including disposal of rubbish, all complete as per the direction of Engineer-In-Charge. 807 14.74 Cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre capacity at all heights with coconut brushes, duster etc., removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching powder @ 0.5gm per litre capacity of f tank body with the help of stencil and paint and disposing of malba all complete as per direction of Engineer-in- Charge. (The old date already written on tank should be removed with paint remover or black paint and if date is not written with the stencil or old date is not removed deduction will be made @ Rs. 0.10 per litre) (if during cleaning any GI fittings or ball cock is damaged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account) 808 14.75 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- incharge. 809 14.77 Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge. 14.77.1 Bars upto 12 mm diameter 14.77.2 Bars above 12 mm diameter 810 14.78 Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100mm upto 200mm in RCC beams, lintels, columns and slabs to introduce steel bars for sunshades/balconies including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of Engineer-In-Charge. 14.78.1 Upto and including 12mm dia 811 14.83 Providing and injecting approved grout in proportion recommended by the manufacturer into cracks/honey-comb area of concrete/masonry by suitable gun/ pump at required pressure including cutting of nipples after curing etc. complete as per directions of Engineer-in-Charge. (The payment shall be made on the basis of actual weight of approved grout injected.) 14.83.1 Stirrer mixed Acrylic Polymer of approved make @ 2% of weight of cement used) modified Cement slurry made with non shrink compound in concrete/RCC work 14.83.2 Stirrer mixed SBR Polymer (of approved make) modified Cement slurry made with Shrinkage Compensating Cement in concrete/RCC work. 14.83.3 Epoxy injection grout in concrete/RCC work of approved make 812 14.85 Cleaning of exposed concrete surface of sticking material including loose and foreign material by sand blasting with coarse sand followed by and including cleaning with oil free air blast as per direction of Engineer in charge. 813 14.88 Providing and fixing hard drawn steel wire fabric of size 75 x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of L shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants as approved by Engineer-incharge. 814 15.1 Demolishing lime concrete manually/by mechanical means and disposal of material within 50 metres lead as per direction of Engineer-in-Charge. 815 15.2 Demolishing cement concrete manually/by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in- Charge. 15.2.1 Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix). 15.2.2 Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix). 816 15.3 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in- Charge. 817 15.4 Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. work (Payment shall be made on the cross sectional area of R.C.C. work) as per direction of Engineer-in- Charge. 818 15.5 Extra for scrapping, cleaning and straightening reinforcement from R.C.C. work. 819 15.6 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. 820 15.6.1 In lime mortar with old mughal bricks. 15.6.2 In lime mortar. 15.6.3 In cement mortar. 821 15.7 Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured) : 15.7.1 From brick work in lime mortar. 15.7.2 From brick work in cement mortar. 822 15.8 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: 15.8.1 In lime mortar. 15.8.2 In cement mortar. 823 15.9 Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually/ by mechanical means including stacking of serviceable and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge: 15.9.1 In lime mortar. 15.9.2 In cement mortar. 824 15.10 Removing mortar from and cleaning stones and concrete articles (net quantity of stacks of cleaned materials will be measured) : 15.10.1 In lime mortar. 15.10.2 In cement mortar. 825 15.11 Dismantling tile/ Kota stone/ Marble / Granite work in floors/walls and roofs laid in cement mortar including stacking material within 50 metres lead. 15.11.1 For thickness of tiles 10 mm to 25 mm. 15.11.2 For thickness of tiles above 25 mm and upto 40 mm. 826 15.12 Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. 827 15.13 Taking out existing CC 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. 828 15.14 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : 15.14.1 Of area 3 sq. metres and below. 15.14.2 Of area beyond 3 sq. metres. 829 15.15 Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead: 15.15.1 Of area 3 sq. metres and below. 15.15.2 Of area beyond 3 sq. metres. 830 15.16 Dismantling wood work in frames, trusses, purlins and rafters upto 10 metres span and 5 metres height including stacking the material within 50 metres lead: 15.16.1 Of sectional area below 40 square centimetres. 15.16.2 Of sectional area 40 square centimetres and above. 831 15.17 Extra for dismantling trusses, rafters, purlins etc. of wood work for every additional span of one metre or part thereof beyond 10 metres : 15.17.1 Of sectional area below 40 square centimetres. 15.17.2 Of sectional area 40 square centimetres and above. 832 15.18 Extra for dismantling trusses, rafters, purlins etc. of wood work for every additional height of one metre or part thereof beyond 5 metres : 15.18.2 Of sectional area below 40 square centimetres. 15.18.1 Of sectional area 40 square centimetres and above. 833 15.19 Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in: 15.19.1 R.S. Joists 15.19.2 Channels, angles, tees and flats 834 15.20 Dismantling steel work in built up sections with span upto 10 meter and hieght 5 meter in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50metres lead. 835 15.21 Dismantling steel work manually/ by mechanical means in built up sections with span upto 10 meter and hieght 5 meter without dismembering and stacking within 50 metres lead as per direction of Engineer-in-Charge. 836 15.22 Extra for dismantling trusses, rafters, purlins etc. of steel work for every additional span of one metre or part thereof beyond 10 metres 837 15.23 Extra for dismantling trusses, rafters, purlins etc. of steel work for every additional height of one metre or part thereof beyond 5 metres. 838 15.24 Extra for marking of structural steel work required to be re- erected. 839 15.25 Removal of old Tarfelt i/c disposal as directed by Engineer in charge. 840 15.26 Demolishing brick tile covering in terracing including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. 841 15.27 Dismantling roofing including ridges, hips valleys and gutters etc., and stacking the material within 50 metres lead of: 15.27.1 G.S. Sheet 15.27.2 Asbestos/ Non asbestors sheet 842 15.28 Dismantling stone slab roofing over wooden karries or R.C.C. battens (dismantling karries and battens to be paid for separately) including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. 843 15.29 Dismantling tiled roofing with battens boarding etc. complete including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. 844 15.30 Dismantling wooden ballies in posts and struts including stacking within 50 metres lead. 845 15.31 Dismantling and stacking within 50 metres lead, fencing posts or struts including all earth work and dismantling of concrete etc. in base of : 15.31.1 T’ or ‘L’ iron or pipe 15.31.2 R.C.C. 846 15.32 Cutting ballies or wooden posts of fencing at the point of projection above the concrete or ground and stacking the same within 50 metres lead. 847 15.33 Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead. 848 15.34 Dismantling wooden trellis work excluding frames but including stacking the serviceable material within 50 metres lead. 849 15.35 Dismantling expanded metal or I.R.C. fabrics with necessary battens and beading including stacking the serviceable material within 50 metres lead. 850 15.36 Dismantling wooden boardings in lining of walls and partitions, excluding supporting members but including stacking within 50 metres lead : 15.36.1 Upto 10 mm thick 15.36.2 Thickness above 10 mm upto 25 mm 15.36.3 Thickness above 25 mm upto 40 mm 851 15.37 Dismantling precast concrete or stone slabs in walls, partition walls etc. including stacking within 50 metres lead: 15.37.1 Thickness upto 40 mm 15.37.2 Thickness above 40 mm upto 75 mm 852 15.38 Dismantling cement asbestos or other hard board ceiling or partition walls including stacking of serviceable materials and disposal of unserviceable materials within 50 metres lead. 853 15.39 Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead : 15.39.1 75 to 80 mm dia pipe. 15.39.2 100 mm dia pipe 15.39.3 150 mm dia pipe 854 15.40 Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer-in-Charge : 15.40.1 15 mm to 40 mm nominal bore 15.40.2 Above 40 mm nominal bore 855 15.41 Dismantling C.I. 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 within 50 metre lead as per direction of Engineer-in-Charge: 15.41.1 Upto 150 mm diameter 15.41.2 Above 150 mm dia upto 300 mm dia. 15.41.3 Above 300 mm diameter 856 15.42 Taking out C.I. cover with frame from R.C.C. top slab of manholes of various sizes including demolishing of R.C.C. work manually/ by mechanical means and stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead as per direction of Engineer-in- Charge. 857 15.43 Taking out C.I. cover with frame from R.C.C. top slab of inspection chambers of various sizes including demolishing of R.C.C. work manually/ by mechanical means and stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead as per direction of Engineer-in- Charge. 858 15.44 Dismantling of road gully chamber of various sizes including C.I. grating with frame including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead including refilling the excavated gap. 859 15.45 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. 860 15.46 Dismantling of C.I. sluice valve including stacking of useful materials within a lead of 50 metres 15.46.1 Upto 150 mm diameter 15.46.2 Above 150 mm diameter 861 15.47 Dismantling of spindle fire hydrant including stacking of useful materials within 50 metres lead. 862 15.48 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. 863 15.49 Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable surplus material and stacking of serviceable material with in 50 meters lead as directed by Engineer-in-Charge. 864 15.50 Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps: 15.50.1 100 mm diameter 15.50.2 150 mm diameter 15.50.3 200 mm diameter 15.50.4 250 mm diameter 15.50.5 300 mm diameter 15.50.6 350 mm diameter 15.50.7 400 mm diameter 15.50.8 440 mm diameter 865 15.51 Dismantling of manhole including R.C.C. top slab, C.I. cover with frame including stacking of useful materials near the site and disposal of unserviceable materials into municipal dumps within 50 m lead : 15.51.1 Rectangular manhole 90x80 cm and 45 cm deep 15.51.2 Rectangular manhole 120x90 cm and 90 cm deep. 15.51.3 Rectangular arch type manhole 140x90cm and 2.45m deep. 15.51.4 Circular manhole 122 cm diameter and 1.68 m deep 866 15.52 Extra for depth of manholes dismantled: 15.52.1 Rectangular manhole 90x80 cm and beyond 45 cm depth. 15.52.2 Rectangular manhole 120x90 cm and beyond 90 cm depth. 15.52.3 Rectangular arch type manhole 140x90 cm and beyond 2.45m deep (upto 4.25 m depth). 15.52.4 Circular manhole 122 cm diameter and beyond 1.68 m deep (upto 2.29 m depth). 867 15.53 Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground and stacking of serviceable material within 50 metre lead as per direction of Engineer-in- Charge. 868 15.54 Demolishing dry brick pitching in floors, drains etc. including stacking of serviceable material and disposal of unserviceable material within 50 metres lead : 869 15.55 Demolishing mud phaska in terracing and disposal of material within 50 metres lead. 870 15.56 Dismantling jack arch roofing and floors including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. 871 15.57 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-in- charge. 872 15.58 Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in- charge : 15.58.1 Water bound macadam road 15.58.2 Bituminous road 873 15.59 Dismantling steel cylinder R.C. 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 & lead at site within 50 metres lead as per direction of Engineer-in-charge : 15.59.1 Up to 600 mm diameter 15.59.2 Above 600 mm diameter 874 15.60 Dismantling asbestos cement pressure pipes including excavation and refilling trenches after taking out the pipes manually/ by mechanical means and stacking the pipes within 50 metres lead as per direction of Engineer-in-charge 15.60.1 Up to 150 mm diameter 15.60.2 Above 150 mm diameter 875 15.61 Dismantling of R.C.C. spun vent shaft including excavating the cement concrete pit completely, taking out the shaft, refilling the excavated gap, stacking the useful materials near the site and disposal of unserviceable materials within 50 metres lead. 876 15.62 Dismantling of cement concrete platform along with curtain walls and base concrete etc. including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead: 15.62.1 120 x 120 cm (outside to outside) 15.62.2 210 x 120 cm (outside to outside) 877 15.63 Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in- charge. 878 15.64 Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. 879 17.1 Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100mm sand cast Iron P or S trap, UPVC 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 : 17.1.1 White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests. 17.1.2 Stainless Steel AISI-304(18/8) Orissa pattern W.C. pan of size 585x480 mm with flush pipe and integrated type foot rests. 880 17.2 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 17.2.2 W.C. pan with ISI marked black solid plastic seat and lid 17.2.3 Providing and fixing AISI-304 (18/8) European type WC instead of white vitreous china pedestal type water closet. 881 17.3 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 and C.P. flush bend with fittings and C.I.brackets, 40mm 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 : 17.3.1 W.C. pan with ISI marked white solid plastic seat and lid. 17.3.2 W.C. pan with ISI marked black solid plastic seat and lid. 882 17.4 Providing and fixing vitreous china dual purpose closet suitable for use as squatting pan or European type water closet (Anglo Indian W.C pan) with seat and lid fixed with C.P. brass hinges and rubber buffers, 10 litre low level flushing cistern with fitting and brackets, 40mm flush bend, 20mm over flow pipe, 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 White vitreous china dual purpose WC pan with white solid plastic seat and lid with 10 liter low level flushing cistern i/c C.P. flush bend. 883 17.5 Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing and fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/6 litre (adjustable to 4 litre/8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. 884 17.6 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350mm 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 : 17.6.1 One urinal basin with 5 litre white P.V.C. automatic flushing cistern. 17.6.2 Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern. 17.6.3 Range of three urinal basins with 10 litre white P.V.C. automatic flushing cistern. 17.6.4 Range of four urinal basins with 10 litre white P.V.C. automatic flushing cistern. 885 17.7 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions 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 fittings and cutting and making good the walls and floors wherever require 17.7.1 Single half stall urinal with 5 litre P.V.C. automatic flushing cistern. 17.7.2 Range of two half stall urinals with 5 litre P.V.C. automatic flushing cistern. 17.7.3 Range of three half stall urinals with 10 litre P.V.C. automatic flushing cistern. 17.7.4 Range of four half stall urinals with 10 litre P.V.C. automatic flushing cistern. 886 17.8 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 : 17.8.1 Single squatting plate with 5 litre P.V.C. automatic flushing cistern. 17.8.2 Range of two squatting plates with 5 litre P.V.C. automatic flushing cistern. 17.8.3 Range of three squatting plates with 10 litre P.V.C. automatic flushing cistern. 17.8.4 Range of four squatting plates with 10 litre P.V.C. automatic flushing cistern. 887 17.9 Providing and fixing white vitreous china water less urinal of size 600x330x315 mm having antibacterial /germs free ceramic surface, fixed with cartridge having debris catcher and hygiene seal. 888 17.10 Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre and post flushing with water ( 250 ml and 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-Charge. 889 17.11 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 : 17.11.1 White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps. 17.11.2 White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap. 17.11.3 White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps. 17.11.4 White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm C.P. brass pillar tap. 17.11.5 White Vitreous China Angle back wash basin size 600x480 mm with single 15 mm C.P. brass pillar tap. 17.11.6 White Vitreous China Angle back wash basin size 400x400 mm with single 15 mm C.P. brass pillar tap. 17.11.7 White Vitreous China Flat back wash basin size 450x300 mm with single 15 mm C.P. brass pillar tap. 17.11.8 White Vitreous China Surgeon type wash basin of size 660x460 mm with a pair of 15 mm C.P. brass pillar taps with elbow operated lever ISI marked. 17.11.9 White Vitreous China Surgeon type wash basin of size 660x460 mm with single 15 mm C.P. brass pillar taps with elbow operated levers ISI marked. 17.11.10 Oval shape wash basin over counter /under counter with 15 mm C.P brass pillar tap (Counter to be paid sepratly). 17.11.11 Stainless Steel AISI-304(18/8) Round basin 405x355 mm with single 15 mm C.P. brass pillar tap 17.11.12 Stainless Steel AISI-304(18/8) Wash basin 530x345 mm with single 15 mm C.P. brass pillar tap. 890 17.12 Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. 891 17.13 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. 892 17.14 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 : 17.14.1 Kitchen sink with drain board 17.14.1.1 510x1040 mm bowl depth 250mm. 17.14.1.2 510x1040 mm bowl depth 225mm. 17.14.1.3 510x1040 mm bowl depth 200mm. 17.14.1.4 510x1040 mm bowl depth 178mm. 17.14.2 Kitchen sink without drain board 17.14.2.1 610x510 mm bowl depth 200 mm. 17.14.2.2 610x460 mm bowl depth 200 mm. 17.14.2.3 470x420 mm bowl depth 178 mm. 893 17.15 Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with rubber plug 40mm 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 : 17.15.1 Size450x300x150mm 17.15.2 Size600x450x200mm 894 17.16 Providing and fixing White glazed fire clay draining board of size 600x450x25mm with C.I. brackets including painting of brackets, cutting and making good the walls wherever required. 895 17.17 Providing and fixing white vitreous china water closet squatting pan (Indian type) 17.17.1 Long pattern W.C. pan of size 580 mm 17.17.2 Orissa pattern W.C. pan of size 580x440 mm 896 17.18 Extra for using coloured W.C. pan instead of white W.C. pan Orissa pattern W.C. pan 580x440 mm 897 17.19 Providing and fixing white vitreous china pedestal type (European type/ wash down type) water closet pan. 898 17.20 Extra for using coloured pedestal type W.C pan (European type) with low level cistern of same colour instead of white vitreous china W.C pan and cistern. 899 17.21 Providing and fixing a pair of white vitreous china foot rests of standard pattern for squatting pan water closet: 17.21.1 250x130x30 mm 17.21.2 250x125x25 mm 900 17.22 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 17.22.1 White 17.22.2 coloured 901 17.23 Providing and fixing controlled flush, low level cistern made of vitreous china with all fittings complete.10 litre (full flush capacity) 17.23.1 White 17.23.2 Coloured 902 17.24 Providing and fixing solid plastic seat with lid for pedestal type W.C. pan complete : 17.24.1 White 17.24.2 Black 17.24.3 Coloured (other than black and white) 903 17.25 Providing and fixing G.I. inlet connection for flush pipe connecting with W.C. pan. 904 17.26 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350mm or 340x410x265mm sizes respectively. 905 17.27 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350mm. 906 17.28 Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe. 907 17.29 Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings : 17.29.1 Flat back wash basin of size 630x450mm. 17.29.2 Flat back wash basin of size 550x400mm. 17.29.3 Angle back wash basin of size 600x480mm. 17.29.4 Angle back wash basin of size 400x400mm. 17.29.5 Flat back wash basin of size 450x300mm. 17.29.6 Surgeon type wash basin of size 660x460mm. 908 17.30 Providing and fixing kitchen sink including making all connections excluding cost of fittings. White glazed fire clay sink of size 600x450x250mm. 909 17.31 Providing and fixing white vitreous china laboratory sink including making all connections excluding cost of fittings: 17.31.1 Size 450x300x150 mm. 17.31.2 Size 600x450x200 mm. 910 17.32 Providing and fixing soil, waste and vent pipes: 17.32.1 Sand cast iron socket and spigot (S&S) pipe as per IS: 1729 17.32.1.1 75 mm dia with wall thickness of 5 mm 17.32.1.2 100 mm dia with wall thickness of 5 mm 17.32.2 Spun cast iron socket and spigot (S&S) pipe as per IS: 3989 17.32.2.1 75 mm dia with wall thickness of 3.5 mm 17.32.2.2 100 mm dia with wall thickness of 4 mm 17.32.2.3 150mm dia with wall thickness of 5mm 17.32.3 Hubless Centrifugally cast (spun) iron pipe epoxy coated in side & out side including complete coupling assembly (EPDM rubber gasket stainless steel claim and external metallic/ protective shield as per IS:15905) 17.32.3.1 75 mm dia with wall thickness of 3.5 mm 17.32.3.2 100 mm dia with wall thickness of 3.5mm 17.32.3.3 150mm dia with wall thickness of 4 mm 911 17.33 Providing and filling the joints with spun yarn cement slurry and cement mortar 1:2 ( 1 cement : 2 sand) in S.C.I./ C.I. Pipes : 17.33.1 75 mm dia pipe 17.33.2 100 mm dia pipe 912 17.34 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 10x10x10cm of Cement Concrete 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) including cost of cutting holes and making good the walls etc. : 17.34.1 For 75 mm dia pipe 17.34.2 For 100 mm dia pipe 17.34.3 For 150 mm dia pipe 913 17.35 Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 17.35.1 150 mm dia 17.35.1.1 Sand cast iron as per IS – 1729 minimum wall thickness 6.5mm 17.35.1.2 Spun cast iron as per IS – 3989 minimum wall thickness 5 mm 17.35.1.3 Hubless cast(spun) iron as per IS- 15905 minimum wall thickness 3.5 mm 17.35.2 100 mm dia 17.35.2.1 Sand cast iron as per IS – 1729 minimum wall thickness 6.5mm 17.35.2.2 Spun cast iron as per IS – 3989 minimum wall thickness 4 mm 17.35.2.3 Hubless cast(spun) iron as per IS- 15905 minimum wall thickness 3 mm 17.35.3 75 mm dia 17.35.3.1 Sand cast iron as per IS – 1729 minimum wall thickness 6.5 mm 17.35.3.2 Spun cast iron as per IS – 3989 minimum wall thickness 3.5 mm 17.35.3.3 Hubless cast(spun) iron as per IS- 15905 minimum wall thickness 3 mm 914 17.36 Providing and fixing plain bend of required degree. 17.36.1 150 mm dia 17.36.1.1 Sand cast iron as per IS – 1729 minimum wall thickness 6.5mm 17.36.1.2 Spun cast iron as per IS – 3989 minimum wall thickness 5 mm 17.36.1.3 Hubless cast(spun) iron as per IS- 15905 minimum wall thickness 3.5 mm 17.36.2 100 mm dia 17.36.2.1 Sand cast iron as per IS – 1729 minimum wall thickness 6.5mm 17.36.2.2 Spun cast iron as per IS – 3989 minimum wall thickness 4 mm 17.36.2.3 Hubless cast(spun) iron as per IS- 15905 minimum wall thickness 3 mm 17.36.3 75 mm dia 17.36.3.1 Sand cast iron as per IS – 1729 minimum wall thickness 6.5mm 17.36.3.2 Spun cast iron as per IS – 3989 minimum wall thickness 3.5 mm 17.36.3.3 Hubless cast(spun) iron as per IS- 15905 minimum wall thickness 3 mm 915 17.37 Providing and fixing heel rest sanitary bend 17.37.1 100 mm dia 17.37.1.1 Sand cast iron as per IS - 1729 17.37.1.2 Spun cast iron as per IS - 3989 17.37.2 75 mm dia 17.37.2.1 Sand cast iron as per IS - 1729 17.37.2.2 Spun cast iron as per IS - 3989 916 17.38 Providing and fixing double equal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete : 17.38.1.1 150X150X150X150 17.38.1.2 Sand cast iron as per IS - 3989 17.38.2 100x100x100x100mm 17.38.2.1 Sand cast iron as per IS - 1729 17.38.2.2 Spun cast iron as per IS - 3989 17.38.3 75x75x75x75mm 17.38.3.1 Sand cast iron as per IS - 1729 17.38.3.2 Spun cast iron as per IS - 3989 917 17.39 Providing and fixing double equal plain junction of required degree. 17.39.1 150X150X150X150 mm 17.39.1.1 Sand cast iron as per IS - 3989 17.39.2 100x100x100x100mm 17.39.2.1 Sand cast iron as per IS – 1729 17.39.2.2 Spun cast iron as per IS – 3989 17.39.2.3 Hubless cast(spun) iron as per IS- 15905 17.39.3 75x75x75x75 mm 17.39.3.1 Sand cast iron as per IS – 1729 17.39.3.2 Spun cast iron as per IS – 3989 17.39.3.3 Hubless cast(spun) iron as per IS- 15905 918 17.40 Providing and fixing single equal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 17.40.1 150X150X150 mm 17.40.1.1 Spun cast iron as per IS - 3989 17.40.2 100x100x100 mm 17.40.2.1 Sand cast iron as per IS - 1729 17.40.2.2 Spun cast iron as per IS - 3989 17.40.3 75x75x75 mm 17.40.3.1 Sand cast iron as per IS - 1729 17.40.3.2 Spun cast iron as per IS - 3989 919 17.41 Providing and fixing single equal plain junction of required degree : 17.41.1 150X150X150 mm 17.41.1.1 Spun cast iron as per IS - 3989 17.41.2 100x100x100 mm 17.41.2.1 Sand cast iron as per IS – 1729 17.41.2.2 Spun cast iron as per IS – 3989 17.41.2.3 Hubless cast(spun) iron as per IS- 15905 17.41.3 75x75x75 mm 17.41.3.1 Sand cast iron as per IS – 1729 17.41.3.2 Spun cast iron as per IS – 3989 17.41.3.3 Hubless cast(spun) iron as per IS- 15905 920 17.42 Providing and fixing double unequal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete :100x100x75x75 mm 17.42.1 Sand cast iron as per IS - 1729 17.42.2 Spun cast iron as per IS - 3989 921 17.43 Providing and fixing double unequal plain junction of required degree: 100x100x75x75 mm 17.43.1.1 Sand cast iron as per IS – 1729 17.43.1.2 Spun cast iron as per IS – 3989 17.43.1.3 Hubless cast(spun) iron as per IS- 15905 922 17.44 Providing and fixing single unequal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete : 100x100x75 mm 17.44.1 Sand cast iron as per IS - 1729 17.44.2 Spun cast iron as per IS - 3989 923 17.45 Providing and fixing single unequal plain junction of required degree : 100x100x75 mm 17.45.1 Sand cast iron as per IS – 1729 17.45.2 Spun cast iron as per IS – 3989 17.45.3 Hubless cast(spun) iron as per IS- 15905 924 17.46 Providing and fixing double equal plain invert branch of required degree: 17.46.1 100x100x100x100 mm 17.46.1.1 Sand cast iron as per IS - 1729 17.46.1.2 Sand cast iron as per IS - 3989 17.46.1.3 Hubless cast(spun) iron as per IS- 15905 17.46.2 75x75x75x75 mm 17.46.2.1 Sand cast iron as per IS - 1729 17.46.2.2 Spun cast iron as per IS - 3989 925 17.47 Providing and fixing single equal plain invert branch of required degree: 17.47.1 100x100x100 mm 17.47.1.1 Sand cast iron as per IS - 1729 17.47.1.2 Sand cast iron as per IS - 3989 17.47.1.3 Hubless cast(spun) iron as per IS- 15905 17.47.2 75x75x75 mm 17.47.2.1 Sand cast iron as per IS - 1729 17.47.2.2 Sand cast iron as per IS - 3989 17.47.2.3 Hubless cast(spun) iron as per IS- 15905 926 17.48 Providing and fixing double unequal invert branch of required degree : 100x100x75x75 mm 17.48.1 Sand cast iron as per IS - 1729 17.48.2 Spun cast iron as per IS - 3989 927 17.49 Providing and fixing single unequal plain invert branch of required degree : 100x100x75 mm 17.49.1 Sand cast iron as per IS - 1729 17.49.2 Spun cast iron as per IS - 3989 17.49.3 Hubless cast(spun) iron as per IS- 15905 minimum wall thickness 928 17.50 Providing and fixing sand cast iron S&S off sets as per IS: 1729 17.50.1 76 mm off sets 17.50.1.1 With 75 mm dia pipe 17.50.1.2 With 100 mm dia pipe 17.50.2 114 mm off sets 17.50.2.1 With 75 mm dia pipe 17.50.2.2 With 100 mm dia pipe 17.50.3 152 mm off sets 17.50.3.1 With 75 mm dia pipe 17.50.3.2 With 100 mm dia pipe 929 17.51 Providing and fixing sand cast iron S&S off sets as per IS: 3989. 17.51.1 75 mm off sets 17.51.1.1 With 75 mm dia pipe 17.51.1.2 With 100 mm dia pipe 17.51.1.3 With 150 mm dia pipe 17.51.2 150 mm off sets 17.51.2.1 With 75 mm dia pipe 17.51.2.2 With 100 mm dia pipe 17.51.2.3 With 150 mm dia pipe 930 17.52 Providing and fixing door piece, insertion rubber washer 3mm thick, bolts and nuts complete : 17.52.1 100 mm 17.52.1.1 Sand cast iron as per IS - 1729 17.52.1.2 Spun cast iron as per IS - 3989 17.52.2 75 mm 17.52.2.1 Sand cast iron as per IS - 1729 17.52.2.2 Spun cast iron as per IS - 3989 931 17.53 Providing and fixing terminal guard: 17.53.1 150mm 17.53.1.1 Sand cast iron as per IS - 1729 17.53.1.2 Spun cast iron as per IS - 3989 17.53.1.3 Hubless cast(spun) iron as per IS- 15905 17.53.2 100 mm 17.53.2.1 Sand cast iron as per IS - 1729 17.53.2.2 Spun cast iron as per IS - 3989 17.35.2.3 Hubless cast(spun) iron as per IS-15905 17.53.3 75 mm 17.53.3.1 Sand cast iron as per IS - 1729 17.53.3.2 Spun cast iron as per IS - 3989 17.53.3.3 Hubless cast(spun) iron as per IS- 15905 932 17.54 Providing and fixing collar: 17.54.1 100 mm 17.54.1.1 Sand cast iron S & S as per IS - 1729 17.54.1.2 Sand cast iron S & S as per IS - 3989 17.54.2 75 mm 17.54.2.1 Sand cast iron S & S as per IS - 1729 17.54.2.2 Sand cast iron S & S as per IS- 3989 933 17.55 Providing lead caulked joints to sand cast iron/ centrifugally cast (spun) iron pipes and fittings of diameter: 17.55.1 150mm 17.55.2 100 mm 17.55.3 75 mm 934 17.56 Providing and fixing M.S. stays and clamps for sand cast iron/ centrifugally cast (spun) iron pipes of diameter : 17.56.1 100 mm dia 17.56.2 75 mm dia 935 17.57 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 : 17.57.1 100 mm inlet and 100 mm outlet 17.57.1.1 Spun cast iron S & S as per IS: 3989. 17.57.1.2 Sand Cast iron S & S as per IS: 1729. 17.57.1.3 Hubless cast(spun) iron as per IS-15905 17.57.2 100 mm inlet and 75 mm outlet 17.57.2.1 Sand cast iron S & S as per IS - 3989 17.57.2.2 Spun Cast iron S & S as per IS- 1729. 17.57.2.3 Hubless cast(spun) iron as per IS- 15905 936 17.58 Providing and fixing unplasticised Rigid PVC soil and waste pipes conforming to IS: 13592 Type B including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. Single socketed pipes for working pressure of 4 kg/sqcm. (minimum wall thickness 3.2mm) 17.58.1 75 mm diameter 17.58.2 110 mm diameter 937 17.59 Providing and fixing unplasticised PVC moulded fittings/ accessories for unplasticised Rigid PVC soil and waste pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. 17.59.1 Coupler 17.59.1.1 75 mm 17.59.1.2 110 mm 17.59.2 Single pushfit Coupler 17.59.2.1 75 mm 17.59.2.2 110 mm 17.59.3 Single tee with door 17.59.3.1 75x75x75 mm 17.59.3.2 110x110x110 mm 17.59.4 Single tee without door 17.59.4.1 75x75x75 mm 17.59.4.2 110x110x110 mm 17.59.5 Bend 87.50 17.59.5.1 75 mm bend 17.59.5.2 110 mm bend 938 17.60 Providing and fixing Unplasticised - PVC pipe clips of approved design to Unplasticised - PVC soil and waste pipes by means of bombay nail of required length including and making good the wall etc. complete. 17.60.1 75 mm 17.60.2 110 mm 939 17.61 Providing and fixing UPVC trap of self cleaning design complete. Including cost of cutting and making good the wall and floors. 100 mm inlet and 75 mm outlet 940 17.62 Providing and fixing M.S. holder bat clamp of approved design to sand cast iron/ cast iron (spun) pipes comprising of M.S. flat brackets made of 50x5mm flat of specified shape, projecting 75mm outside the wall surface and fixed on wall with 4nos, 6mm dia expansion hold fasteners including drilling necessary holes in brick wall/ CC/ RCC surface and the cost of bolts etc. The pipes shall be fixed to the already fixed brackets with the help of 30mm x1.6mm galvanised M.S. flats of specified shape and of total length 420mm and shall be fixed with M.S. nuts, bolts, and washers of size 25x6mm, one bolts on each side of the pipe. 17.62.1 Total bracket length 580mm of approved shape and design (for single, 100mm dia pipe). 17.62.2 Total bracket length 810mm of approved shape and design (for two, 100mm dia pipes). 17.62.3 Total bracket length 1040mm of approved shape and design (for three, 100mm dia pipes). 941 17.63 Cutting chases in brick masonry walls (clay brick/flyash brick/AAC blocks) 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 sand :6 graded stone aggregate 12.5 mm nominal size) including necessary plaster and pointing in cement mortar 1:4 (1 cement : 4 sand) : 17.63.1 100 mm dia 17.63.2 75 mm dia 17.63.3 50 mm dia 942 17.64 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. 17.64.1 Semi rigid pipe 17.64.1.1 32 mm dia 17.64.1.2 40 mm dia 17.64.2 Flexible pipe (only in residential & complaxes) 17.64.2.1 32 mm dia 17.64.2.2 40 mm dia 943 17.65 Providing and fixing 100 mm sand cast Iron grating for gully trap. 944 17.66 Providing and fixing in position 25mm diameter mosquito proof coupling of approved municipal design. 945 17.67 Providing and fixing bevelled 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. 946 17.68 Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shape with 6 mm thick hard board backing 17.68.1 Circular shape 450mm dia. 17.68.2 Rectangular shape 453x357mm 17.68.3 Oval shape 450x350mm (outer dimensions) 17.68.4 Rectangular shape 1500x450 mm 947 17.69 Providing and fixing glass shelf with edges round of supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. 948 17.70 Providing and fixing toilet paper holder: 17.70.1 C.P. brass 17.70.2 Vitreous china 949 17.71 Providing and fixing CP brass waste coupling of approved quality and make for sink and wash basin. 17.71.1 Waste coupling 31mm of 79mm length and 62mm breadth 17.71.2 Waste coupling 38mm of 83mm length and 77mm breadth 950 17.72 Providing and fixing CP brass bottle trap of approved quality and make for sink and wash basin. 951 17.73 Providing and fixing CP brass towel rail of approved quality and make 17.73.1 600x20mm 17.73.2 450x20mm 952 17.74 Providing and fixing CP brass towel ring of approved quality and make 200mm dia ring 953 17.75 Providing and fixing CP brass soap dish of approved quality and make 954 17.76 Providing and fixing CP brass Urinal spreader of approved quality and make 955 17.77 Providing and fixing C.P. brass soap container 109 mm wide, 125 high and 112 mm distance from wall of standard shape with bracket of the same material with all fittings etc. of approved quality and conforming to IS: specification. 956 17.78 Providing and fixing C.P. brass grating of approved quality and make conforming to IS: specification. 17.78.1 100 mm dia. 957 17.79 Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour. 17.79.1 Waste coupling 31mm dia of 79mm length and 62mm breadth weighing not less than 45gms. 17.79.2 Waste coupling 38mm dia of 83mm length and 77mm breadth, weighing not less than 60gms. 958 17.80 Providing and fixing PTMT Bottle Trap for Wash basin and sink. 17.80.1 Bottle trap 31mm single piece moulded with height of 270mm, effective length of tail pipe 260mm from the centre of the waste coupling 77mm breadth with 25mm minimum water seal, weighing not less than 260gms. 17.80.2 Bottle trap 38mm single piece moulded with height of 270mm, effective length of tail pipe 260mm from the centre of the waste coupling 77mm breadth with 25mm minimum water seal, weighting not less than 263gms. 959 17.81 Providing and fixing PTMT liquid soap container 109mm wide, 125mm high and 112mm 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. 960 17.82 Providing and fixing PTMT towel ring trapezoidal shape 215mm long, 200mm wide with a minimum distances of 37mm from wall face with concealed fittings arrangement of approved quality and colour. Weighing not less than 88 gms. 961 17.83 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 colour. 17.83.1 450mm long towel rail with total length of 495mm, 78mm wide and effective height of 88mm, weighing not less than 170gms. 17.83.2 600mm long towel rail with total length of 645mm, width 78mm and effective height of 88mm, weighing not less than 190gms. 962 17.84 Providing and fixing PTMT shelf 440 mm long, 124 mm width and 36 mm height of approved quality and colour. Weighing not less than 300 gms. 963 17.85 Providing and fixing PTMT 15 mm Urinal spreader size 95x69x100 mm with 1/2 BSP thread and shapes. Weighing not less than 60 gms. 964 17.86 Providing and fixing PTMT urinal cock of approved quality and colour. 15 mm nominal bore, 80mm long. 42 mm high and 30mm wide with BSP female threads weighing not less than 48 gms. 965 17.87 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. 966 17.88 Painting C.I. cistern with bitumastic or any other anti-corrosive paint inside and white paint over a coat of zinc chromate yellow primer (of approved quality) on the outside surface of the cistern, flush pipe, other fittings, etc. complete for new work. 967 17.89 Re-painting C.I. cistern with bitumastic or any other anti-corrosive paint inside and white paint on the outside surface of the cistern, flush pipe, other fittings, etc. complete including polishing of wooden seat and lid and cleaning of W.C. pan with acid wherever necessary. 968 17.90 Repainting C.I. cistern with synthetic enamel paint of approved colour brand and manufacture on the outside surface of cistern flush pipe, other fittings etc. complete. 969 17.91 Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and fittings with two coats of synthetic enamel paint of any colour such as chocolate grey, or buff etc. over a coat of primer (of approved quality) for new work : 17.91.1 75 mm diameter pipe 17.91.2 100 mm diameter pipe 17.91.3 150 mm diameter pipe 970 17.92 Repainting sand cast iron/ centrifugally cast iron (spun) iron, soil, waste, vent pipes and fittings with one coat of synthetic enamel paint of any colour such as chocolate, grey or buff etc : 17.92.1 75 mm diameter pipe 17.92.2 100 mm diameter pipe 17.92.3 150 mm diameter pipe 971 17.93 Repainting bath tub of size 1700x730x430mm with enamel paint. 972 17.94 Providing and laying Ceramic glazed half round pipe drain (having thickness 9 to 10mm) of approved make in colours such as White, Ivory, Grey, or any other colour, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 sand) including pointing the joints with white cement and matching pigment etc., complete. 17.94.1 100 mm dia half round pipe 17.94.2 150 mm dia half round pipe 17.94.3 200mm dia half round pipe 973 17.99 Construction of manually operated fire based incinerator for girls-toilet i/c (i)   Fire and ash collection chamber 0.60x0.60 m, made of calcium silicate bricks, having 12mm dia steel bars grating @10 cm c/c, i/c MS mesh weldedon top including 300 mm x 450 mm MS openable door of half grill and half MS plate (3mm thick ).(ii)     0.40 m X 0.40 m duct made of 1.6 mm thick MS sheet for dropping napkins from the toilet opening.(iv) 150mm dia Class C heavy duty MS pipe conforming to IS 3589/1239 for gas emission with cowel, up to 2.10 meter height above terrace level.(v) Opening in wall having MS flap (1.6mm thick) of size 0.25X 0.25 m, finished with granite.etc complete as per standard drawing no. 5313-B-NB4-9919- R1 dated 21.02.2017 17.99.1 For ground floor buildings. 17.99.2 For Ground floor & Ist floor buildings. 17.99.3 Add extra for every additional floor above Ist floor. 974 17.95 Providing and fixing coupler for PVC pipes & fittings waste/rain water/drainage disposal of superior Indian make (as approved by Engineer incharge) i/c jointing with rubber rings, adhesive, lubricant,solvent cement PVC clips or burried underground i/c making necessary chases and holes in walls, floors or trenching complete with making good or i/c excavation and refilling as per site requirement with testing etc.complete. FOR WASH BASIN CONNECTION (40mm diameter) 975 18.6 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. 18.6.1 Internal work - Exposed on wall 18.6.1.1 15 mm nominal outer dia Pipes. 18.6.1.2 20 mm nominal outer dia .Pipes. 18.6.1.3 25 mm nominal outer dia .Pipes. 18.6.1.4 32 mm nominal outer dia Pipes. 18.6.1.5 40 mm nominal outer dia Pipes. 18.6.1.6 50 mm nominal outer dia .Pipes. 18.6.2 Concealed work including cutting chases and making good the walls etc. 18.6.2.1 15 mm nominal outer dia .Pipes. 18.6.2.2 20 mm nominal outer dia .Pipes. 18.6.2.3 25 mm nominal outer dia Pipes. 18.6.2.4 32 mm nominal outer dia Pipes. 976 18.7 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings. This included jointing of pipes and fittings with one step CPVC solvent cement, trenching, refilling and testing of joints complete as per direction of Engineer-in- Charge. External Work 18.7.1 15 mm nominal outer dia Pipes. 18.7.2 20 mm nominal outer dia .Pipes. 18.7.3 25 mm nominal outer dia Pipes. 18.7.4 32 mm nominal outer dia .Pipes. 18.7.5 40 mm nominal outer dia Pipes. 18.7.6 50 mm nominal outer dia .Pipes. 18.7.7 62.50 mm nominal inner dia Pipes. 18.7.8 75 mm nominal inner dia .Pipes. 18.7.9 100mm nominal inner dia .Pipes. 18.7.10 150 mm nominal inner dia Pipes. 977 18.8 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. 18.8.1 Internal work - Exposed on wall 18.8.1.1 15 mm dia. nominal bore 18.8.1.2 20 mm dia. nominal bore 18.8.1.3 25 mm dia. nominal bore 18.8.1.4 32 mm dia. nominal bore 18.8.1.5 40 mm dia. nominal bore 18.8.1.6 50 mm dia. nominal bore 18.8.2 Concealed pipe including painting with anti corrosivebitumastic paint, cutting chases and making good the wall. 18.8.2.1 15 mm dia nominal bore 18.8.2.2 20 mm dia nominal bore 18.8.3 External work : including trenching and refilling etc. 18.8.3.1 15 mm dia. nominal bore 18.8.3.2 20 mm dia. nominal bore 18.8.3.3 25 mm dia. nominal bore 18.8.3.4 32 mm dia. nominal bore 18.8.3.5 40 mm dia. nominal bore 18.8.3.6 50 mm dia. nominal bore 18.8.3.7 65 mm dia. nominal bore 18.8.3.8 80 mm dia. nominal bore 978 18.9 Providing and fixing Stainless Steel pipe and fitting of grade AISI 304 as per JIS standard 3448 complete with press type fitting (fitting shall be paid for separately) i/c fixing of the pipe with clamps at 1.00 m spacing including cutting and making good the walls including testing of joints complete as per direction of Engineer -in-charge. (The pipe length inserted in the fitting shall not be measured for payment) 18.9.1 Internal work - Exposed on wall 18.9.1.1 15.88 mm outer diapipe 18.9. 1.2 22.22 mm outer diapipe 18.9.1.3 28.58 mm outer diapipe 18.9.1.4 34.00 mm outer dia Pipe 18.9.1.5 42.70 mm outer dia Pipe 18.9.1.6 48.60 mm outer dia Pipe 18.9.2 Internal work - Concealed Pipe 18.9.2.1 15.88 mm outer dia .Pipes. 18.9.2.2 22.22 mm Outer diaPipes 979 18.12 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 18.12.1 With C.I. wheel of approved quality (screwed end) 18.12.1.1 25 mm nominal bore 18.12.1.2 32 mm nominal bore. 18.12.1.3 40 mm nominal bore 18.12.1.4 50 mm nominal bore 18.12.1.5 65 mm nominal bore 18.12.1.6 80 mm nominal bore 18.12.2 With brass lever handle of approved quality. 18.12.2.1 25 mm nominal bore 18.12.2.2 32 mm nominal bore. 18.12.2.3 40 mm nominal bore 18.12.2.4 50 mm nominal bore 980 18.13 Providing and fixing CPVC gate valve with knob of approved quality. 18.13.1 25 mm nominal bore 18.13.2 32 mm nominal bore. 18.13.3 40 mm nominal bore 18.13.4 50 mm nominal bore 981 18.14 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 18.14.1 15 mm nominal bore 18.14.2 20 mm nominal bore 18.14 3 25 mm nominal bore 982 18.15 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 18.15.1 25 mm nominal bore 18.15.1.1 Horizontal 18.15.1.2 Vertical 18.15.2 32 mm nominal bore 18.15.2.1 Horizontal 18.15.2.2 Vertical 18.15.3 40 mm nominal bore 18.15.3.1 Horizontal 18.15.3.2 Vertical 18.15.4 50 mm nominal bore 18.15.4.1 Horizontal 18.15.4.2 Vertical 18.15.5 65 mm nominal bore 18.15.5.1 Horizontal 18.15.5.2 Vertical 18.15.6 80 mm nominal bore 18.15.6.1 Horizontal 18.15.6.2 Vertical 983 18.16 Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main : 18.16.1 15 mm nominal bore 18.16.2 20 mm nominal bore 18.16.3 25 mm nominal bore 984 18.17 Providing and fixing uplasticised PVC connection pipe with brass unions : 18.17.1 30 cm length 18.17.1.1 15 mm nominal bore 18.17.1.2 20 mm nominal bore 18.17.2 45 cm length 18.17.2.1 15 mm nominal bore 18.17.2.2 20 mm nominal bore 985 18.18 Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement :2 sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement :5 sand:10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement :3 sand) 12mm thick finished with a floating coat of neat cement complete as per standard design :- 18.18.1 With common burnt clay bricks of 25 kg /sqcm compressive strength. 18.18.2 With well burnt flyash bricks of 50 kg/sqm compressive strength. 986 18.19 Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 sand) for sluice valve, with C.I. surface box 100mm. top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement :2 sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design 18.19.1 With common burnt clay bricks of 25 kg /sqcm compressive strength. 18.19.2 With flyash bricks of 50 kg/cm2 strength 987 18.20 Constructing masonry Chamber 60x60x75 cm, inside in brick work in cement mortar 1:4 (1 cement : 4 sand) for fire hydrants, with C.I. surface box 350x350 mm. top and 165 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : 18.20.1 With common burnt clay bricks of 25 kg/cm2 compressive strength. 18.20.2 With flyash bricks of 50kg/cm2 strength. 988 18.21 Constructing masonry Chamber 60x45x50 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 sand) for water meter complete with C.I. double flap surface box 400x200x200 mm (inside) with locking arrangement and RCC top slab 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : 18.21.1 With common burnt clay bricks of 25 kg /sqcm compressive strength. 18.21.2 With flyash bricks of 50kg/sqm compressive strength. 989 18.22 Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work : 18.22.1 15 mm diameter pipe. 18.22.2 20 mm diameter pipe. 18.22.3 25 mm diameter pipe. 18.22.4 32 mm diameter pipe. 18.22.5 40 mm diameter pipe. 18.22.6 50 mm diameter pipe. 990 18.23 Repainting G.I. pipes and fittings with synthetic enamel white paint of approved quality : 18.23.1 15 mm diameter pipe. 18.23.2 20 mm diameter pipe. 18.23.3 25 mm diameter pipe 18.23.4 32 mm diameter pipe 18.23.5 40 mm diameter pipe 18.23.6 50 mm diameter pipe 991 18.24 Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality : 18.24.1 15 mm diameter pipe 18.24.2 20 mm diameter pipe 18.24.3 25 mm diameter pipe 18.24.4 32 mm diameter pipe 18.24.5 40 mm diameter pipe 18.24.6 50 mm diameter pipe 18.24.7 65 mm diameter pipe 18.24.8 80 mm diameter pipe 992 18.25 Providing and filling sand all-round the G.I. pipes in external work. 18.25.1 15 mm diameter pipe 18.25.2 20 mm diameter pipe 18.25.3 25 mm diameter pipe 18.25.4 32 mm diameter pipe 18.25.5 40 mm diameter pipe 18.25.6 50 mm diameter pipe 18.25.7 65 mm diameter pipe 18.25.8 80 mm diameter pipe 993 18.26 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) 18.26.1 15 mm nominal bore 18.26.2 20 mm nominal bore 18.26.3 25 mm nominal bore 18.26.4 32 mm nominal bore 18.26.5 40 mm nominal bore 18.26.6 50mm nominal bore 18.26.7 65mm nominal bore 18.26.8 80 mm nominal bore 994 18.27 Providing and fixing G.I. 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 : 18.27.1 15 mm nominal bore. 18.27.2 20 mm nominal bore. 18.27.3 25 mm nominal bore. 18.27.4 32 mm nominal bore. 18.27.5 40 mm nominal bore. 18.27.6 50 mm nominal bore. 18.27.7 65 mm nominal bore. 18.27.8 80 mm nominal bore. 995 18.28 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 996 18.29 Providing and fixing brass bib cock of approved quality 18.29.1 15 mm nominal bore 18.29.2 20 mm nominal bore 997 18.30 Providing and fixing brass stop cock of approved quality : 18.30.1 15 mm nominal bore 18.30.2 20 mm nominal bore 998 18.31 Providing and fixing C.P. brass bib cock of approved quality conforming to IS: 8931, and weighing not less then 400 kg, 15 mm nominal bore. 999 18.32 Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gm, 15 mm nominal bore. 1000 18.33 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gm, 15 mm nominal bore 1001 18.34 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS: 8931. 15 mm nominal bore. 1002 18.35 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:893115 mm nominal bore 1003 18.36 Providing and fixing chrome plated brass battery based infrared sensor operated pillar cock, having foam flow technology. 15 mm nominal bore. 1004 18.37 Providing and fixing C.P. brass pillar cock approved quality and make conforming to IS: specification. nd weighing not less than 650 gm,a15 mm nominal bore 125 mm long foam flow. 1005 18.38 Providing and fixing C.P. brass basin mixer of approved quality and make conforming to IS: specification.15 mm nominal bore. 1006 18.39 Providing and fixing C.P. brass wall mixer of approved quality and make conforming to IS: specification. 15 mm nominal bore. 1007 18.40 Providing and fixing C.P. brass sink mixer of approved quality and make conforming to IS: specification. 15 mm nominal bore. 1008 18.41 Providing and fixing C.P. brass elbow operated bibcock of approved quality and make conforming to IS: specification. 15 mm nominal bore. 1009 18.42 Providing and fixing C.P. brass elbow operated pillar cock of approved quality and make conforming to IS: specification. 15 mm nominal bore. 1010 18.43 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 18.43.1 100 mm diameter 18.43.2 150 mm diameter 18.43.3 200 mm diameter 1011 18.44 Providing and fixing PTMT bib cock of approved quality and colour 15mm nominal bore. 18.44.1 86 mm long weighing not less than 88 gm 18.44.2 122 mm long weighing not less than 99 gm 18.44.3 165mm long weighing not less than 110 gm 18.44.4 90mm long weighing not less than 93 gm 1012 18.45 Providing and fixing PTMT stop cock of approved quality and colour. 18.45.1 15 mm nominal bore, 86mm long. Weighing not less than 88 gms. 18.45.2 20mm nominal bore, 89mm long. Weighing not less than 88 gms. 18.45.3 Concealed stop cock, 15mm nominal bore, 108mm long. Weighing not less than 108 gms. 1013 18.46 Providing and fixing PTMT pillar cock of approved quality and colour. 18.46.1 15mm nominal bore, 107mm long. Weighing not less than 110 gms. 18.46.2 15mm nominal bore, 125mm long foam flow weighing not less than 120 gms. 1014 18.47 Providing and fixing PTMT, push cock of approved quality and colour. 18.47.1 15 mm nominal bore, 98mm long. Weighing not less than 75 gms. 18.47.2 15 mm nominal bore, 80mm long weighing not less than 46 gms. 1015 18.48 Providing and fixing PTMT grating of approved quality and colour. 18.48.1 Circular type. 18.48.1.1 100 mm nominal dia. 18.48.1.2 125 mm nominal dia with 25 mm waste hole. 18.48.2 Rectangular type with openable circular lid. 18.48.2.1 150 mm nominal size square 100 mm diameter of the inner hinged round grating. 1016 18.49 Providing and fixing PTMT angle stop cock 15 mm nominal bore. Weighing not less than 85 gms. 1017 18.50 Providing and fixing PTMT swivelling shower, 15mm nominal bore. Weighing not less than 40gms. 1018 18.51 Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball. 18.51.1 15 mm nominal bore, 105 mm long. Weighing not less than 138 gms. 18.51.2 20 mm nominal bore, 120 mm long. Weighing not less than 198 gms. 18.51.3 25 mm nominal bore, 152mm long. Weighing not less than 440 gms. 18.51.4 40mm nominal bore, 206mm long. Weighing not less than 690 gms. 18.51.5 50mm nominal bore, 242mm long. Weighing not less than 1240 gms. 1019 18.52 Providing and fixing Unplasticised P.V.C. connection pipe with PTMT Nuts collar and bush of approved quality and colour 15 mm nominal bore 18.52.1 30cm length. 18.52.2 45 cm length. 1020 18.53 Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour. 18.53.1 15 mm nominal bore.Weighing not less than 32 gms. 18.53.2 20mm nominal bore.Weighing not less than 40gms. 18.53.3 25mm nominal bore.Weighing not less than 62 gms. 1021 18.54 Providing and fixing enclosed type water meter (bulk type) conforming to IS: 2373 and tested by Municipal Board complete with bolts, nuts, rubber insertions etc. (The tail pieces if required will be paid separately) : 18.54.1 80 mm nominal bore 18.54.2 100 mm nominal bore 18.54.3 150 mm nominal bore 18.54.4 200 mm nominal bore 1022 18.55 Providing and fixing C.I. dirt box strainer for bulk type water meter with nuts, bolts, rubber insertions etc. complete conforming to IS : 2373 : 18.55.1 80 mm nominal bore 18.55.2 100 mm nominal bore 18.55.3 150 mm nominal bore 18.55.4 200 mm nominal bore 1023 18.56 Cutting holes upto 30x30 cm in walls including making good the same : With common burnt clay bricks of 25 kg /sqcmor flyash bricks of 50 kg/cm2compressive strength. 1024 18.57 Cutting holes upto 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) including finishing complete so as to make it leak proof. 1025 18.58 Making chases upto 7.5x7.5 cm in walls including making good and finishing with matching surface after housing G.I. pipe etc. 1026 18.59 Making hole upto 20x20 cm and embedding pipes upto 150 mm diameter in masonry and filling with cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 20 mm nominal size) including disposal of malba. 1027 18.60 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 : 18.60.1 25 to 40 mm nominal bore 18.60.2 50 to 80 mm nominal bore 1028 18.61 Providing and fixing CP jet assembly to including connection etc complete. 1029 18.62 Providing and fixing ferro- cement water storage tank with cover, having minimum thickness of 10mm. The wall to be reinforced with two layers of double galvanized annealed square wooven wire mesh of 20 gauge wire spaced at 15mm for 300 litre capacity and 12mm for 450 to 2500 litres capacity finish with 3 layers of Cement mortar 1:2 duly modified with polymer based plastizers and hardening chemicals (Burogrout and Buroseal) The tank should conform to the specification prescribed by Structural Engineering Research Centre Roorkee/Gaziabad. The tanks to be painted with drinking water paint inside and aluminimum paint out side with provision of outlet, inlet, overflow and cleaning including hoisting and placing in position upto floor two level or 5 M. height. 1030 18.63 Add extra for additional floor lift beyond 5.0M.height. 1031 19.1 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 sand) including testing of joints etc. complete : Excavation to be paid seperataly 19.1.1 100 mm diameter 19.1.2 150 mm diameter 19.1.3 200 mm diameter 19.1.4 230 mm diameter 19.1.5 250 mm diameter 19.1.6 300 mm diameter 1032 19.2 Providing and laying cement concrete 1:5:10 (1 cement : 5 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 19.2.2 150 mm diameter S.W. pipe 19.2.3 200 mm diameter S.W. pipe 19.2.4 230 mm diameter S.W. pipe 19.2.5 250 mm diameter S.W. pipe 19.2.6 300 mm diameter S.W. pipe 1033 19.3 Providing and laying cement concrete 1:5:10 (1 cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) upto haunches of S.W. pipes including bed concrete as per standard design : 19.3.1 100 mm diameter S.W. pipe 19.3.2 150 mm diameter S.W. pipe 19.3.3 200 mm diameter S.W. pipe 19.3.4 230 mm diameter S.W. pipe 19.3.5 250 mm diameter S.W. pipe 19.3.6 300 mm diameter S.W. pipe 1034 19.4 Providing and laying below ground unplasticised PVC pipe to with stand working pressure of 4 kg/cm2 soild waste pipes confirming to IS:13592 and IS:4985 including jointing with seal ring confirming to IS :5282 leaving 10mm gap for thermal expansion all necessary fittings etc. complete. Excavation to be paid seperataly. 19.4.1 110 mm diameter OD (min. wall thickness 3.2mm) 19.4.2 160 mm diameter OD (min. wall thickness 4.0mm) 19.4.3 200 mm diameter OD (min. wall thickness 4.9mm) 19.4.4 250 mm diameter OD (min. wall thickness 6.2mm) 19.4.5 300 mm diameter OD (min. wall thickness 7.7mm) 1035 19.5 Providing and laying cement concrete 1:3:6 (1 cement: 3 sand: 6 graded stone aggregate 20 mm nominal size) all-round PVC. pipes including bed concrete as per standard design: 19.5.1 110 mm diameter PVC. pipe 19.5.2 160 mm diameter PVC. pipe 19.5.3 200 mm diameter PVC. pipe 19.5.4 250 mm diameter PVC. pipe 19.5.5 300 mm diameter PVC pipe 1036 19.6 Providing and laying cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 20 mm nominal size) up to haunches of PVC. pipes including bed concrete as per standard design : 19.6.1 110 mm diameter PVC. pipe 19.6.2 160 mm diameter PVC. pipe 19.6.3 200 mm diameter PVC. pipe 19.6.4 250 mm diameter PVC. Pipe 19.6.5 300 mm diameter PVC pipe 1037 19.7 Providing and fixing square- mouth S.W. gully trap class SP1 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 : 19.7.1 100x100 mm size P type 19.7.1.1 With well burnt bricks 19.7.1.2 With Sewer bricks conforming to IS : 4885 19.7.2 150 x 100 mm size P type. 19.7.2.1 With well burnt bricks 19.7.2.2 With sewer bricks conforming to IS : 4885 19.7.3 180x150 mm size P type 19.7.3.1 With well burnt bricks 19.7.3.2 With Sewer bricks conforming to IS : 4885 1038 19.8 Providing and laying non- pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 sand) including testing of joints etc. complete : 19.8.1 100 mm dia. R.C.C. pipe 19.8.2 150 mm dia. R.C.C. pipe 19.8.3 250 mm dia. R.C.C. pipe 19.8.4 300 mm dia. R.C.C. pipe 19.8.5 450 mm dia. R.C.C. pipe 19.8.6 500 mm dia. R.C.C. pipe 19.8.7 600 mm dia. R.C.C. pipe 1039 19.9 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 sand ) R.C.C. top slab with Cement Concrete 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design 19.9.1 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) : 19.9.1.1 With well burnt bricks 19.9.1.2 With Sewer bricks conforming to IS : 4885 19.9.2 Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) : 19.9.2.1 With well burnt bricks 19.9.2.2 With Sewer bricks conforming to IS : 4885 19.9.3 Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (heavy duty) 560 mm internal diameter, total weight of cover and frame to be not less than 208 kg (weight of cover 108 kg and weight of frame 100 kg) : 19.9.3.1 With well burnt bricks 19.9.3.2 With Sewer bricks conforming to IS : 4885 1040 19.10 Extra for depth for manholes 19.10.1 Size 90x80 cm 19.10.1.1 With well burnt bricks 19.10.1.2 With Sewer bricks conforming to IS : 4885 19.10.2 Size 120x90 cm 19.10.2.1 With well burnt bricks 19.10.2.2 With Sewer bricks conforming to IS : 4885 1041 19.11 Constructing brick masonry circular type manhole 0.91m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 sand : 6 graded stone aggregate 40mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) including centering shuttering all complete. (Foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) : 19.11.1 With well burnt bricks 19.11.2 With Sewer bricks conforming to IS : 4885 1042 19.12 Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91m to 1.67m 19.12.1 With well burnt bricks 19.12.2 With Sewer bricks conforming IS : 4885 1043 19.13 Constructing brick masonry circular manhole 1.22m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement :4 sand) inside cement plaster 12mm thick with cement mortar 1:3 (1 cement :3 sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 40mm nominal size) and making necessary channel in cement concrete 1:2:4 including centering shuttering all complete. (Foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) 19.13.1 With well burnt bricks 19.13.2 With Sewer bricks conforming IS : 4885 1044 19.14 Extra depth for circular type manhole 1.22m internal dia (at bottom) beyond 1.68 m to 2.29 m : 19.14.1 With well burnt bricks 19.14.2 With Sewer bricks conforming IS : 4885 1045 19.15 Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 sand) inside cement plaster 12mm thick with cement mortar 1:3 (1 cement : 3 sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 40mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement all complete as per standard design : 19.15.1 2.30m deep with SFRC Cover and frame (heavy duty HD-20 grade designation) 560mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) including centering shuttering all complete. (Foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : 19.15.1.1 With well burnt bricks 19.15.1.2 With Sewer bricks conforming IS : 4885 1046 19.16 Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond 2.30 m : 19.16.1 With well burnt bricks 19.16.2 With Sewer bricks conforming IS : 4885 1047 19.17 Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : 19.17.1 With 20x20 mm square bar 19.17.2 With 20 mm diameter round bar 1048 19.18 Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS : 1786 having minimum cross section as 23 mmx25mm and over all minimum length 263 mm as per standard drawing and suitable to withstand the bend test and chemical resistance test as per specifications and having manufactures permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. 1049 19.19 Replacement of M.S. foot rests in manholes including dismantling concrete blocks and fixing with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 20 mm nominal size): 19.19.1 With 20x20 mm square bar 19.19.2 With 20 mm diameter round bar 1050 19.20 Supplying and fixing C.I. cover without frame for manholes : 19.20.1 455x610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg. 19.20.2 500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg. 19.20.3 560 mm diameter C.I. cover (heavy duty) the weight of the cover to be not less than 108 kg. 1051 19.21 Providing and fixing in position precast R.C.C. manhole cover and frame of required shape and approved quality 19.21.1 Light duty D- 2.5 19.21.1.1 Rectangular shape 600x450mm internal dimensions 19.21.1.2 Square shape 450mm internal dimensions 19.21.1.3 Circular shape 450mm internal diameter 19.21.2 Medium duty - 10 19.21.2.1 Square shape 450mm internal dimension 19.21.2.2 Circular shape 500mm internal diameter 19.21.3 Heavy duty D - 20 19.21.3.1 Circular shape 560 mm internal diameter 19.21.4 Extra Heavy Duty - 35 19.21.4.1 Circular shape 560 mm internal dia. 1052 19.22 Supplying and fixing C.I. cover 300x300 mm without frame for gully trap (standard pattern) the weight of cover to be not less than 4.5kg. 1053 19.23 Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : 19.23.1 For pipes 100 to 230 mm diameter 19.23.2 For pipes 250 to 300 mm diameter 19.23.3 For pipes 350 to 450 mm diameter 1054 19.24 Providing sand cast iron drop connection externally for 60 cm drop from branch sewer line to main sewer manhole including inspection and cleaning eye with chain and lid, sand cast iron drop pipe and bend encased all-round with cement concrete 1:5:10 (1 cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) with cement mortar 1:1 (1 cement : 1 sand) joints between sand cast iron tee and S.W. pipe, making required channels complete as per standard design and specifications : 19.24.1 100 mm dia. sand cast iron drop connection 19.24.2 150 mm dia. sand cast iron drop connection 1055 19.25 Extra for depths beyond 60 cm of sand cast iron drop connection complete : 19.25.1 For 100 mm dia. sand cast iron drop connection 19.25.2 For 150 mm dia. sand cast iron drop connection 1056 19.26 Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (Brick work for Raising depth of manhole to be paid separately) : 19.26.1 Rectangular manhole 90x80 cm with rectangular cover 600x450 mm of grade LD - 2.5 19.26.2 Rectangular manhole 120x90 cm with circular cover 500 mm dia of grade MD - 10 19.26.3 Rectangular manhole 120x90 cm with circular cover 560 mm dia of grade HD - 20 19.26.4 Circular manhole 140 cm dia with circular cover 600 mm dia of grade Extra heavy duty HD -35 1057 19.27 Constructing brick masonry road gully chamber 50x45x60cm with bricks in cement mortar 1:4 (1 cement : 4 sand) including 500x450 mm precast R.C.C. horizontal grating with frame complete as per standard design : 19.27.1 With well burnt bricks 19.27.2 With fly ash bricks 100 key/cm2 strangth 1058 19.28 Constructing brick masonry road gully chamber 45x45x77.5cm with bricks in cement mortar 1:4 (1 cement : 4 sand) with precast R.C.C. vertical grating complete as per standard design : 19.28.1 With well burnt bricks 19.28.2 With fly ash bricks 100 kg/cm2 strength 1059 19.29 Constructing brick masonry road gully chamber 110x50x77.5cm with bricks in cement mortar 1:4 (1 cement : 4 sand) including 500x450 mm precast R.C.C. horizontal grating with frame and vertical grating complete as per standard design : 19.29.1 With well burnt bricks 19.29.2 With fly ash bricks 100 kg/cm2 strength 1060 19.30 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. 19.30.1 With well burnt bricks 1061 19.31 Constructing soak pit 1.20x1.20x1.20m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20m long complete as per standard design. 1062 19.32 Providing and fixing S.W. intercepting trap in manholes with stiff mixture of cement mortar 1:1 (1 cement : 1 sand) including testing of joints etc. complete : 19.32.1 100 mm dia 19.32.2 150 mm dia 1063 19.33 Providing, laying and jointing half round glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 sand) including testing of joints etc. complete : Excavation to be paid seperataly 19.33.1 100 mm dia 19.33.2 150 mm dia 19.33.3 200 mm dia 19.33.4 230 mm dia 19.33.5 250 mm dia 19.33.6 300 mm dia 1064 19.34 Providing and laying half round RCC pipes class (light duty) with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 sand) including testing of joints etc. complete : Excavation to be paid seperataly 19.34.1 100 mm dia. Half round R.C.C. pipe 19.34.2 150 mm dia. Half round R.C.C. pipe 19.34.3 250 mm dia. Half round R.C.C. pipe 19.34.4 300 mm dia. Half round R.C.C. pipe 1065 19.35.1 Deduct for not provide C.I. manhole cover with frame for item No. 19.9.1.1 & 19.9.1.2 19.35.2 Deduct for not provide C.I. manhole cover with frame for item No. 19.9.2.1 & 19.9.2.2 19.35.3 Deduct for not provide C.I. manhole cover with frame for item No. 19.9.3.1 & 19.9.3.2 1066 19.36 Providing & Fixing of Precast RCC drain cover of size 600x 450 x70mm (thickness) with 4 holes, manufactured by using M-30 grade of concrete reinforced with 8mm dia Tor Steel @100mm c/c both ways, manufactured by vibro compaction process using joint less FRP moulds, so at to achieve shuttering finish on five faces @top face will have broom finish etc complete. 1067 19.37 Providing & Fixing of Precast RCC drain cover of size 750x600 x70mm (thickness) with 6 holes, manufactured by using M-30 grade of concrete reinforced with 8mm dia Tor Steel @100mm c/c both ways, manufactured by vibro compaction process using joint less FRP moulds, so at to achieve shuttering finish on five faces @top face will have broom finish etc complete. 1068 19.38 Providing & Fixing of Precast RCC drain cover of size 900x450 x90mm (thickness) with 8 holes, manufactured by using M-30 grade of concrete reinforced with two layers of 8mm dia Tor Steel @100mm c/c both ways, manufactured by vibro compaction process using joint less FRP moulds, so at to achieve shuttering finish on five faces @ top face will have broom finish etc complete. 1069 19.39 Providing & Fixing of Precast RCC drain cover of size 1150x400 x100mm (thickness) with 10 holes, manufactured by using M-30 grade of concrete reinforced with two layers of 8mm dia Tor Steel @100mm c/c both ways, manufactured by vibro compaction process using joint less FRP moulds, so at to achieve shuttering finish on five faces @top face will have broom finish etc complete. 1070 19.40 Supplying and fixing of FRP/GRP composite manhole cover with frame of clear opening size 900X450mm rectangular having weight of (complete unit) (weight of frame 11.7 kg + weight of cover 43.76kg ± 10%) (HD/25MT) having load bearing capacity (Point load 25MT) as per testing code BSEN 124:1994. Having lifting arrangement should have an insertion of 5mm double sealed closed key hole and high strength plastic alloy/stainless steel socketed arrangement. 1071 19.41 Supplying and fixing of FRP/GRP composite manhole cover with frame of clear opening size 450X600mm rectangular having weight of (complete unit) (weight of frame 1.84kg + weight of cover 14.2kg ± 10%) (LD/2.5MT) having load bearing capacity (Point load 2.5MT) as per testing code BSEN 124:1994. having lifting arrangement should have an insertion of 5mm double sealed closed key hole and high strength plastic alloy/stainless steel socketed arrangement. 1072 19.42 Supplying and fixing of FRP/GRP composite manhole cover with frame of clear opening size 300X300mm (square) having weight of (complete unit) (weight of frame 1.12kg + weight of cover 4.1kg ± 10%) (LD/2.5MT) having load bearing capacity (Point load 2.5MT) as per testing code BSEN 124:1994. having lifting arrangement should have an insertion of 5mm double sealed closed key hole and high strength plastic alloy/stainless steel socketed arrangement. 1073 19.43 Supplying and fixing of FRP/GRP composite manhole cover with frame of clear opening size 600mm (round) having weight of (complete unit) (weight of frame 13.6kg + weight of cover 43.1kg + - 10%) (HD/25MT) having load bearing capacity (Point load 25MT) as per testing code BSEN 124:1994. having lifting arrangement should have an insertion of 5 mm double sealed closed key hole and high strength plastic alloy/stainless steel socketed arrangement 1074 19.44 Supplying and fixing of FRP/GRP composite manhole cover with frame of clear opening size 500mm (round) having weight of (complete unit) (weight of frame 11.2kg + weight of cover 41.78kg ± 10%) (HD/25MT) having load bearing capacity (Point load 25MT) as per testing code BSEN 124:1994. Having lifting arrangement should have an insertion of 5mm double sealed closed key hole and high strength plastic alloy/stainless steel socketed arrangement 1075 19.45 Deduct for not providing and installing FRP/GRP manhole cover size 19.45.1 900mmx450mm (weight of cover 43.76kg ± 10%) 19.45.2 450mmx600mm (weight of cover 14.2kg ± 10%) 19.45.3 300mmx300mm (weight of cover 4.1kg ± 10%) 19.45.4 600mm (weight of cover 41.78kg ± 10%) 19.45.5 500mm (weight of cover 43.1kg ± 10%) 1076 19.46 Providind, laying and jointing HDPE Double Wall corrugated (DWC) pipes (excavation to be paid seperately) 19.46.1 100 mm dia to 110 mm dia 19.46.2 150 mm dia to 160 mm dia 19.46.3 200 mm dia 19.46.4 250 mm dia 19.46.5 300 mm dia 1077 21.1 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, 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) : 21.1.1 For fixed portion. 21.1.1.1 Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC15) 21.1.1.2 Powder coated aluminium (minimum thickness of powder coating 50 micron) 21.1.1.3 Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) 21.1.2 For shutters of doors, windows and 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). 21.1.2.1 Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC15) 21.1.2.2 Powder coated aluminium (minimum thickness of powder coating 50 micron) 21.1.2.3 Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) 21.1.3 Deduct for not providing EDPM rubber/neoprene gasket all around. 1078 21.2 Providing and fixing 12mm thick Pre-laminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminium 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. 21.2.1 Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side. 21.2.2 Pre-laminated particle board with decorative lamination on both sides. 1079 21.3 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) : 21.3.1 With float glass panes of 4.0 mm thickness (weight not less than 10 kg/sqm) 21.3.2 With float glass panes of 5.0 mm thickness (weight not less than 12.50 kg/sqm ) 21.3.3 With float glass panes of 8 mm thickness (weight not less than 20 kg/sqm ). 1080 21.4 Add extra for providing and fixing froasted glass instead of float glass 21.4.1 With glass panes of 4.0 mm thickness (weight not less than 10 kg/sqm) 21.4.2 With glass panes of 5.0 mm thickness (weight not less than 12.50 kg/sqm ) 21.4.3 With glass panes of 8 mm thickness (weight not less than 20 kg/sqm ). 1081 21.5 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 : 21.5.1 With stainless steel cover plate - minimum 1.25 mm thickness 21.5.2 With brass cover plate - minimum 1.25 mm thickness. 1082 21.6 Providing and fixing powder coated aluminium work (minimum thickness of powder coating 50 micron) consisting of tee/ angle sections, of approved make conforming to IS : 733 in frames of false ceiling including aluminium angle cleats with necessary C.P. brass/ stainless steel sunk screws, aluminium perimeter angles fixed to wall with stainless steel rawl plugs @ 450 mm centre to centre and fixing the frame work to G.I. level adjusting hangers 6 mm dia. with necessary cadmium plated machine screws all complete as per approved architectural drawings and direction of the Engineer-in-charge (level adjusting hangers, ceiling cleats and expansion hold fasteners to be paid for separately). 1083 21.7 Providing and fixing 6 mm dia. G.I. level adjusting hangers (upto 1200mm length), fixed to roof slabs by means of ceiling cleats made out of G.I. flat 40x3mm size 60 mm long and stainless steel expandable dash fastener of 12.5 mm dia and 50 mm long, complete as per direction of Engineer -in-charge. 1084 21.8 Providing and fixing machine moulded aluminium covering of approved pattern and design, made out of machine cut aluminium sheet and machine holed for receiving dash fastener, over expansion joints on vertical surfaces/ceiling floors, the fixing on plate in one row on one side of joint only shall be done with stainless steel dash fasteners of 8 mm dia and 75 mm long bolt including providing aluminium washers 2 mm thick and 15 mm dia, at a staggered pitch of 200mm centre to centre including drilling holes in the receiving surface and providing expandable plastic sleeves in holes etc. complete as per direction of Engineer-in-Charge : 21.8.1 Anodised aluminium sheet 2.5mm thick (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) 21.8.2 Powder coated aluminium sheet 2.5mm thick (minimum thickness of powder coating 50 micron) 1085 21.9 Filling the gap in between aluminium frame and 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 complete. Upto 5 mm depth and 5 mm width 1086 21.10 Extra for applying additional anodic coating AC 25 instead of AC 15 to aluminium extruded sections. For fixed portion & for shutters of doors, windows and ventilators 1087 21.11 Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and partition etc. with 6 mm thick clear float glass both side having 12 mm air gap including providing EPDM gasket, perforated aluminium spacers, desiccants, sealant (Both primary and secondary sealant ) etc. as per specifications, drawings and direction of Engineer-in-Charge complete. 1088 21.12 Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm thick and length as required with SS screws etc complete as per direction of Engineer-in-Charge. 21.12.1 Anodized (AC 15 ) aluminium tubular handle bar 21.12.2 Powder coated minimum thickness 50 micron aluminium tubular handle bar. 21.12.3 Polyester powder coated minimum thickness 50 micron aluminium tubular handle bar. 1089 21.13 Providing and fixing Brass 100 mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete. 1090 21.14 Providing and fixing anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868. Minimum anodic coating of grade AC15) sub frame work for windows and ventilators with extruded built up standard tubular sections of approved make conforming to IS: 733 and IS: 1285, fixed with dash fastener of required dia and size (Dash fastener to be paid for separately). 1091 21.15 Providing and fixing aluminium casement windows fastener of required length for aluminium windows with necessary screws etc. complete. 21.15.1 Anodized (AC15) aluminium 21.15.2 Powder coated minimum thickness 50 micron aluminium. 21.15.3 Polyester powder coated minimum thickness 50 micron aluminium. 1092 21.16 Providing and fixing aluminium round shape handle of outer dia 100mm with SS screws etc. Complete as per direction of Engineer-in-Charge 21.16.1 Anodized (AC15 ) aluminium 21.16.2 Powder coated minimum thickness 50 micron aluminium 21.16.3 Polyester powder coated minimum thickness 50 micron aluminium. 1093 21.17 Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200mm 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. (Only weight of grill to be measured for payment). 1094 21.18 Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double action 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). 1095 21.19 Providing and fixing 50 micron thick reflective one way type heat /light control film to window/door glazing with complete accessories as per direction of Engineer-in-charge of approved brand and make. 1096 21.20 Providing and fixing 50 micron thick Frosted heat /light control film to window/door glazing with complete accessories as per direction of Engineer-in-charge of approved brand and make. 1097 21.21 Providing and fixing 25 micron thick Non reflective heat /light control film to window/door glazing with complete accessories as per direction of Engineer-in- charge of approved brand and make. 1098 21.22 Providing and fixing 12 mm thick toughened glass including all connectors and fixing accessories all complete for partitions, cubicals etc. As per direction of Engineer-in-Charge. 1099 21.24 Extra for froasted glass (with eching film) in item No. 21.22 1100 22.1 Providing and laying integral cement based treatment for water proofing on horizontal surface at all depth below ground level for under ground structures as directed by Engineer-in-Charge consisting of: (i)     Ist layer of 22mm to 25mm thick approved and specified rough stone slab over a 25mm thick base of cement mortar 1:3 (1 cement: 3 sand) mixed with water proofing compound conforming to IS: 2645 in the recommended proportion over the levelling course ( levelling course to be paid separately). Joints sealed and grouted with cement slurry mixed with water proofing compound. (ii)         2nd layer of 25mm thick cement mortar 1:3 (1 cement: 3 sand) mixed with water proofing compound in recommended proportions. (iii)        Finishing top with stone aggregate of 10mm to 12mm nominal size spreading @ 8 cudm/sqm thoroughly embedded in the 2nd layer. (with 5 years service guarantee) Using rough Kota stone. 1101 22.2 Providing and laying integral cement based treatment for water proofing on the vertical surface by fixing specified stone slab 22 mm to 25mm thick with cement slurry mixed with water proofing compound conforming to IS:2645 in recommended proportions with a gap of 20mm (minimum) between stone slabs and the receiving surfaces and filling the gaps with neat cement slurry mixed with water proofing compound and finishing the exterior of stone slab with cement mortar 1:3 (1 cement : 3 sand) 20 mm thick with neat cement punning mixed with water proofing compound in recommended proportion complete at all levels and as directed by Engineer-in-charge (with 5 years service guarantee) Using rough Kota stone. 1102 22.3 Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of : a)   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. b)   IInd course of 20mm cement plaster 1:3 (1 cement: 3 sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. c)    IIIrd course of applying blown or residual bitumen applied hot at 1.7 Kg. per sqm of area. d)      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.) (with 5 years service guarantee) 1103 22.4 Providing and Placing in position suitable PVC water stops conforming to IS:12200 for construction/ expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete (with 5 years service guarantee) 22.4.1 Serrated with central bulb (225mm wide, 8- 11mm thick). 22.4.2 Dumb bell with central bulb (180mm wide, 8mm thick). 22.4.3 Kickers (320mm wide, 5mm thick). 1104 22.5 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. 1105 22.6 Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying : a)     After surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. b)    Laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. c)   Third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30cm on parapet wall and tucked into groove in parapet all around. 1106 22.7 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 300mm height including cleaning the surface before treatment. b)  Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm size with 50% of cement mortar 1:5 (1 cement : 5 sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-Charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-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 2.75kg/ 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 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 3mm 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 5 years service guarantee) With average thickness of 120mm and minimum thickness at khurra as 65 mm. 1107 22.8 Providing and laying four courses water proofing treatment with bitumen felt over roofs consisting of first and third courses of blown bitumen 85/25 or 90/15 conforming to IS : 702 applied hot @ 1.45 Kg per square metre of area for each course, second course of roofing felt type 3 grade-I (hessian based self finished bitumen felt) and fourth and final course of stone grit 6mm and down size or pea-sized gravel spread at 6 cubic decimeter per square metre including preparation of surface but excluding grading complete with : (with five years service gurantee). Bitumen felt (hessian base) type 3 grade I conforming to IS: 1322. 1108 22.9 Providing and laying six courses water proofing treatment with bitumen felt over roofs consisting of first, third and fifth course of blown bitumen 85/25 or 90/15 conforming to IS : 702 applied hot @ 1.45, 1.20 and 1.45 Kg per square metre of area respectively, second and fourth courses of roofing felt type 3 grade I conforming to IS : 1322 (Hessian based self finished bitumen felt) conforming to IS : 1322 and sixth and final course of stone grit 6 mm and down size or pea sized gravel spread at 6 cubic dm per sqm including preparation of surface but excluding grading, complete. (With five years service gurantee). 1109 22.10 Providing and laying six courses water proofing treatment with bitumen felt over roofs consisting of first, third and fifth courses of blown or / and residual bitumen applied hot at 1.45, 1.20 and 1.70 kg per square metre of area respectively, second and fourth courses of roofing felt type 2 grade I (fibre base self finished bitumen felt) six and final courses of stone grit 6 mm and down size or pea sized gravel spread at 6cu.dm per sqm including preparation of surface, excluding grading, complete. (With five years service gurantee). 1110 22.11 Providing and laying six courses water proofing treatment with bitumen felt over roofs consisting of first, third and fifth courses of blow or/ and residual bitumen applied hot at 1.45, 1.20 and 1.70 kg per square metre of area respectively, second and fourth courses of roofing felt type 2 grade II (glass fibre base self finished bitumen felt) and sixth and final course of stone grit 6 mm and down size or pea sized gravel spread at 6 cubic dm per sqm including preparation of surface but excluding grading, complete. (With five years service gurantee) 1111 22.12 Deduct for omitting in water proofing treatment final course of spreading stone grit 6mm down size or pea sized gravel at 6 cudm per sqm. 1112 22.13 Supplying and applying bituminous solution primer on roof and or wall surface at 0.24 litre per sqm. 1113 22.14 Grading roof for receiving water proofing treatment with 22.14.1 Cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) 22.14.2 Cement mortar 1:3 (1 cement : 3 sand) 22.14.3 Cement mortar 1:4 (1cement : 4 sand) 1114 22.15 Providing and laying insitu six course water proofing treatment with APP (Atactic poly- propylene) modified Polymeric membrane over roof consisting of first coat of bitumen primer @ 0.40Kg per sqm,conforming to IS : 702, 3rd and 5th layers of roofing membrane APP modified Polymeric membrane 1.5mm thick of 2.25 Kg/sqm weight consisting of five layers prefabricated with centre core as 20micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron HMHDPE film. (with 5 years service guarantee) 1115 22.16 Providing and laying in situ four course water proofing treatment with APP (Atactic Polypropylene) modified Polymeric membrane over roof consisting of first coat of bitumen primer @ 0.40Kg per sqm, conforming to IS : 702, 3rd layer of roofing membrane APP modified Polymeric membrane 2.0mm thick of 3.00 Kg/sqm weight consisting of five layers prefabricated with centre core as 100micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20micron HMHDPE film. (with 5 years service guarantee). 1116 22.17 Providing and laying in situ six course water proofing treatment with APP (Atactic Polypropylene) modified Polymeric membrane over roof consisting of first coat of bitumen primer @ 0.40Kg per sqm, conforming to IS : 702, 3rd and 5th layers of roofing membrane APP modified Polymeric membrane 2.0mm thick of 3.00 Kg/sqm weight consisting of five layers prefabricated with centre core as 100 micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20micron HMHDPE film. (with five years service gurantee). 1117 22.18 Providing and fixing APP (Atactic Polypropylene Polymer) modified prefabricated five layer 2mm thick water proofing membrane for corrugated roof sheets, black finished reinforced with glass fibre matt consisting in longitudinal and transverse direction at 23°C as 350/300 N/ 5cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacture of membrane. (With five years service gurantee). 1118 22.19 Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer, 3mm thick water proofing membrane, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer of the membrane shall be as under:Joint strength in longitudinal and transverse direction at 23°C as 350/300 N/5cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane : (with 5 years service guarantee) 1119 22.20 Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 ltr/sqm. by the same membrane manufacture of density at 23°C as 650/450N/5cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane: (with 5 years service guarantee). 1120 22.21 Extra for covering top of membrane with Geotextile, 120gsm non woven, 100% polyester of thickness 1 to 1.25mm bonded to the membrane with intermittent touch by heating the membrane by Butane Torch as per manufactures recommendation. [for item No. 22.18 to 22.20] 1121 22.22 Water proofing treatment over Roof, Wall, Chajjas,, Balcony with fibre glass mesh and Sealer coat at leakage/ seepage area consisting of (i)   Surface preparation roughening of surface, opening cracks in ‘V’ groove in size of 5mmX10mm (WXD), filling of cracks with putty with laying fiber glass mesh, Cleaning of surface by scrubbing with steel wire/Nylon brush. Removing all dust particles and washing with adequate water to clean completely. (ii)     Providing and applying 1st coat of fibre glass mesh (minimum thicknes 70-80 micron) and two component flexible waterproof and protective modified mortar, dry powder 80% chemical 20% acrylic resin having 30% solid contents) with mix proportion of part 1 and 2 with proper mixing with laying of fiber glass mesh (of weaving size of 10X10 yarn/inch duly coated with alkaline resistant polymer). Allow the coating to air cure for minimum 2 Hrs. After two hours of 1st coat applying 2nd coat (minimum thickness 100 micron) of fibre glass mesh of with mix proporation of part 1 and 2 with proper mixing. Allow the coating to air cure for minimum 2 hrs. Consumption of two component should be acrylic resin @17.90 kg for 10 sqm area or as per manufacture instructions. (After two coats of diamond shield, surface is to be cured properly minimum for 4 hrs. before application of third coat). (iii) Providing and applying 1st coat of sealer coat 50-60 micron (single component Hight build elastomeric, fixable pure acrylic waterproofing membrane having solid content of 65%) and allow it to air cure for 4Hrs. minimum. After two hours minimum of 1st coat applying 2nd and finals coat 120-140 micron of sealer coat and allow it to air cure for 4 Hrs mimimum. Consumption of Sealer coat should be @ 5.40 kg per 10 sqm area. (iv) The treated area should be cure with water for 48 hrs. by flooding the surface. (v) The final appearance of the coating will be milky white. All above operations to be done in order.(five years guarantee) 1122 22.23 Providing water proofing treatment over Roof, Wall, Chhajjas, Balcony with Rubberized elastomeric cold applied liquid waterproofing membrane blend of special resin and rubber with more than 1300% elongation (confirming ASTM-D2370-98), at leakage/seepage area consisting of the following operation. (i)Removal of damaged waterproofing treatment if any like bituminous membrane / plaster/ brick bat koba/screeding etc. (ii) Surface preparation: Roughening of surface by scrubbing with steel wire/ Nylon brush/ Removing all dust particles and washing with adequate water to clean completely, opening of cracks in V groove in size of 5mm x 10m (WxD), filling of cracks with elastomeric creak filler/PU sealent repair of potholes and holor making on roof surface by polymer mortar with adding SBR bonding agent. (iii) Providing and applying 1st coating of rubberized elastomeric liquid membrane as primer (ratio 1:2 1 part liquid membrane and 2 part water) by brush/ Roller/ Spray having minimum thickness of 70-80 micron. Allow the coating to set in natural air for minimum 2 hrs, then put reinforcement by laying 45gsm fibre glass mesh and applying 2nd coat of rubberized elastomeric liquid membrane (Ratio: 1 part membrane and 20% water) with minimum thickness 100-120 micron. Allow the coating to set in natural air for minimum 12 hrs. (iv) Providing and applying 3rd coat of rubberized elastomeric liquid membrane (Ratio: 1 part membrane and 10% water). Total DFT (Dry film thickness) thickness after 3rd coat must be 280-300 micron and consumption in three coats @ 6.5kg for 10sqm. (v) Providing and applying 4th and 5th coat of High quality waterproof membrane in white colour, single component special synthetic resin based flexible thixotropic white color coating with excellent UV resistance (SRI - 144) with more than 300% elongation (confirming ASTM D 412-98) in ratio: 1 part membrane and 10% water thickness of 200 micron DFT in two coats, with average consumption @ 5kg per 10 sqm. After application of fourth coat let it air dry for minimum 3 hrs before application of fifth coat. (vi) The treated area must be tested for water leakage/seepage by flooding with water for 48 hrs (vii) Application of membrane coating shall be got done by authorized applicator of manufacturer. (viii) 5 years of service guarantee to be provided.All above operations to be done in order as per direction on Engineer-in-Charge. 1123 22.24 Supplying and applying fibre reinforced, UV resistant elastomeric liquid applied waterproofing & Heat reflective coating coating with PU Hybrid polymers & acrylic fibers. The coating shall resist 10 bars of water pressure as per DIN 1048 standards, with elongation of 350% as per ASTM D412 & crack bridging of upto 2.5mm conforming to ASNZ standard. The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as recommended by the manufacturer’s specification and as per the direction of Engineer-in-Charge. 1124 22.25 Supplying and applying two component elastomeric acrylic polymer modified cementitious waterproofing coating, having 80% elongation as per ASTM D412, resisting 5 bars hyrostatic pressure as per DIN 1048, reduction to rapid chloride shall be 70 as per DIN 1048, crack bridging upto 1.2mm as per ASTM 4548.5. The coating shall have food grade certificate from laboratories like CFTRI. The mixing ratio of the coating shall be 2 parts of powder & 1 part of liquid without any water addition in the mixing, etc., complete as per manufacturers specifications and as per direction of Engineer-in-Charge. 1125 22.26 Providing and applying UV Stable polyurethane liquid water proofing membrane having Sun Reflectivity Index (SRI) of 106 on top of concrete roof / Retainning wall / Old layer of bituminous surfaces / Polyurethane foam and metal surfaces in three or more coats @20kg/ 10 sqm consisting of a coat of two component epoxy primer in ratio of 1:3(one part of resin and 3 parts of hardner) at a consumption of 2kg/10sqm. the vital physical and chemical parameters shall be as under : Min Elongation at break of 600% as per ASTM D412 and tensile strength of 3.0 N/mm2 as per ASTM D412. The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as recommended by the manufacturer’s specification and direction of Engineer-in-Charge. 1126 22.27 Supplying & installing waterproofing treatment by using 1.2 mm thick HDPE membrane before casting of the base RCC slab. The pre-applied membrane gets bonded to the underneath of the poured concrete used as base slab. The membrane shall consist of a thick HDPE film, a highly aggressive pressure sensitive adhesive and weather resisting coating which bonds integrally to poured concrete of base slab. The membrane shall conforms to basement waterproofing protection to grades 2, 3 & 4 as defined in BS 8102:2009. The waterproofing membrane shall have following minimum properties: a)    Resist hydrostatic pressure of up to 70 m head of water as per ASTM D5385; b)      Puncture Resistance of 950 N (as per ASTM E154) c)      Elongation of >400 % (as per ASTM D412) d)    Peel Strength of concrete: >1500 N/m (as per ASTM D903) e)      Tensile strength of 28.2 MPA (as per ASTM D412). 1127 22.28 Providing and applying 2.0 mm thick twin colour flexible PVC waterproofing membrane. Flexibility under low temperatures as per EN 495-5 should be < - 20degC. On all horizontal surfaces Geotextile 300 Gsm to be laid over PCC, than laying PVC membrane over Geotextile and to be sealed with hot air welding method at all joints and over PVC membrane provide 300 Gsm Geotextile Then protection screed of suitable thickness. On all vertical surfaces Geotextile 300 Gsm to be laid along with Vertical wall, than laying PVC membrane over Geotextile and to be sealed with hot air welding method at all joints and over PVC membrane providing protection layer of Drain Board HDPE Dimple sheet before back filling of soil. 1128 22.29 Providing and applying waterproofing & Heat reflecting roof coating with 100% acrylic elastomeric polymers. Contains 30% Volume solid, tensile strength 8 kg/cm², crack bridging, VOC 30 ± 5 gm/ltr upto 2 mm. then applying two coats with forced coverage of 20 sqft/ltr/two coats. The operation shall be carried out after scrapping & propely clening the surface to remove loose particles with wire brush/Jet washer. Apply 1 coat @1 ltr/10 sqm & 3 undiluted coats @ 8 ltr/10 sqm with 4 hrs interval of each coat.The work shall be carried out as recommended by the manufacturer’s specification & the direction of the Engineer- in-Charge. 1129 22.30 Providing & applying crack fill paste for crack filling up to 5 mm cracks.Widen the crack by putty knife in V/U shape & apply 1st priming coat of crack fill paste diluted with water in 1:1 proportion over the crack by brush. Apply 2nd coat with filling of crack fill paste when the surface is tacky but not dried completely with putty knife & spatula.After 4 hours of application 2nd coat apply 3rd coat of Crack fill paste. The work shall be carried out as recommended by the manufacturer’s specification & the direction of the Engineer-in-Charge 1130 22.31 Providing & applying single pack component, solvent-free, cold applied, Polyurethane modified, elastomeric liquid applied waterproofing membrane- PU coat with excellent UV resistant capacity, The material shall meet the requirement as specified in ASTM D2370-98 of elongation at break of film>350% with geotextile fleece =50% approx.The work shall be carried out as recommended by the manufacturer’s specification & the direction of the Engineer- in-Charge. The product performance shall carry guaranteed for 5 year against any leakage. 22.31.1 For Horizontal surface (with Geotextile fleece) two coats without dilution & 1 Self priming coat- 50% dilution with water @ 10 kg/m2 22.31.2 For Horizontal surface (without Geotextile fleece) two coats without dilution & 1 Self priming coat- 50% dilution with water @ 10 kg/m2 1131 22.32 Providing and mixing integral crystalline admixture for water proofing treatment to RCC structures like basement raft, retaining walls, reservior, sewage & water treatment plant, tunnels / subway and Compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure. The crystalline admixture shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the Engineer-in-Charge. The product performance shall carry guarantee for 10 years against any leakage. 1132 22.33 Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on positive side. The crystalline slurry shall be capable of self- healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. 22.33.1 For vertical surface two coats @ 0.70 kg per sqm 22.33.2 For horizontal surface one coat @1.10 kg per sqm. 1133 22.34 Providing and applying integral crystalline (dry shake) of hydrophilic in nature for waterproofing treatment to the RCC structures like basement raft, foundation slab, sewage & water treatment plant slab, warehouses floor, parking structures and water tank base slab etc. crystalline dryshake shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the Engineer-in-charge. The product Performance shall carry guarantee for 10 years against any leakage. 1134 22.35 Providing and applying crystalline mortar by mixing in the ratio of 4.5 : 1 (4.5 parts crystalline mortar : 1 part water) for the treatment of faulty construction joints, cracks, tie rod holes and spalled & honeycombed surface of RCC underground structures like basement, water tanks, bridge deck etc. to ensure water tightness. The crystallie mortar shall conform to the EN 1504-3 having compressive strength Class R4 > 45 MPa and adhesive bond strength Class R3 > 1.5 MPa. The work shall be carried out all complete as per specification and the direction of the Engineer-In-Charge.The product performance shall carry guarantee for 10 years against any leakage. 22.35.1 For sealing cracks and faulty construction joints, routed out/making U-shape groove size 25x25mm and then primed the area with integral crystalline slurry @0.05kg/ running metre and while the surface is tacky filled the groove upto surface with crystalline mortar @1.50kg/ running metre. Once crystalline mortar is touch dry then finally applied two coats of integral crystalline slurry @0.05kg/running metre per coat. 22.35.2 For patching of tie rod holes, prepared tie rod hole surface and then primed the area with integral crystalline slurry @ 0.070 kg/sqm and while the surface is tacky repair and then filled the tie rod holes with crystalline mortar @ 0.040 kg per hole. The crystalline mortar should be tightly rodded into tie rod holes or packed tightly (For 25x25x25 mm tie rod hole, use 0.040 kg to fill the hole) 1135 22.36 Providing and applying of swellable type water stop tape, 19mm x 25mm thick in linear meter (expansive nature) for construction joints treatment of RCC structure such as raft slab, retaining walls, water storage tank and at the junctions of raft slab with the retaining walls etc. After cleaning the surface, one coat of required primer for swellable water stop tape shall be applied throughout the length of the joint @3.78 litre per 240 running meter. Over the primed surface swellable type water stop tape shall be placed. The work shall be carried out all complete as per specification and the direction of the Engineer-In-Charge. The product performance shall carry guarantee for 10 years against any leakage. 1136 22.37 Providing and applying waterproofing treatment in bathroom or tiled balcony area without breaking or removing tiles, by using waterproofing sheets as per manufacturers data sheet instructions. Permitting use of bathroom/balcony after 24 hours of application of treatement, Complete with materials and labour and gurantee of leakage for a period of 5 year. 1137 23.11 Providing and fixing 2 mm thick homogeneous conductive PVC (Poly Vinyl Flooring) EN (European Standard), total weight is 3250 g/m2, approx. PUR (Polyurethane Reinforced ), abrasion group P: ≤2.00 mm, residual indentation approx. 0.03 mm, anti-bacterial and fungal resistance, castor wheel test qualified, dimensional Phthalate free, directional in design.The floor finish should be termite free at the room perimeter passing over a concealed cove forming and continuing up on the wall upto 100mm.Recommended to use in area like ICU , Post operative, Recovery rooms, OPD, Patient rooms, Corridors ,passages etc. 1138 23.12 Providing and fixing permanently static dissipative pressed homogeneous conductive PVC ( Poly Vinyl Flooring) EN (European Standard), anti static, wear layer thickness is 2mm (EN429), vinyl flooring having carbon backing with total weight 3000 g/m2 ESD approved, restorable properties, available in rolls. 100% recyclable (eco - freindly). Low VOC emission after 28days of installation (lower than ≤100μg/m3), Phthalate free non-directional in Design. Recommended to use in area like Operation theater, ICU, Server room, etc. 1139 23.13 Providing and fixing 0.92mm thick hetrogeneous compact PVC (Poly Vinyl Wall Covering) for Interior wall area, with wear layer thickness 0.12mm of PVC, EN(European Standard) total weight is 1500 g/m2, approx PUR (Polyurethane Reinforced), good resistance to chemical and fire, doesn’t favour in growth of fungi and bacterial, 100% recyclable (eco-freindly), low VOC emissions after 28 days of installation (lower than ≤10μg/m3), phthalate free, directional in design, The wall finish should termite free at the room perimeter. Recommended to use in area like OT,ICU, Corridors, Patient Room etc. 1140 23.14 Providing and fixing 1.3mm thick homogeneous PVC (Poly Vinyl Wall Covering) for interior area with wear layer thickness 1.3 mm of PVC, EN (European Standard) total weight is 2100 g/m2,approx. PUR (Polyurethane Reinforced), good resistant to chemical and fire, doesn’t favour in growth of fungi and bacterial, 100% recyclable (eco-freindly), low VOC emissions after 28days of installation (lower than ≤10μg/m3), phthalate free, directional in design.The wall finish should termite free at the room. Recommended to use in area like OT.ICU,Corridors, Passages , Patient Room Etc 1141 23.15 Supply and installation of 2mm thick homogeneous vinyl flooring, Highest abrasion wear rating Group T (EN660), binder content exceeds 55% of the flooring composition, no waste technology, consisting of PVC resin, plasticizers and stabilizers, type I. flooring ( (EN ISO 23997) max 0.4%, Abrasion group (MSZ EN 660-1) T, Fire resistance EN 13501-1 BF1-s1, Slip resistance DIN 51130 R9, EN 13893 DS, electrical resistance EN 1815 <2 kv, Chemical resistance EN ISO 26987, Castor chair resistance EN ISO 4918, Hygenie Bacterial resistant, Seaming method - hot welding, finishing complete . Recommended to use in area like Operation theater, ICU, Server room, etc. 1142 24.8 Supplying and installation of moisture resistant/fire resistant 6 mm thick Heavy duty fiber cement board (High pressure steam cured) conforming to IS 14862:2000 of category III type B as per standard sizes fixed with self- drilling / taping screws. Screws shall be of counter sunk rib head of 1.60mm to 4 mm thick of 8 to 10 gauge of length varying from 25 to 45 mm. 1143 24.9 Providing and fixing thermal insulation with Resin Bonded glass wool conforming to IS: 8183, having density 48 kg/m3. 50 mm thick, wrapped in 200 G Virgin Polythene Bags fixed to wall with screw, rawl plug and washers and held and in position by crisscrossing GI wire etc. complete as per directions of Engineer-in-Charge. 24.9.1 Providing and fixing insulation with resin bonded Glass wool 24.9.2 Providing and fixing insulation with resin bonded Rock wool 1144 24.11 Providing and fixing precoatedgalvanised 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 gsmlength 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 55mm) 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. 1145 24.12 Providing and fixing precoatedgalvanised steel sheet roofing accessories 0.50 mm + 0.05 % total coated thickness, Zinc coating 120gsm 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 : 24.12.1 Ridges plain (500 - 600mm). 24.12.2 Flashings/ Aprons.( Upto 600 mm) 24.12.3 North light curves. 24.12.4 Barge board (Upto 300 mm). 24.12.5 Crimp curve 24.12.6 Gutter. (600 mm over all girth). 1146 25.1 Providing and fixing white vitreous china Anti germ Fluoro-Polymer Coated Water closet squatting pan with 100 mm sand cast Iron P and S- trap, and 7.2 liter Low level, dual flush, PP (Poly Propylene) made open slim wall hung cistern capacity 3 liter/6 liter flushing, with all fittings and fixtures complete including cutting and making good the wall and floors wherever required. 25.1.1 White Vitreous china Anti germ Fluoro-Polymer coated Orissa Pattern W. C. Pan of Size 440x575x250 mm With integral foot rests. (Premium Range) 25.1.2 White Vitreous china Anti germ Fluoro-Polymer coated Orissa pattern W. C. pan of size 410x515x255 mm with integral foot rests. (Premium Range) 1147 25.2 Providing and fixing white vitreous china pedestal type Anti germ Fluoro-Polymer Coated Water Closet with soft closing seat cover, and 7.2 litre Low level slim dual flushing, PP (Poly Propeline) made 80 mm thick concealed flushing cistern, flushing capacity 3 litre/6 litre, with all fittings and fixtures complete including cutting and making good the wall and floors wherever required. 25.2.1 Anti-germ Fluoro-Polymer Coated (nano coating) European W. C. pan size 360x545x395 mm with solid poly propelyne made soft closing seat cover (Premium Range) 25.2.2 Anti-germ Fluoro-Polymer Coated Water Closet European type W. C. pan size 360x545x395 mm with solid poly propelyne made soft closing seat cover (Premium Range) 1148 25.3 Providing and fixing white vitreous china European Wall hung Anti germ Fluoro-Polymer Coated water closet of approved shape with soft closing seat cover, and 7.2 litre Low level slim dual flushing, PP (Poly Propylene) made 80 mm thick concealed flushing cistern, flushing capacity 3 litre/6 litre, with all fittings and fixtures complete including cutting and making good the wall and floors wherever required. 25.3.1 Anti germ Fluoro-Polymer Coated (Nano coating) Wall hung water closet Size 380x520x375 mm with solid poly propelyne made soft closing seat cover (Premium Range) 25.3.2 Anti germ Fluoro-Polymer Coated (Nano coating) Wall hung water closet size 390x570x365 mm with solid poly propelyne made, soft closing seat cover (Premium Range) 25.3.3 Anti germ Fluoro-Polymer Coated (Nano coating) Wall hung water closet size 360 x 500x360 mm with solid poly propelyne made, soft closing seat cover (Premium Range) 25.3.4 Anti germ Fluoro-Polymer Coated (Nano coating) Wall hung water closet size 360x500x330 mm or greater size with solid poly propelyne made, soft closing seat cover (Premium Range) 1149 25.4 Providing and fixing white vitreous china Anti germ fluoro-polymer coated couple water closet flushing capacity 3 and 6 litre of approved shape with 15mm quarter turn angular stop cock and pvc connection pipe i/c cutting and making good the wall and floors wherever required with all fittings and fixtures etc. complete . 25.4.1 Anti germ Fluoro-Polymer Coated couple water closet Size 420x710x810 mm with solid poly propelyne made soft closing seat cover. (Premium Range) 25.4.2 Anti germ Fluoro-Polymer Coated couple water closet Size 380x610x805 mm with solid poly propelyne made soft closing seat cover. (Premium Range) 25.4.3 Anti germ Fluoro-Polymer Coated couple water closet Size 370 x 640 x 760mm with solid poly propelyne made soft closing seat cover. (Premium Range) 25.4.4 Anti germ Fluoro-Polymer Coated couple water closet Size 375 x 650 x 800 mm with solid poly propelyne made soft closing seat cover. (Premium Range) 1150 25.5 Providing and fixing white vitreous china Anti germ fluoro-polymer coated single piece W.C. dual flushing capacity 3 and 6 litre of approved shape with 15mm quarter turn angular stop cock and pvc connection pipe i/c cutting and making good the wall and floors wherever required all fittings and fixtures etc. complete. 25.5.1 Anti germ Fluoro-Polymer Coated Single Piece W.C. Pan Size 370x695x795 mm with solid poly propelyne made soft closing seat cover.(Premium Range) 25.5.2 Anti germ Fluoro-Polymer Coated Single Piece W.C. Pan Size 395x710x730 mm with solid poly propelyne made soft closing seat cover.(Premium Range) 25.5.3 Anti germ Fluoro-Polymer Coated Single Piece W.C. Pan Size 385 x 720 x 710mm with solid poly propelyne made soft closing seat cover.(Premium Range) 25.5.4 Anti germ Fluoro-Polymer Coated Single Piece W.C. Pan Size 360 x 640 x 685 mm with solid poly propelyne made soft closing seat cover.(Premium Range) 1151 25.6 Providing and fixing white vitreous china made Anti germ fluoro-polymer coated extended wall hung type couple closet along with dual flushing cistern flushing capacity 3 & 6 litre approved shape with 15mm quarter turn angular stop cock and pvc connection pipe i/c cutting and making good the wall and floors wherever required all fittings and fixtures etc. complete. 25.6.1 Anti germ Fluoro-Polymer Coated extended wall hung type couple closet Size 760X360X635mm with solid poly propelyne made soft closing seat cover (Premium Range) 25.6.2 Providing and fixing white vitreous china made Anti germ fluoro-polymer coated extended wall hung type couple closet Size 380x650x730 mm along with dual flushing cistern flushing capacity 3 & 6 litre. (Premium Range) 1152 25.7 Providing and fixing white vitreous china type Anti germ Fluoro-Polymer Coated Wash Basin with C.I. Brackets, 15 mm C. P. wall mounted pressmatic pillar cock auto closing system (decol technology), 15mm quarter turn angular stop cock, 32 mm C.P. brass made waste coupling length 130mm and 32 mm C.P. Brass Made Bottle Trap size 200x300mm fittings and fixtures complete including Painting of fittings and cutting and making good the wall and floors wherever required. 25.7.1 White Vetrious China Anti germ Fluoro-Polymer Coated Wash Basin Size 595x435x185 mm with basin mounted pressmatic pillar cock auto closing system (decol technology). (Premium Range) 1153 25.8 Providing and fixing white vitreous china type Anti germ fluoro-polymer coated counter top wash basin with 15 mm C. P. wall mounted pressmatic Pillar cock auto closing system (decol technology), 32 mm C.P. brass waste coupling length 130mm and 32 mm C.P. brass bottle trap size 200x300mm i/c cutting and making good the wall and floors wherever required all fittings and fixtures etc. complete. 25.8.1 White Vetrious China Anti germ Fluoro-Polymer Coated Wash Basin Size 570x820x195 mm with wall mounted pressmatic pillar cock auto closing system (decol technology). (Premium Range) 25.8.2 Providing and fixing white vitreous china type Anti germ fluoro-polymer coated counter top wash basin Size 570x820x195 mm with 15 mm C. P. wall mounted pressmatic Pillar cock auto closing system (decol technology). (Premium Range) 1154 25.9 Providing and fixing white vitreous china type Anti germ fluoro-polymer coated counter top wash basin with 15 mm C. P. wall mounted single lever concealed basin mixture, (cartridge size 32 mm) 32 mm C. P. brass waste coupling length 130mm and 32 mm C. P. brass bottle trap size 200x300mm i/c cutting and making good the wall and floors wherever required, all fittings and fixtures etc. complete. (Premium Range) 25.9.1 White Vetrious China Anti germ Fluoro-Polymer Coated Wash Basin Size 615x415x150mm with wall mounted single lever concealed basin mixture (cartridge size 32mm.) (Premium Range) 25.9.2 Providing and fixing white vitreous china type Anti germ fluoro-polymer coated counter top wash basin Size 600x400x185 mm with 15 mm C. P. wall mounted single lever concealed basin mixture. (Premium Range) 1155 25.10 Providing and fixing white vitreous china type Anti germ Fluoro-Polymer Coated Wash Basin with 15 mm Table mounted single lever Tall boy basin mixture, (cartridge size 32 mm) 15mm quarter turn angular stop cock, 32 mm C. P. brass made waste coupling length 130mm and 32 mm C.P. Brass Made Bottle Trap size 200x300mm fittings and fixtures complete including Painting of fittings and cutting and making good the wall and floors wherever required. 25.10.1 White Vetrious China Anti germ Fluoro-Polymer Coated Wash Basin Size 595x435x185 mm with Table mounted single lever Tall boy basin mixture, (cartridge size 32mm.) (Premium Range) 25.10.2 White vitreous china type Anti germ fluoro- polymer coated counter top wash basin Size 530x420x140 mm with tall boy basin mixture, (cartridge size 32 mm). (Premium Range) 1156 25.11 Providing and fixing white vitreous china flat back Anti germ fluoro-polymer coated urinal (Inbuilt spreaders, bottle trap and ceramic waste coupling) with 15mm brass pressmatic auto closing concealed urinal flush valve with wall flange (decol technology, 400000 operation warranted) i/c cutting and making good the wall and floors wherever required, all fittings and fixtures etc. complete . 25.11.1 White Vitreous China Anti germ Fluoro-Polymer Coated Urinal Size 340x325x650 mm. (Premium Range) 25.11.2 White Vitreous China Anti germ Fluoro-Polymer Coated Urinal Size 475x315x715 mm. (Premium Range) 25.11.3 White Vitreous China Anti germ Fluoro-Polymer Coated Urinal Size 385x325x635 mm. (Premium Range) 1157 25.12 Providing and fixing white vitreous china Flat Back Anti germ Fluoro-Polymer Coated urinal (Inbuilt spreaders, Inbuilt Bottle trap and inbuilt ceramic Waste coupling)with sensotronic concealed type flushing valve for urinal complete set with installation box with control cock complete including painting of fittings and brackets, cutting and making good the wall and floors wherever required . 25.12.1 White Vetrious China Anti germ Fluoro-Polymer Coated Urinal Size 340x325x650 mm with sensotronic concealed type flushing valve for urinal complete set with installation box with control cock. (Premium Range) 25.12.2 White Vetrious China Anti germ Fluoro-Polymer Coated Urinal size 385x325x635 mm with concealed sensotronic flushing valve for urinal complete set with installation box, (Premium Range) 1158 25.13 Providing and fixing white vitreous china Flat Back Anti germ Fluoro-Polymer Coated Urinal (Inbuilt spreaders, Inbuilt Bottle trap and inbuilt ceramic Waste coupling) with 15mm Brass made pressmatic (Decol technology, 400000 operation warranted) concealed flushing Stop cock complete including painting of fittings and brackets, cutting and making good the wall and floors wherever required . 25.13.1 White Vetrious China Anti germ Fluoro-Polymer Coated Urinal Size 480x300x740 mm with 15mm Brass made pressmatic auto closing concealed urinal flush valve with wall flange (Decol technology, 400000 operation warranted). (Premium Range) 1159 25.14 Providing and fixing white vitreous china Flat Back Anti germ Fluoro-Polymer Coated Urinal (Inbuilt spreaders, Inbuilt Bottle trap and inbuilt ceramic Waste coupling)with sensor complete including painting of fittings and brackets, cutting and making good the wall and floors wherever required. 25.14.1 White Vetrious China made Flat Back Anti germ Fluoro-Polymer Coated Urinal (Inbuilt spreaders, Inbuilt Bottle trap and inbuilt ceramic Waste coupling) Size 340x325x650 mm with sensor (Premium Range) 25.14.2 Providing and fixing white vitreous china flat back Anti germ fluoro-polymer coated Urinal size 7475x315x715 mm (Inbuilt spreaders, bottle trap and ceramic waste coupling) with inbuilt sensor for flushing. (Premium Range) 1160 25.15 Providing & Fixing 8mm thick froasted Urinal glass partition size 900x450mm brass made bracket with chrome plating. (Premium Range) 1161 25.16 Providing & Fixing 8mm thick froasted Urinal glass partition size height 900 mm top width 450mm and bottom width 300mm brass made bracket with chrome plating. (Premium Range) 1162 25.17 Providing & Fixing plain bath tub of size 180x80x47cm body made of PMMA (Poly Methyl metha acrylate) with 20mm wooden reinforcement. (Premium Range) 1163 25.18 Providing and fixing in position best Indian ( bonut size 24mm, ceramic disc size 19mm and min. body thickness 2mm, nickel plating 0.10 micron and chrome plating 0.3 micron, quarter turn) Pillar cock. (Premium Range) 1164 25.19 Providing and fixing in position best Indian ( bonut size 24mm, ceramic disc size 19mm and min. body thickness 2mm, nickel plating 0.10 micron and chrome plating 0.3 micron, quarter turn)Bib cock. (Premium Range) 1165 25.20 Providing and fixing in position best Indian ( bonut size 24mm, ceramic disc size 19mm and min. body thickness 2mm, nickel plating. 10 micron and chrome plating 0.3 micron, quarter turn) Angular stop cock. (Premium Range) 1166 25.21 Providing and fixing in position best Indian (bonut size 24mm, ceramic disc size 19mm and min. body thickness 2mm, nickel plating 0.10 micron and chrome plating 0.3 micron, quarter turn) Concealed stop cock. (Premium Range) 1167 25.22 Providing and fixing in position best Indian ( bonut size 24mm, ceramic disc size 19mm and min. nickel plating 0.10 micron and chrome plating 0.3 micron, quarter turn) Wall Mixer with 115mm bend. (Premium Range) 1168 25.23 Providing and fixing in position best Indian ( bonut size 24mm, ceramic disc size 19mm, nickel plating 0.10 micron and chrome plating 0.3 micron, quarter turn) 3-in1 Wall Mixer .(Premium Range Sanitary Ware) 1169 25.24 Providing and fixing in position best Indian C. P. brass made quarter turn (Ceramic disc Size 25mm) Flush Cock for Indian W. C. (Orissa Pan). (Premium Range) 1170 25.25 Providing and fixing in position best Indian single Lever Auto Mixing Wall Mixer (Cartridge Size 40mm, nickel plating 0.10 micron and chrome plating 0.3 micron) for Shower area use only. (Premium Range) 1171 25.26 Providing and fixing in position best Indian single Lever Auto mixing Basin Mixer (Cartridge Size 32mm, nickel plating 0.10 micron and chrome plating 0.3 micron) For Wash Basin area use only. (Premium Range) 1172 25.27 Providing and fixing in position best Indian single Lever Auto Mixing Diverter (Cartridge Size 47mm, nickel plating 0.10 micron and chrome plating 0.3 micron) for Shower area use only. (Premium Range) 1173 25.28 Providing and fixing in position best Indian C. P. brass made Spout (nickel plating 0.10 micron and chrome plating 0.3 micron). (Premium Range) 1174 25.29 Providing and fixing in position best Indian C. P. brass made Shower Arm Length 300mm (nickel plating 0.10 micron and chrome plating 0.3 micron). (Premium Range) 1175 25.30 Providing and fixing in position best Indian C. P. brass made Shower Arm Length 450mm (nickel plating 0.10 micron and chrome plating 0.3 micron).(Premium Range Sanitary Ware) 1176 25.31 Providing and fixing in position best Indian C. P. brass made Shower Arm Length 600mm (nickel plating 0.10 micron and chrome plating 0.3 micron) .(Premium Range Sanitary Ware) 1177 25.32 Providing and fixing in position best Indian shower rose 300x300mm square body and face chrome plated, brass made body, Silicon based Rubbit cleaning nozzles.(Premium Range Sanitary Ware) 1178 25.33 Providing and fixing in position best Indian shower rose 150mm dia, body and face chrome plated, brass made body, Silicon based Rubbit cleaning nozzles.(Premium Range) 1179 25.34 Providing and fixing in position best Indian shower rose 200mm dia body and face chrome plated, brass made body, Silicon based Rubbit cleaning nozzles .(Premium Range) 1180 25.35 Providing and fixing in position best Indian shower rose 240mm body and face chrome plated, brass made body, Silicon based Rubbit cleaning nozzles.(Premium Range) 1181 25.36 Providing and fixing in position best Indian (bonut size 24mm, ceramic disc size 19mm and min. body thickness 2mm, nickel plating 0.10 micron and chrome plating 0.3 micron, quarter turn) 2- way Bib Cock .(Premium Range) 1182 25.37 Providing and fixing in position best Indian Health Faucet with 8mm dia 1.20 meter long Flexible Tube and wall bracket with N. R. V. (non-return wall).(Premium Range Sanitary Ware) 1183 25.38 Providing and fixing in position best Indian Auto Closing Pillar Cockdody with 65 mm extension (with DECOL cartridge) for wash basin use. (Premium Range) 1184 25.39 Providing and fixing in position best Indian Auto Closing Bib Cock with built in control cock wihh wall flange (with DECOL cartridge) for common area use. (Premium Range) 1185 25.40 Providing and fixing in position best Indian Auto Closing Urinal valve open type with built in control cock wihh wall flange (with DECOL cartridge) for urinal use only. (Premium Range) 1186 25.41 Providing and fixing in position best Indian Auto Closing Urinal valve concealed type (with DECOL cartridge) for urinal use only. (Premium Range) 1187 25.42 Providing and fixing in position best Indian Auto Closing wall mounted Pillar Cock (with DECOL cartridge) for wash basin use only. (Premium Range) 1188 25.43 Providing and fixing in position best Indian Auto Closing 40mm Flush valve (for W. C. European and Wall Hung Type) concealed type (with DECOL technology/ cartridge). (Premium Range) 1189 25.44 Providing and fixing in position best Indian Auto Closing 40mm Dual Flow (3.0/6.0 liter) Flush valve (for W. C. European and Wall Hung Type) concealed type (with DECOL technology/ cartridge). (Premium Range) 1190 25.45 Providing and fixing in position best Indian Auto Closing 32mm, Flush valve (for W. C. European and Wall Hung Type) concealed type (with DECOL technology/cartridge). (Premium Range) 1191 25.46 Providing and fixing in position best Indian Sensotronic Sensor Faucet for Wash Basin use only. (Premium Range) 1192 25.47 Providing and fixing in position best Indian Sensotronic Sensor battery & electrical oprated type (9V transformer) Faucet For Urinal use only. (Premium Range) 1193 25.48 Providing and fixing in position best Indian Sensotronic Sensor concealed type Faucet For Wall Mounted Water Closet use only. (Premium Range) 1194 25.49 Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) Single Towel Rail 300 mm long. (Premium Range) 1195 25.50 Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) Single Towel Rail 600 mm long. (Premium Range) 1196 25.51 Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) Swivel Towel holder Twin Type. (Premium Range) 1197 25.52 Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) Single Towel Ring Square. (Premium Range) 1198 25.53 Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) Soap Dish Holder. (Premium Range) 1199 25.54 Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) Soap Dispenser with Metallic Bottle. (Premium Range) 1200 25.55 Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) Tumbler Holder. (Premium Range) 1201 25.56 Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) Toilet paper holder with Flap. (Premium Range) 1202 25.57 Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) Toilet Roll Holder. (Premium Range) 1203 25.58 Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) Glass Self-size 600mm with toughened glass (Premium Range) 1204 25.59 Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) Double coat Hook. (Premium Range) 1205 25.60 Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) Towel Rake 600 mm. (Premium Range) 1206 25.61 Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) W. C. Brush Holder. (Premium Range) 1207 25.62 Providing & Fixing 8mm thick froasted Urinal glass partition size 900x450mm brass made bracket with. (Premium Range) 1208 25.63 Wall Hung Basin: Providing and fixing white vitreous china type Anti germ fluoro-polymer coated wall mounted wash basin with C.I. brackets, C. P. brass single lever basin mixer, 15mm quarter turn angular stop cock, 32 mm C.P. brass waste coupling length 130mm and 32 mm C.P. brass bottle trap size 200x300mm i/c cutting and making good the wall and floors wherever required, all fittings and fixtures etc. complete . (Premium Range) 25.63.1 white Vetrious china Anti germ fluoro-polymer coated wall mounted wash basin size 620x480x185 mm. (Premium Range) 25.63.2 white Vetrious china Anti germ fluoro-polymer coated wall mounted wash basin size 570x470x190 mm. (Premium Range) 25.63.3 white Vetrious china Anti germ fluoro-polymer coated wall hung intergrated wash basin size 495x400x365 mm. (Premium Range) 25.63.4 white Vetrious china Anti germ fluoro-polymer coated wall hung intergrated wash basin size 500x440x385 mm. (Premium Range) 25.63.5 white Vetrious china Anti germ fluoro-polymer coated wall hung intergrated wash basin size 635x485x305 mm. (Premium Range) 1209 25.64 Wall Hung Basin ; Providing and fixing white vitreous china type Anti germ fluoro-polymer coated wall mounted wash basin with C.I. brackets, 15 mm C. P. brass pillar cock, 15mm quarter turn angular stop cock, 32 mm C.P. brass waste coupling length 130mm and 32 mm C.P. brass bottle trap size 200x300mm i/c cutting and making good the wall and floors wherever required, all fittings and fixtures etc. complete . (Premium Range) 25.64.1 white Vetrious china Anti germ fluoro-polymer coated wall mounted wash basin size 635x430x190 mm. (Premium Range) 1210 25.65 Providing and fixing in position best Indian, quarter turn table mounted sink mixer (bonut size 24mm, ceramic disc size 19mm and min. nickel plating 0.10 micron and chrome plating 0.3 micron). (Premium Range) 1211 25.66 Providing and fixing in position best Indian, quarter turn wall mounted sink cock (bonut size 24mm, ceramic disc size 19mm and min. nickel plating 0.10 micron and chrome plating 0.3 micron). (Premium Range) 1212 25.67 Shower Glass Cubical: Providing and fixing toughen glass shower enclosure conformed Is 2553 (part 1. 1990) or IS 14900. 2000 or IS 2835.1987 or IS 14450. 2000 with C. P. brass 5 Year warranted hardware, 19mm dia SS 304 grade stabilizer, all plastic Parts of food grade plastic and all glass shall be toughened at 700 degree Celsius and Anti lime scale treated including painting of fittings, cutting and making good the wall and floors wherever required, all fittings and fixtures etc. complete. (Premium Range) 25.67.1 Providing and fixing corner entry 6 mm toughen glass made to measurement shower enclosure size 1200mm x1200mm x 1950mm with aluminum profile on sides, shower enclosure with door sliding on both sides. (Premium Range) 25.67.2 Providing and fixing 8 mm toughen glass wall to wall sliding shower enclosure with one fixed glass and one silding door with a Towel Rod Fixed on the fixed glass size Hight:2000 mm Width: 1500mm to 2000mm. (Premium Range) 25.67.3 Providing and fixing 8 mm toughen glass made to measurement door Openable (inside/outside) shower enclosure two parts Wall to Wall enclosure with one fixed glass and openable door fixed withwall with square hardware & profile glass size Hight: 2000mm Width 800mm to 1200mm. (Premium Range) 1213 25.68 Providing and fixing 8 mm toughen glass made to measurement door Openable (inside/outside) shower enclosure two parts Wall to Wall enclosure with one fixed glass and openable door fixed with wall with square hardware & profile glass size Hight: 2000mm Width 800mm to 1200mm. (Premium Range) 1214 25.69 providing and fixing white tempered glass showerpenal with special Surface body materials tempered glass with glass special surface PVC back. ABS Movable tops Shower, 4 moveable ABS body massage jets, Hand shower with fiexible hose,Brass Sout, shelf, Thermostatic mixer with diverter, 40 cm stainless steel braided hose, Minimum water pressure required 2 bar. 1215 25.70 Thermostat Mixer : Providing and fixing in position best Indian, concealed high flow bath and shower mixer with thermostatic control cartridge (standard temperature range 15 degree c to 60 degree c, cartridge made of high performance thermostatic Polymer material with Anti scaled function). (Premium Range) 1216 25.71 Providing and fixing in position best Indian, exposed wall mounted bath and shower mixer with thermostatic control cartridge with button attachment on spout with connecting legs and wall flange ( standard temperature range 15 degree c to 60 degree c, cartridge made of high performance thermostatic Polymer material with Anti scaled function) .(Premium Range) 1217 25.72 Providing and fixing in position best indian, eko exposed shower mixer (wall mounted) with thermostatic control cartridge, 115mm long bend pipe on lower side, connecting legs and wall flange (standard temperature range 15 degree c to 60 degree c, cartridge made of high performance thermostatic Polymer material with Anti scaled function) . (Premium Range) 1218 25.73 Providing and fixing in position best Indian, exposed shower mixer (tub mounted) with thermostatic control cartridge, with button attachment on spout with straight legs (standard temperature range 15 degree c to 60 degree c, cartridge made of high performance thermostatic Polymer material with Anti scaled function). (Premium Range) 1219 25.74 Providing and fixing in position best Indian, 4 - way diverter consisting of concealed body and wall flange for multiple shower working with one shut-off position and 3 outlets for body shower, head shower and spout ( standard temperature range 15 degree c to 60 degree c, cartridge made of high performance thermostatic Polymer material with Anti scaled function). (Premium Range) 1220 25.75 Providing and fixing in position best Indian, thermostatic concealed high flow control valve with wall flange ( standard temperature range 15 degree c to 60 degree c, cartridge made of high performance thermostatic Polymer material with Anti scaled function) . (Premium Range) 1221 25.76 Medical Faucets : Providing and fixing in position best indian, single lever surgical purpose elbow action basin mounted mixer with extended Operating lever without popup waste system with 450mm long braided hoses (cartage size32mm, ceramic disc size 19mm and min. nickel plating 0.10 micron and chrome plating 0.3 micron, quarter turn). (Premium Range) 1222 25.77 Providing and fixing in position best Indian, surgical purpose elbow action pillar cock with extended Operating lever.( bonut size 24mm, ceramic disc size 19mm and min. nickel plating 0.10 micron and chrome plating 0.3 micron, quarter turn) (Premium Range) 1223 25.78 Providing and fixing in position best Indian, surgical purpose elbow action wall mounted pillar cock with extended Operating lever and wall flange. (bonut size 24mm, ceramic disc size 19mm and min. nickel plating 0.10 micron and chrome plating 0.3 micron, quarter turn). (Premium Range) 1224 25.79 Providing and fixing in position best Indian, 692mm long, satin finish C. P. Brass grab bar made of 304 grade ss i/c all nuts and screw (0.3 micron chrome and 10 micron nickel plated). (Premium Range) 1225 25.80 Providing and fixing in position best Indian, satin finish, C. P. Brass grab bar with left/right 90 degree angle, made of 304 grade ss i/c all nuts and screws. (0.3 micron chrome and 10 micron nickel plated). (Premium Range) 1226 25.81 Providing and fixing in position best Indian, C. P. Brass grab bar vertical swing, 304 grade ss made all nuts and screws. (0.3 micron chrome and 10 micron nickel plated). (Premium Range) 1227 25.82 Providing and fixing 8mm thick frosted safety glass Urinal partition size 900mm height and 450mm width, fixed with C P brass bracket of appropriate size i/c cutting and making good the wall and floors wherever required with all fittings and fixtures etc. complete.(Premium Range) 1228 27.4 Providing and fixing Stainless steel plate 304 grade of 1.50mm thick, including writing with Embossing of letters of required size including fixing at required placed with studs, screws and rawl plugs etc. compete as per direction of Engineer- in-Charge. 1229 27.5 Providing and fixing of name plate for offices name of Stainless steel plate 304 grade of 1.50mm thick, including writing with computerized vinayle sheet letters of required size including fixing at required placed with studs, screws and rawl plugs etc. compete as per direction of Engineer- in-Charge. 1230 27.6 Providing and fixing Aluminum composite panels Silver colour with matte finish, 3mm thick, (0.25mm 2.5mm and 0.25mm) sheet for name plate including writing with computerized vinayle sheet letters of required size including fixing at required placed with 1.25m Chromium plated Steel Pipe 15mm dia, compete as per direction of Engineer-in-Charge. 1231 27.7 Providing and fixing Aluminum composite panels Silver colour with matte finish, 3mm thick, (0.25mm 2.5mm and 0.25mm) sheet for name plate including writing with computerized vinayle sheet letters of required size including fixing at required placed with studs, screws and rawl plugs etc. compete as per direction of Engineer-in-Charge. 1232 27.8 Providing and fixing stainless steel English (Capital) and Hindi letters in standard pattern bellow type made with 1.20 mm thick stainless steel (ASI Grade- 304 ) Depth of letter shall not be less than 30mm and rate includes welding/soldering of joints polishing, buffing and fixing on the wall, plate and beam surface at any height with necessary nut and bolts/fastener wherever is required complete as per direction of Engineer-in-Charge. 1233 27.10 Providing and fixing of prestressed vertically casted concrete panels (both surfaces should be smooth and having grooves on both faces) of M-40 grade of concrete of size 2100x300x50 mm having minimum 4 nos of high tensile steel wire as per IS 6006:2014 of dia 3 mm placed horizontally in full length of panel with prestressed precast concrete column of M-40 grade of size 3000x150x150 mm having minimum 7 nos of high tensile steel wire as per IS 6006:2014 of dia 3 mm placed vertically in full length to erect precast boundary wall panels to height 2100 mm from GL including excavation of pit of size 750x750x900 mm in all kind of soil except rock for erection of columns and grouting the pit with M-20 grade of concrete. Manufacturing, transportation and installation at site all complete as per the direction of Engineer-in-Charge. 1234 27.11 Extra for every additional height of 0.3 m up to height of wall 3 m 1235 28.35 Providing and fixing of 3 seater stone bench made of 75mm thick stone slab finished by different numbers of ambry stone and two coats of 124 no sealer coat to prevent from weather including fixing on a pedestal (cost of pedestal to be paid separately)etc. complete as per direction of engineer in charge. Size: length 1500mm, width 600mm, legs height 500 mm, back support height 500mm. 1236 28.36 Providing and fixing of stone planter (bench) made of 75mm thick stone slab finished by different numbers of ambry stone and two coats of 124 no sealer coat to prevent from weather including fixing on a pedestal (cost of pedestal to be paid separately)etc. complete as per direction of engineer in charge. Size: length 1200mm, width 500mm, legs height 500 mm. 1237 28.37 Providing and fixing of stone table made of 75mm thick stone slab finished by different numbers of ambry stone and two coats of 124 no sealer coat to prevent from weather including fixing on a pedestal (cost of pedestal to be paid separately)etc. complete as per direction of engineer in charge. Size: length 1000mm, width 600mm, legs height 750 mm. 1238 28.38 Providing and laying C.C. pavement of mix M- 25 with ready mixed concrete from batching plant including centering and shuttering complete. The ready mixed concrete shall be laid and finished with screed board vibrator, vacuum dewatering process and finally finished by floating, with wire brush etc. complete as per specifications and directions of Engineer- in-Charge.Note: Cement content considered in this item is @ 330 kg/cum. 1239 29.1 Preparation of site plan and location plan with total station surveying showing all individual structures and features like trees, roads, culverts, nallas, electric poles, telephone poles, sewer lines, chambers, water supply lines, hand pumps, well etc. complete along with showing location of roads proposed in master plan. i/c Contours of entire area at 0.5 m. intervals using auto level, preparing of site plan in soft copy (using autocad) in suitable scale as desired by engineer-in-charge duly indicating north direction. Rate includes providing 1 digital copy and six hard copies, one print on tracing film, khasra map duly showing the land and location plan (index plan) and google image of the land. Rates are inclusive of transportation charges. (Work shall be got done through consultants duly empanelled with chief Architect MP P.W.D.) 29. 1.1 Upto 1 Hectare 29.1.2 1 Hectare to 2 Hectare 29.1.3 Add extra for each additional one Hectare or part there off 29.1.4 Excavation of trial pit of size 1.20 m X 1.20 m with minimum depth of 0.9 m and maximum depth of 3.5m as directed by the Engineer in Charge. Trial pit shall be taken at suitable location/ locations as directed by Engineer in charge and shall be indicated on the site plan showing details of soil strata. 1240 29.2 Preparation of double line plan after measurement of internal as well as external dimensions of existing buildings/structures and plotting the same in suitable scale as directed by Engineer-in-charge. 1241 29.3 Preparing of double line plan for planning of addition and alteration work after measurement of internal as well as external dimensions and details of existing door window, ventilator openings and partitions, addition /alteration done previously in buildings/structures and plotting the same separately showing sectional elevations (minimum two numbers) and all elevations along with all relevant details like doors, windows stairs etc in suitable scale as directed by Engineer-in-charge. The consultant shall also submit detailed condition survey report. 1242 29.4 Performing Plate Load Test (P.L.T.) for Determining soil bearing capacity (SBC) at site including submission of Geotechnical Report and recommending bearing capacity in accordance with IS-1888-1982 (Without Conveyance). 1243 29.5 Performing Standard Penetration Test for determining soil bearing capacity (SBC) in accordance with IS-2131-1981 and submission of Geotechnical Report on bearing capacity based on SPT in accordance with IS-6403-1981 (Without Conveyance) 1244 29.6 Transportation charges for transportation of Geotechnical testing equipments for plate load test or standard penetration test upto a distance of 100km. (upto 100km going and 100km returning from district H.Q. both way) Rates are inclusive of Loading and unloading of testing equipments and other incidental charges during both journeys to be paid only once for one set (separate for PLT or SPT) of testing. 29.6.1 Up to 100km (both way) 29.6.2 Add extra for distance beyond 100km and upto 150km. (both way) 29.6.3 Add extra for every additional km beyond 150km (both way) 1245 29.7 Preparation of detailed estimate on the basis of the working drawing supplied by the department and current SOR applicable, including computation of bill of quantities (BOQ) of material and supplying the same in six hard copies and one soft copy to the Engineer-in-Charge and if required revision of the same without any additional charges. (Work shall be got done through consultants duly empanelled with chief Architect MP P.W.D.) The estimate shall be prepared only in standard format prescribed as per appendix 14 of this SOR. 1246 29.8 Preparation of DPR including site visit to verify contours & soil reports and preparation of master plan of campus including architectural working drawings and estimates in prescribed format as per appendix 14 of this SOR to obtain AA; and there after architectural drawings for statutory approvals and detail drawings at construction stage; and as constructed drawings on completion of work the DPR. Bifurcation of professional fee payable in stages as per this item shall be in accordance with List-1, List-2 & List-3. Given in preambles of this chapter 3.All work such as preparation of DPR, working drawings, statuary drawings, details drawings and as constructed drawings shall be done by the same architect/consultant to ensure consistency in services, even if time required to complete all stages as per Activity sheet exceeds the contract period. 1247 29.9 Preparation of the structure design & drawings by a structural engineer empanelled with the Chief Architect MP PWD on the basis of architectural drawings supplied/approved by the department, in accordance with relevant codes/manuals and according to the Terms & Conditions, prescribed in Activity Sheet No-1, List-4 given in Annexure-14 appended with SOR. Design and drawing shall also include ‘Tables’ for the bar-bending schedules (BBS) and concrete/steel consumption. The design and drawing shall be submitted to the Engineer-in-Charge in six hard copies and one soft copy for execution. The payment shall be done in accordance with relevant stage in activity sheet and list. 29.9.1 First time design work 29.9.1.1 Built up area upto 500 sqm 29.9.1.2 Built up area more than 500 sqm and upto 3000 sqm 29.9.1.3 Built up area more than 3000 sqm. 29.9.2 Repetition of structural design of a structural design done by the structural himself or by any other structural engineer at different site, where S.B.C. or seismic zone is different.(only plinth area payment to be paid) 29.9.2.1 Plinth area upto 500 sqm 29.9.2.2 Plinth area more than 500 sqm and upto 3000 sqm 29.9.2.3 Plinth area more than 3000 sqm 1248 29.10 Assessment of load carrying capacity and structural soundness of existing building mainly comprising of R.C.C. structure using existing information such a existing drawing, design and footing details, if available. The consultant shall carry out destructive/non destructive testing of structure at site including site investigation which may require opening of footings by digging adjoining ground fill and restore backfill structure after testing is done. This work shall be performed by a structural engineer (proof checking) empanelled with the chief Architect MP PWD Bhopal or any government engineering college. The rate shall include all charges for labour, testing, consultation of geotechnical consultant and site visit to carry out site testing Per Sqm (built up area of wing/block of existing building where construction is proposed). 1249 29.11 Drafting structural drawing on the basis of the structural design supplied by the department in accordance with all relevant codes/manuals and as per IS: 1893- 2002 and IS: 13920-1993 with updation. The work shall include making revision/compliance if any and obtaining approval of drafting work, without any additional cost within time specified by the Engineer-in-Charge or from the competent authority. The drawings for approval shall be submitted to the Engineer- in- Charge in two hard copies (minimum size A-2) and there after fair drawings on 100 micron film along with seven copies of amonia prints (minimum size A-1) and one soft copy. Drawings shall be stamped and signed with the statement that Drafted by me as per structural design done or got done by the department. Note:- This work can be done only through a person having qualification of Diploma in civil engineering/BE (civil engineering) and having certificate in AutoCAD issued by AutoDesk or by its authorized institution.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
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44.
Defence #9749539 AOC
Provision Of Certain Sanction Work At (Phase-Xi) Of Various Units At Misa Camp Under Ge (S) Tezpur- 1 Dismantling asbestos cement (corrugated, semicorrugated, etc.) sheets in roofcoverings complete all as specified and directed 2 Dismantling wall and ceiling boards (fibre, pulp, insulation, etc.) or insulation boards/slabs/blankets, any thickness, including cover fillets complete all as directed. 3 Dismantling framed work timber scantlingsas in fillets, rails, posts, rafters, purlins, etc. under 40 sq. cm insection complete all as directed. 4 Demolition of reed, lathing, single or double, including battens and plaster or chiken wire lathing and RCC jafari/jailies complete all as specified and directed. 5 Demolition of brick work built in cement mortor including all quoins, arches, pillars etc and all as specified . 6 Taking down cement or cement lime plaster any description on any walls etc including raking out joints, hacking for key, scrubbing down with water etc complete all as specified and directed 7 Taking down chowkhats or frames area exc. 1.50 Sqm but not exc. 4.00 Sqm each with shutters (without taking off shutters from the frames) complete all as specified and directed. 8 Taking down chowkhats or frames area not exc. 1.50 Sqm each with shutters (without taking off shutters from the frames) complete all as specified and directed. 9 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. 10 Demolition of cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and directed 11 Excavating in post holes (or similar holes)in soft/loose soil, each not exc 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm around foundation concrete as ordered, watering and removing surplus soil to a distance not exceeding 50 m and making good surface, complete all as specified and directed. 12 M & L for PCC (1:3:6) type C-2 using40mm graded stone aggregate as in foundation and mass concrete in post holes complete all as specified and directed. 13 M&L Brickwork with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius built in Cement mortar 1:6 complete all as specified & as directed. 14 M&L for brickwork with subclass‘B’ bricks, straight or curved on plan to any radius in half brick thick walls built in CM 1:4 complete all as specified and directed. 15 M&L for formwork to sides of pillars, posts, struts, piers, columns and stanchions complete all as specified and directed 16 M & L for reinforced cement concrete Nominal Mix M-25 (1:1:2) as in columns, pillarspiers, posts & struts etc complete all as specified and directed.Note :- Reinforcement and formwork shall be measured and paid for separately under respective items of the BOQ. 17 M & L for TMT bars 10 mm 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 0.9 mm dia or securing with clips,complete all as specified and directed. 18 M & L for TMT bars 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders, cut to length, bent to shapes 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 complete all as specified and directed. 19 M&L for rendering 15 mm thick onfaces of brick work or concrete surface in CM (1:6), finished even and smooth without using extra cementcomplete all as specified and directed. 20 M&L for 15 mm thick rendering with cement mortar (1:4)on fair faces of brick work in two layers (10mm & 5mm)seperately mixed with water proofing compound in top layer as per manufacturers instructions and finishing the surface even and smooth without using extra cement complete all as specified and as directed.Note:- WPC shall be measured and paid seperately under appropiate item. 21 Supply only liquid water proofing compound complete all as specified and directed. 22 M & L for preparation of newly plastered surfaces of wall and applying twocoatsof oil bound distemper over a coat of primer over and including a coat of 1mm thick white putty complete all as specified and directed. 23 M & L for complete removal of existing treatment and applying twocoatsof oil bound distemper over a coat of primer over and including a coat of 1mm thick white putty complete all as specified and directed. 24 M&L for 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 coatof exterior primer applied @ 2.20 kg/10 sqm) overa coat of 1 mm thick wall care puttysuitable for exterior emulsion paint Allow 6-8 hrs to dry the surface in both the coats of paint complete all as directed. 25 M&L for 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 coatof exterior primer applied @ 2.20 kg/10 sqm) overa coat of 1 mm thick wall care puttysuitable for exterior emulsion paint Allow 6-8 hrs to dry the surface in both the coats of paint including complete removal of existing treatment on wall/ roof projections including facia,cornices etc by scrapping to make surface clean,free from dust,loose paint etc by skilled labour complete all as specified and directed. 26 S & F 125mmx60mm size and 1.60 mm thick pressed steel frames for doors with one or more rebates incl necessary fixing lugs, hinges, lock strike plate etc including applying a coat of tar in inner surface ,red oxide to outer surface and filling the frame using PCC M-10 using 12.50 mm graded stone aggregate complete all asdirected. 27 M&L for PCC (1:3:6) type C1 20mm graded aggregate as in padding ,holdfast/filling of chowkhats or similar work complete all as specified and directed. 28 S&F 35mm thick flush shutters, solid core construction, with block board core and plywood face panels, commercial type on both sides etc complete and size of member of shutters as specified in SSR Part-I (2009) section 8 all complete all as specified and directed. 29 S & F factory made steel windows including box type hinges with steel handles & steel pag stay complete (without glazing bars), dovetailed or welded including fixing of lugs in PCC 1:2:4, type B-1, using 20mm graded stone aggregate & making good walls & cills to match the existing and including one coat of red oxide/ zinc chrome primer complete all as specified and directed. 30 S & F factory made steel windows with side hung shutters including box type hinges with steel handles & steel pag stay complete (with glazing bars), dovetailed or welded including fixing of lugs in PCC 1:2:4, type B-1, using 20mm graded stone aggregate & making good walls & cills to match the existing and including one coat of red oxide/ zinc chrome primer complete all as specified and directed. 31 M & L for framed work such as grills, gratings, etc. with ends of bars shouldered and/or riveted, or forged into spikes, framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work con- forming to Fe.290.Gde-E-165 complete all as specified and directed. 32 S & F instainlesssteel wire cloth, 0.36 mm nominal dia of wire and average width of aperture 1.40 mm and fixed with tinned tacks, or galvanised wire staples complete all as specified and directed 33 M & L for 3 mm thick sheet glass ordinary qualityand glazing with oil putty in squares not exc. 0.5 Sqm in each pane complete all specified and as directed. 34 S & F of 150 mm long extruded anodised aluminium alloy handle, fabricated type complete all as specified and directed. 35 S & F of 100 mm long mild steel butt hinges, medium weight cold rolled complete all as specified and directed. 36 S & F of 150 mm long aluminium anodised barrel tower bolt of extruded section complete all as specified and directed. 37 S & F of 300 mm long (Length of bolt) aluminium alloy, anodised, sliding door bolt with hasp, staple (bolt type) and fixing clips of sheets, cast or extruded sections and fixing bolts and sliding bolt of extruded sections or cast aluminium alloy complete all as specified and directed. 38 S&F of floor door stopper 140mm (overall length of cover plate) of aluminum alloy body and tongue, anodized, with hard drawn steel spring fixed in floor including taking down the old one complete all as directed. 39 M&L for preparation of new wooden surfaces exc 10cm width or girth and applying two coats of synthetic enamel paint over one coat ofprimer complete all as directed. 40 S & F of powder coated mild steel drapery rod of 20 mm inner diaof approved colour with and including decorative finial at both ends and pair of powder coated mild steel brackets fixed at both ends fixed with PVC rawl plug and steel screws on walls/beam, complete all as directed. 41 M&L for 75mm thick PCC 1:3:6 type C-2 using 40mm graded stone aggregate as in sub base to floors/paths/paving/hardstanding finishing cement concrete surface even and fair without using extra cement complete all as specified and directed. 42 M & L for screed bed or bedding layer of mortar, 15 mm thick, in cement mortar 1:6, for laying floor finishes complete all as specified and directed. 43 M & L for rendering 10 mm thick in cement mortar 1:4 on fair faces of brick or concrete surfaces finished even and rough for receiving wall tiles/dado/skirting completeall as specified and directed. 44 M&L 16-18 mm thick pre-polished Kota stone slab area of each tile exc. 0.18 Sqm but not exc. 0.36 sqm,as in flooring over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab complete all as specified and directed. 45 M&L 16-18 mm thick pre-polished Kota stone slab area of each tile exc. 0.18 Sqm but not exc. 0.36 sqm,as in skirting over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab complete all as specified and directed. 46 M & L 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 confirming to Fe 410-W(Gde E-250) quality A complete all as specifed and directed. 47 S & F structural rolled mild steel confirming to Fe 410-W(Gde E-250) quality A as in 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 including necessary machinery for upto 10m height structure complete in all respect as specified and directed. 48 M&L for preparation of steel surfaces over 10cm width or girth and applying two coats of synthetic enamel paints over one coat of red oxide primer complete all as specified and directed 49 S & F of 0.50 mm thick pre-painted galvalume aluminum zinc coating GI based corrugated steel sheet of any colour having tensile strength of 550 Mpa as in roof covering / cladding to wall, fixed with self tapping screws complete all as specified and directed. 50 S & F of 0.50 mm thick pre-painted galvalume aluminum zinc coating GI based plain steel sheet of any colour having tensile strength of 550 Mpa as in roof covering / cladding to wall, fixed with self tapping screws complete all as specified and directed. 51 S & F of hangers 6mm dia GI (upto 1200 mm length ) adjusting level fixed to roof slabs or steel framed structure or truss by means of ceiling cleats made out of GI flat 40x3 mm size 60 mm long and expansion hold fasteners 12.5 mm dia 40mm long complete all as specified and directed 52 S & F of GI powder coated snap grid frame work for false ceiling all as specified size of grid 605x605mm with GI angle 25x25x1.5mm, main T of 38x25x1.5mm and secondary T 25x25x1.2mm complete all as directed. 53 M & L for 4mm thick non asbestos fibre cement building boards, fixed or laid/inserted to timber /GI/Aluminium framework with screws fixed in ceiling flat or sloping complete all as specified & directed. 54 M&L 75 mm thick Cement concrete type C2 1:3:6 (using 20 mm graded stone aggregate)as in plinth protection laid in alternate bays (not exceeding 2 Sqm each) andfinished cement concrete surface even and smooth without using extra cement and providing joints throughout thickness of plinth protection filled with mastic filling comprising one part of bitumen 85/25 grade and two parts of sand by weight complete all as specified and as directed. 55 Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and directed 56 Dismantling plain or corrugated steel sheeting/galvalume sheet any guage, thickness including Nainital or similar pattern roof covering,complete all as specified and directed 57 Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as directed 58 Demolition of cement concrete (un-reinforced) in ground floors and pavings not exceeding 15 cm thickness below or above ground level and removal all rubbish material complete all as directed. 59 M&L for 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 complete all as directed. 60 M&L for formwork to sides and soffits of floor or roof beams, beam haunchings, girders,bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc.complete all as specified and directed 61 M & L for reinforced cement concrete Design Mix M-25 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 directed.Note :- Reinforcement and formwork shall be measured and paid for separately under respective items of the BOQ. 62 M&L for reinforced cement concrete Design Mix M-25 as in beams, cantilevers, bressummers and lintels over 1.5m span complete all as specified and directed.Note :- Reinforcement and formwork shall be measured and paid for separately under respective items of the BOQ. 63 M&L Brickwork with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius built in Cement mortar 1:6 complete all as specified & as directed. 64 M&L for brickwork with subclass‘B’ bricks, straight or curved on plan to any radius in half brick thick walls built in CM 1:4 complete all as specified and directed. 65 M&L for 20 mm thick rendering with cement mortar (1:4)on fair faces of brick work in two layers (10mm & 10mm)seperately mixed with water proofing compound in top layer as per manufacturers instructions and finishing the surface even and smooth without using extra cement complete all as specified and as directed.Note:- WPC shall be measured and paid seperately under appropiate item. 66 M&L for two coat water based premium acrylic smooth exterior emulsion of approved colour with silicon additive & Color stay Technology, Excellent Dirt Pick up resistance with low VOC less than 50 gram/ litre as per the LEEDS specifications, Anti Algal properties in two coats @ 1.79 ltr (undiluted)/ 10 sqm diluted with water as per manufacturer instructions applied over priming coat including a coat of 1 mm thick wall care puttysuitable for exterior emulsion paint Allow 6-8 hrs to dry the surface in both the coats of paint complete all as directed. 67 M&L for two coat water based premium acrylic smooth exterior emulsion of approved colour with silicon additive & Color stay Technology, Excellent Dirt Pick up resistance with low VOC less than 50 gram/ litre as per the LEEDS specifications, Anti Algal properties in two coats @ 1.79 ltr (undiluted)/ 10 sqm diluted with water as per manufacturer instructions applied over priming coat including a coat of 1 mm thick wall care puttysuitable for exterior emulsion paint Allow 6-8 hrs to dry the surface in both the coats of paint including complete removal of existing treatment on wall/ roof projections including facia,cornices etc by scrapping to make surface clean,free from dust,loose paint etc by skilled labour complete all as specified and directed. 68 M & L 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 confirming to Fe 410-W(Gde E-250) quality A complete all as specifed and directed. 69 M&L for preparation of steel surfaces over 10cm width or girth and applying two coats of synthetic enamel paints over one coat of red oxide primer complete all as specified and directed 70 S & F of 0.50 mm thick pre-painted galvalume aluminum zinc coating GI based corrugated steel sheet of any colour having tensile strength of 550 Mpa as in roof covering / cladding to wall, fixed with self tapping screws complete all as specified and directed. 71 S & F of 0.50 mm thick pre-painted galvalume aluminum zinc coating GI based plain steel sheet of any colour having tensile strength of 550 Mpa as in roof covering / cladding to wall, fixed with self tapping screws complete all as specified and directed. 72 S & F of hangers 6mm dia GI (upto 1200 mm length ) adjusting level fixed to roof slabs or steel framed structure or truss by means of ceiling cleats made out of GI flat 40x3 mm size 60 mm long and expansion hold fasteners 12.5 mm dia 40mm long complete all as specified and directed 73 S & F of GI powder coated snap grid frame work for false ceiling all as specified size of grid 605x605mm with GI angle 25x25x1.5mm, main T of 38x25x1.5mm and secondary T 25x25x1.2mm complete all as directed. 74 M & L for 4mm thick non asbestos fibre cement building boards, fixed or laid/inserted to timber /GI/Aluminium framework with screws fixed in ceiling flat or sloping complete all as specified & directed. 75 S & F of30mm thick2nd class hard wood glazed and skeleton shutters, open rebated and prepared to receive glass, gauze etc. divided into squares, with out sash bars, edges of framing plain, chamfered or rounded, fitted with cut and mitered beads for securing glass etc. and size of the members of shutter is as specified in clause No. 8.24 (a) of MES schedule 2009, part – I (Specifications) complete all as specified and directed. 76 S & F of mild steel 300mm, ordinary rat tail rod pattern spring including roller and roller plate welded to mild steel frame complete all as specified and directed. 77 S & F of powder coated mild steel drapery rod of 20 mm inner dia (in lengths as width of door and windows approx 1.2 m length) of approved colour with and including decorative finial at both ends and pair of powder coated mild steel brackets fixed at both ends fixed with PVC rawl plug and steel screws on walls/beam, complete all as directed. 78 M & L for screed bed or bedding layer of mortar, 20mm thick, in cement mortar 1:6, for laying floor finishes complete all as specified and directed. 79 M & L for rendering 10 mm thick in cement mortar 1:3 on fair faces of brick or concrete surfaces finished even and rough for receiving wall tiles/dado/skirting completeall as specified and directed. 80 M & L for Non skid ceramic coloured tiles 7 to 8 mm thick (Square or Rectangular) area of each tile exc. 0.18 Sqm but not exc. 0.36 sqm, as in floor etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match the surface of tile complete all as specified and directed. 81 M & L for Non skid ceramic coloured tiles 7 to 8 mm thick (Square or Rectangular) area of each tile exc. 0.18 Sqm but not exc. 0.36 sqm, as in skirting etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match the surface of tile complete all as specified and directed. 82 M&L 75 mm thick Cement concrete type C2 1:3:6 (using 20 mm graded stone aggregate)as in plinth protection laid in alternate bays (not exceeding 2 Sqm each) andfinished cement concrete surface even and smooth without using extra cement and providing joints throughout thickness of plinth protection filled with mastic filling comprising one part of bitumen 85/25 grade and two parts of sand by weight complete all as specified and as directed. 83 M&L for hard core of broken stone or boulders of gauge n.exc 63 mm, deposited, spread & levelled in layers n.exc 15 cm thick watered & rammed to true surface complete all as specified and directed. 84 M&L for 75mm thick PCC 1:3:6 type C-2 using 40mm graded stone aggregate as in sub base to floors/paths/paving/hardstanding finishing cement concrete surface even and smooth without using extra cement complete all as specified and directed. 85 Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour,design & pattern as in footparth, 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 and including 50mm thick compactedbed of fine 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 specified and directed. 86 M & L for cement concrete type B0, 1:2:4 (using 12.5 mm graded crushed stone aggregate) as in copings and the like including weathering, slightly rounded, chamfered angle and throating as directed including use and waste of formwork (straight or curved) all exposed surface of concrete finished fair, complete all as specified and directed. 87 Taking down carefully copper/aluminium point wiring (light, fan, socket or power) complete,including fixture and fittings such as switches,ceiling roses,pendants,regulators,sockets,light fitting etc. removing materials to store for keeping in safe custody or for taking credit (credit for above items should be made as per conditions separately) and making good disturbed surfaces of walls, floors etc. 88 M&L for Point wiring with PVC insulated and unsheathed FRLSH cable single core multistranded copper conductor 1.5 sqmm size, 1100 volts grade cable conforming to IS - 694 1990 drawn through and including PVC concealed conduit 20mm dia medium dutywith all accessories including modular GI boxes of suitable sizesincluding 1.5 sq mm FRLSH stranded PVC insulated and unsheathed copper conductor earth continuity conductor to common earth and connecting to earth dolly all as specified for one light or fanpoint controlled by one switch single pole one way for light/ ceiling fan/ exhaust fan/call bell point/ Switch socket outlet 5 amps complete all as specified and as directed.Note: (i) Red coloured cable shall be used for live connection,black coloured cable shall be used for neutral connection and green coloured cable shall be used for earthing. Separate cable for earthing and neutral to be used for each individual circuit from the distribution board. (Rate deemed to be inclusive of cutting chases and making good disturbed surface). 89 All as per item No. 115 here-in-before but one 3 pin 5 ampsswitch socket commbination on the independent board with other switch complete all as specified and directed by Engineer-in-charge. 90 All as per item No. 115 here-in-before but one 3 pin 5 amps socket outlet on the same board with other switch complete all as specified and directed by Engineer-in-charge. 91 M & L for point wiring for socket out let on 16 Amps independent Boards controlled by one, one wayswitch using 2.5 sqmm nominal cross sectional areamultistrandedcopper conductor, PVC insulated unsheathed FRLS cables in and including 20 mm dia or higher size PVC concealed conduits and fittings, including metal flush box suitable for modular cover plate with frame of suitable size of 3M and 2.5 sqmm nominal cross sectioanl area multistranded copper conductor FRLS PVC insulated unsheathed earth wire and connecting to earth dolly andbrass screws, washers etc. complete all as specified and directed.Note: (i) Red coloured cable shall be used for live connection,black coloured cable shall be used for neutral connection and green coloured cable shall be used for earthing. Separate cable for earthing and neutral to be used for each individual circuit from the distribution board. (Rate deemed to be inclusive of cutting chases and making good disturbed surface). 92 S&FModular type switch6 Amps 230V AC single module one way complete all as specified and as directed. 93 S&F Modular socket out let 3 pin 10 Amps shuttered type 230V AC 2 module complete all as specified and as directed. 94 S&F Modular socket out let 3 pin 16 Amps shuttered type 230V AC 2 module complete all as specified and as directed. 95 S&FModular type switch16 Amps 230V AC single module one way complete all as specified and as directed. 96 S&FCeiling rose, surface bakelite, 65 x 50 mm,three terminals complete all as specified and directed. 97 S&F Modular type fan regulator Step type,100 Watt, one module/ two module, 230V AC complete all as specified and as directed. 98 Supply and fixing modular white cover plate with frame 2 modules complete all as specified and as directed. 99 Supply and fixing modular white cover plate with frame 3 modules complete all as specified and as directed. 100 Supply and fixing modular white cover plate with frame 4 modules complete all as specified and as directed. 101 Supply and fixing modular white cover plate with frame 6 modules complete all as specified and as directed. 102 Supply and fixing modular white cover plate with frame 8 modules complete all as specified and as directed. 103 Supply and fixed 18 W LED light fitting wall mounted batten 4ft ,minimumm lumen output 100 lumen/Wat, extruded polycarbonate, enivromental friendly, heat sink provided for efficent heat dissipation and integrated electronic driver for 18 watt,6500K including necessary connection complete all as specified and directed. 104 Supply and fixed security light fittings 30 watts, minimumm lumen output 100 lumen/Watt, made up of pressure dia cast housing with prismatic polycarbornate diffuser and individual LED with secondary optic and IP65 including necessary connection complete including 25mm dia light grade GI bracket with nut bolt and clamp complete with all accessories including connected with twin core twisted flexible copper conductor of suitable size complete all as directed. 105 Supply and fixed recessed mounted 2 x 2 LED luminaire 36 watts for grid ceiling minimumm lumen output 100 lumen/Watt, pre-treated CRCA frame powder coated with diffused Profied including necessary connection complete all as specified and directed. 106 Supply and fixed in repairs epoxy powder coated sheet metal enclosure for DBs, double door, Triple pole and neutral 415 V, 4 ways with mounting fitted with bus bar, DIN channel , neutral link and incoming contact complete all as directed. 107 Supply and fixed in repairsMCB SP,6 to 32 Amps, C series 10kA, 240 Volts and to be housed in DBs including necessry connection complete all as specified and directed. 108 Supply and fixed in repairs MCB TPN 63 Amps,C series 10kA, 415 Volts and to be housed in DBscomplete including necessry connectionall as specified and directed. 109 Taking down of AC ceiling / exhaust fan of any sweep & any height and opening the fan and oiling, greasing andreplacementofunserviceable accessories and servicing, complete overhauling and re-assembling and testing complete for efficient functioning and hanging it back in position including provn of 0.5 Sqmm copper flexible twin twisted cable (length not exceeding 0.5 metre) from ceiling rose to fan as directed by the Engr-in-Charge. 110 Material and labour for earthing complete with galvanised mild steel earth plate electrode 600x600x6.0mm thick, burried directly in ground to a depth not less than 2.25 metres 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 wire 4 mm dia as earth strip electrode bolted or rivetted to earth plate at one end and connected to equipments at another end, GI earth strip encased inand including 40 mm dia GI lightgrade pipe from upper end of earth plate upto equipments,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 andPCC 1:2:4 type B-1 (using 20mm graded stone aggregate) as in pit chamber and RCC pit cover 50mm thick precast RCC 1:2:4 type B-1, duly reinforced with MS round bars 6mm dia @ 100 c/c both ways with 10mm dia MS round bar as in lifting handles, excavation, earth work including laying the GI pipe concealed in floor/wall all as describedin electric plate of SSR Part I completeall as specified and directed and testing on completion. 111 Supply, laying / fixing / connecting, testing and commissioning of 16 Sqmm x 4.0 coreLT under ground cable XLPE insulated, screened, PVC bedded, galvanised steel strip or wire armoured,electric cable (heavy duty) with multistranded aluminium conductor,1100 Volts grade in trenches/on wall/poles laid in ducts/inside protection pipe of the following cross sectional area including cable glands,lugs and suitable size of MS saddle clips (where ever cable laid in ceilings / walls without cable duct) all as directed by the Engr-in-Charge 112 Supply and fixing all in one LED Solar power street light fitting of capacity 15 Watt including GI pole of 63 mm dia of height 6 meters made with High Efficiency Mono Crystalline Solar PV Module, Lithium Ferro Phosphate battery with in-built BMS technology, High Efficacy LED, MPPT Solar Charge Controller and Aluminium Extruded body, automatically control the dimming and brightness of light, installation includes excavation, removal of old unserviceable solar street lights, and PCC foundation of the pole complete all as specified and directed 113 NOTES:1.The amount of schedule of credit shall be deducted from the total of this BOQ for arriving at contract sum.
Contract Date: Mar 06, 2026 Contract Value : ₹ 29.09 Lakh
Statutory Bodies & Commissions/Committees No of Bidders 3
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46.
Housing Urban and Rular Development #9668223 Technical Bid
Tender For Supply, Installation, Testing And Commissioning Of Board Room And Conference Room Equipments At New Admin Building Sector -96 Noida With 3 Year Warranty , Supply, Installation, Testing And Commissioning Of 108-Inch Full Hd (1920×1080) Cob Led All-In-One Display Engineered For High-Performance Av Applications. Should Offers A 16:9 Aspect Ratio, 800 Cd/M² Adjustable Brightness, 3840 Hz Refresh Rate, And A 25,000:1 Contrast Ratio, Delivering Vibrant Visuals With 170° Wide Viewing Angles. Constructed With A Die-Cast Aluminum Frame And Front-Access Maintenance, Should Supports Wall-Mount, Mobile Stand, And Ceiling Installations. The System Should Runs On Minimum Android 13.0 With An Octa-Core Processor, 8Gb Ram, And 64Gb Storage, Featuring Dual-Band Wifi 5/6 And A Comprehensive Set Of Input/Output Ports Including Hdmi, Usb, Lan, And Spdif. Should Have Built-In 12W×2 Speakers And A Rated Lifespan Exceeding 100,000 Hours Make It Suitable For Long-Term, Scalable Deployments In Professional Environments.Cpu Octacore : Cortex A73*4+A53*4,Input Ports-Hdmi In*2,Spdif*1,Usb2.0*1,Usb 3.0*3,Usb-B*1,Lan*1,Output Audio Out*1,Lan*1, Wifi 5+ Wifi 6 (Dual Wifi).Bluetooth 5.0, Certifications: Copy Of Valid Bis To Attach. Make - Delta / Barco / Samsung, Item - Led Video Wall , Supply, Installation, Testing And Commissioning Of Screen Size (Diagnoal) 75 Inch,Brightness (Cd/M²) Typical 700 Nits Or Higher,Response Time (Ms) 8 Ms Or Lower,Display Resolution (H X V Pixels) 3840 * 2160,Backlight Type Direct Led,Viewing Angle (Right/Left/Up/Down),Operating System (Built In) 178 Degree,Operating System (Built In) Android ,Hdr Compatibility Hdr10,Hlg,Dolby Vision, On-Board Storage (Gb) 32 Gb Or More,Haze % 45 % Or Higher,Color Gamut (Dci-P3) 92% Or Higher,Wi-Fi Direct, Wi-Fi Certified & Wireless Lan Yes,Chromecast & Apple Airplay Built In Yes,Hdcp2.3,Hdcp Ports And Connectivity Hdmi (4), Digital Audio Out (1), Usb (2), Ethernet (1),Power Consumption Not More Than 300 W,Weight Without Stand. Certifications: Copy Of Valid Bis To Attach. Make - Samsung / Panasonic / Sony, Item - Led Display , Supply, Installation, Testing And Commissioning Of Motorized Retractable Monitor Lift Should Feature An Integrated 15.6-Inch Led Ips Touchscreen Housed In A Full Aluminum Alloy Enclosure With A Minimum 5Mm Brushed Panel For Durability And Premium Finish. The Display Should Support Full Hd Resolution (1920×1080) In A 16:9 Format, With Wide Viewing Angles Of At Least 170° Horizontal And 160° Vertical. It Should Deliver 16.7 Million Colors (10-Bit), A Brightness Of 300 Cd/M², Contrast Ratio Of 1100:1, And A Response Time Of 16 Ms At 60Hz. Touch Functionality Should Be Included To Enable Interactive Control And Seamless User Engagement. The Screen Tilt Should Be Electrically Adjustable Between 0 To 30 Degrees For Ergonomic Viewing. The Unit Should Provide Hdmi, Usb, And Rs232 Installation Of Connectivity For Integration With Av Control Systems. It Should Operate At Noise Levels Below 15 Db And Support A Service Life Exceeding 20,000 Cycles. Available Finishes Should Include Brushed Aluminum Silver Or Matte Black. Power Consumption Should Not Exceed 170W. Etc Complete As Per Specification Make - Albiral/ Solvision / Soltec, Item - Motorized Retractable Monitor Lift , Supply, Installation, Testing And Commissioning Of 7.5 -Inch Dual Side Display In Horizontal Orientation. Resolution Of Display Should Be 480 X 800 ( H X W). Connectivity - Ble5.2. Builtin Battery Life Should Not Be Less Than 2 Years With Minimum 4 Changes Per Day With Standard Table Top Accessories. Make - Televic / Panasonic / Brahler, Item - Electronic Name Plate , Central Conferenec Engine With Recording Capabilities. Integrated Dynamics Processor With Programmable Threshold, Ratio, Attack And Release Of Noise Gate, Agc And Limiter Functions. The Engine Should Support Following Microphone Mode: › Direct Speak. › Request. › Group Discussion. › Operator. › Hands-Free. Unit Should Have On/Off Power Botton And Volume Dial To Adjust System Volume. Dlp Switch To Enable And Disable Power To Conference Ports. Browser Based Configuration And Monitoring Software Included. 2 X Power Connectors, 4 X Conference Network Ports, 1 X Usb 2.0, 1 X Lan Port, 1 X Balanced Xlr Audio Input, 1 X Balanced Xlr Audio Output, 2 X Unbalanced Cinch Audio Inputs, 2 X Unbalanced Cinch Audio Outputs. Should Have 2 Redundant Dante Ports. Recording Capabilities: Internal (8Gb) Or External Storage Usb 2.0 (Upto 500Gb) And File Download (Mp3) With Single Push Button To Start Or Stop Recordings And Indicator Led. Audio Routing, Network Monitoring, Built-In Diagnostics Application And Camera Control (Look At Me) Capability. The Engine Should Be Capable Of Shielded Network Loop (Non-Propietory) Cabling, Maximum 80 M Between Two Conference Device And Single Loop Permits A Total Cable Length Of 400 M Or More And Automatic Redundance Using Additional Controller. It Shall Have Flexibility To Attach Wireless Conference Units As Well If Required In Future. Unit Should Support Voting & Interpretaion. For Interpretation, Default Of 11 Languages + Floor (Can Be Extended To 63 + Floor Compatibility). Option To Add Dante Network Card For Audio Over Ip In Case Required For Future Seamless Integartion. 19 Rack Mountable. 48V/5.62A Power Supply Included. Certification: Ce Make - Bosch/Televic/ Braheler, Item - Audio Conference Engine/ Controller , Integrated Flush Mount Delegate Conference Unit With Speaker Built-In And With Removable Microphone Capability. Tactile Microphone Push Button With Integrated Led. Built-In High-Quality Loudspeaker, Minimum 1W Or Better. Frequency Response: 200-20,000 Hz Or Better. Speaker Shall Automatically Muted When The Microphone Is Active, To Prevent Acoustic Feedback. Available In Custom Colors, Lengths, Finishes. Construction :Steel 3.5 Mm Stereo Jack Sockets For Headphone Connectivity. Connectivity: › 2 X Rj 45 Ethernet Port (In/Out - Interchangeable). › Loop Through, Daisy-Chain Cabling (Non-Proprietary). Usb C Push & Lock Socket To Connect A Removable Microphone. Microphone Input: › Dynamic Range : 90 Db Or Better › Frequency Response: 20-20,000 Hz Or Better › Thd: 0.1% Or Better Certification: Ce; Bis Make - Bosch/Televic/ Braheler, Item - Delegate Audio Conference Unit , Integrated Flush Mount Chairman Conference Unit With Speaker Built-In And With Removable Microphone Capability. Unit With Priority And Next-In-Line Configuration. Priority Button Silences All Delegate Microphones And Allows Only The Chairperson To Speak. Next-In-Line Button Gives The Floor To The Next Speaker In A Waiting List Of Speakers Who Requested To Speak. Tactile Microphone Push Button With Integrated Led. Built-In High-Quality Loudspeaker, Minimum 1W Or Better. Frequency Response: 200-20,000 Hz Or Better. Speaker Shall Automatically Muted When The Microphone Is Active, To Prevent Acoustic Feedback. Available In Custom Colors, Lengths, Finishes. Construction :Steel 3.5 Mm Stereo Jack Sockets For Headphone Connectivity. Connectivity: › 2 X Rj 45 Ethernet Port (In/Out - Interchangeable). › Loop Through, Daisy-Chain Cabling (Non-Proprietary). Usb C Push & Lock Socket To Connect A Removable Microphone. Microphone Input: › Dynamic Range : 90 Db Or Better › Frequency Response: 20-20,000 Hz Or Better › Thd: 0.1% Or Better Certification: Ce; Bis Make - Bosch/Televic/ Braheler, Item - Chairman Audio Conference Unit , Short Stem Removable 98Mm Microphone Is Equipped With Usb C-Based Push And Lock Connector Microphone Length: 97 × 33 × 33 Mm. Polar Pattern: Cardioid. Max Special @ 1Khz: 105 Db Special Or Better. Signal-To-Noise Ratio Referred To 1 Pa: 74 Db Or Better. Sensitivity @ 1 Khz : -35 Dbv/Pa Or Better. Frequency Response: 125 To 15000 Hz Or Better. Microphone With Ring Indicator To Light Up Red When Active And Green When In Request. Usb-C-Based Microphone Connector. Connection: Push & Lock. Certification: Ce Make - Bosch/Televic/ Braheler, Item - Removable Microphone , Supply, Installation, Testing And Commissioning Addtional Power Supply For Conference Units, Output Should Have 200W Or More Must Have Short Circuit Protection,Over Voltage Protection,Over Power Protection ,Over Temperature Protection , Must Have Bis Certifications.Oem Must Have Presence In India , Need To Submit The Incorporation Certifications During Technical Bid. Make - Bosch/Televic/ Braheler, Item - Additional Power Supply Unit For Microphone Controller , Supply, Installation, Testing And Commissioning Of Audio Routing Software It Allows You To Create Custom Configurations, Manage Inputs Outputs And Switch Between Configurations For Dante Channel Create New Custom Configurations ,Activate A Prepared Audio Configuration Edit, Duplicate And Delete A Configuration ,Switch Between Existing Configurations Visualize The Various Routing Groups As A Matrix ,Set Routing Options Manage All Inputs And Outputs (Auxiliary And Dante Levels) ,Set Mix Minus And Number Of Mix Minus Groups ,Route Translation Channels To Dante Select Microphones Or Loudspeakers As Always Active For User Input And Output Groups In Customs Configurations.Oem Must Have Presence In India , Need To Submit The Incorporation Certifications During Technical Bid As Per Specification. Make - Bosch/Televic/ Braheler, Item - All Required Softwares For Conference System , Supply, Installation, Testing And Commissioning Of Ceiling Speaker A) Driver: Two Way Driver Size: 6.5 Coaxial B) Rms Power: Not Less Than 70 Watt Or More C) Nominal Impedance: 8 Ohm Or 12 Ohm, 16 Ohm D) Transformer Taps: 60W/ 30W / 15W E) Frequency Range : Range (-10 Db) 75 Hz -19 Khz F) Dispersion - 110 Degree Or Better G) Sensitivity: Minimum 89 Db & Special 109 Db H) Certification Ce , En, Rohs /Ul Required Make - Jbl/ Qsc/ Bose, Item - Ceiling Speaker , Supply, Installation, Testing And Commissioning Of Four Channel Power Sharing Amplifier With Inbuilt Dsp And Dante. A) No. Of Channel: 4-Channel B) Wattage: Not Less Than 125 Watt Power Amplifier@ 8 Ohms. C) Class : Class D Type D) Dsp : Should Have Rj45 Connectivity. E) Power Output : Minimum 4X 125W @ 8 Ohms ,1 X 500 W @ 8 Ohms Better 1 X 550W , 1X500 @ 4 Ohms Or Better . F) Signal To Noise Ratio : 104 Db , 113 Db Dante Or Better, G) Frequency Response : 20 Hz To 20 Khz H) Input Impedance: 20 K? Balanced (+/- 5%) I) Protection: Thermal And Dc Protection. J) Thd +N .1%. Make - Crown/ Qsc/ Bose, Item - Power Amplifier , Supply, Installation, Testing And Commissioning Of Active Self Powered Column Speaker : A) System Type: Active Self Powered Colum Loudspeaker Array B) Driver Size: Min. 10 X 4 Driver Or Better C) Rms: 8X40 W @ 4 Ohms D) Nominal Impedance: 4 Ohms E) Special Peak: Not Less Than 89 Db F) Frequency Range: 130Hz - 18Khz G) Sensitivity: Not Less Than 89 Db I) Enclosure: Oem Mounting Bracket Included, Construction : Aluminium, Ce Certification Or More. It Is Inclusive Of Detailed Conditions, Re- Doing Till The Satisfaction, Getting The Desired Functionality Complete. Make - Jbl/ Qsc/ Bose, Item - Active Self Powered Column Speaker , Supply Of Loudspeaker Shall Be A 32-Inch (800 Mm) Slim Column Design With Wide 160° Horizontal And 60° Vertical Coverage, Incorporating A Built-In 10° Down-Tilt For Optimal Listening Area Coverage When Mounted Flush To A Wall. It Shall House Four 5 In × 2.25 In (125 Mm × 55 Mm) Racetrack Woofers And Two 0.8 In (20 Mm) Tweeters, Delivering A Frequency Response Of 85 Hz - 20 Khz, Peak Special Of 116 Db, And Continuous Power Handling Of 150 W (600 W Peak, 2 Hrs) With 300 W Program Rating. The Unit Shall Include A 60 W Multi-Tap Transformer For 70 V/100 V Operation With Taps At 60 W, 30 W, 15 W (Plus 7.5 W At 70 V) And An 8 O Bypass Mode. Etc Complete As Per Specification. Make - Jbl/ Qsc/ Bose, Item - Loudspeaker , Supply, Installation, Testing And Commissioning Of 19 1Ru Processor Mainframe With Sixteen User-Configured Card Slots . Selectable 48 & And 96Khz Sampling Rates. Integrated License-Activated Aec. Dual-Core Processing 40-Bit Floating Dsp. Rear Panel Includes An Ethernet Module With An Rj45 Connector And Dante Channel 64X64 Installation Of Channels Of Dante Network Audio. 1 Rj45 Dante And Single Rj45 Ethernet Connectors. 12 Mic/Line Inputs, 8 Line Output . 32-Bit Digital To Analog Converters , Rs 232 Port, Usb Audio Port For Software Vc Application As Required As Per Specification. Make - Solaro/Xilica/ Bss/ Biamp, Item - Digital Signal Processor , Supply, Installation, Testing And Commissioning Of Wireless Digital Handheld Microphone With 18 Or More Channel, Rf Output 100Mw Or More, Super Cardiod Pickup Pattern, Frequency Range : 1880 To 1930 Mhz, Connectivity : Rj-45, 256-Bit Aes Encryption (Specifications Includes Single Microphone Set Of Transmitter And Receiver) With Charging Tray Etc. Complete As Required. Make - Sennheiser/ Shure/ Bosch, Item - Wireless Handheld Microphone , Supply, Installation, Testing And Commissioning Of A Compact, Modular Android-Based Video Conferencing Codec Powered Exclusively Via Poe+ (Ieee 802.3At Class 4) To Ensure Simplified Rack Or Display Mounting Without External Power Supplies. The System Must Support Native 4K Ultra Hd (3840 X 2160) Resolution On Dual Displays And Utilize H.264 Avc And H.265 Hevc Video Compression Standards. Integrated Hardware Interfaces Shall Include One Hdmi Video Input, Two Hdmi Video Outputs, One Usb Type-C Port Supporting Displayport Alt Mode And Usb Device Mode, One Usb 3.0 Type-A Port, And A Dedicated Link-Local Network (Lln) Rj45 Port For The Direct Connection Of Ip-Based Audiovisual Peripherals. The Unit Must Feature Built-In Wi-Fi 6 (802.11Ax) And Bluetooth 5.2 Connectivity, Support Enterprise-Grade Security Protocols Including 802.1X And Aes 128/256 Encryption, And Provide Management Capabilities Via Cloud-Based Platforms And Standard Rest Apis. And Comes With A 3-Year Oem Warranty. Make - Hp-Poly / Avaya / Cisco, Item - Video Conference Codec System , Supply, Installation, Testing And Commissioning Of A Professional 4K Ptz Camera Featuring A High-Sensitivity 1/2.3-Inch Type Cmos Sensor And An Advanced Image Processor Capable Of Delivering 4K Uhd Resolution At 30Fps And Full Hd At 60Fps With 4:2:2 10-Bit Color Sampling. The Unit Shall Be Equipped With A Built-In Lens Offering A Minimum 20X Optical Zoom (Approx. 29.3 Mm To 601 Mm Equivalent) And Must Utilize A Hybrid Auto Focus System And Optical Image Stabilization To Ensure Image Stability And Clarity. The Pan-Tilt Mechanism Shall Provide Precise Movement With A Pan Range Of At Least ±170° And A Tilt Range Of -30° To +100°. For Connectivity, The Camera Must Support Simultaneous Video Output Via Hdmi, Ip, And Usb-C (Uvc Standard) To Facilitate Web Conferencing. The System Should Have Native Support For Advanced Streaming Protocols Including Ndi|Hx, Srt, Rtmp/Rtmps, And Rtsp, As Well As Standard Serial And Ip Control Protocols. The Device Shall Include A 3.5 Mm Microphone Jack For Audio Embedding And Must Support Power Delivery Via Poe+ (Ieee 802.3At) For Single-Cable Installation. Etc Complete As Per Required. Make - Aver / Canon / Sony, Item - Ptz Camera , Supply, Installation, Testing And Commissioning Of Multicamera Speaker Tracking Station With Operation System Embedded Linux. Device Should Be Able To Process Four Network Camera Source And Two Physical Content Sources. Device Must Have Video Input Interface Such As 2 X Hdmi/Vga, 4 X Full Hd Network Camera With Resolution Range (Inputs) Hdmi : 480I~1080P60 Vga : 480I~1080P60 Rtp/ Rtmp/ Rtsp, Max. 1080P ,Device Must Have Video Output 1 X Hdmi 1080P60, 1 X Vga 1080P60.Device Must Support Overlay Images Multiple For User Defined. Device Must Support Video Output Layout - Multiple Layouts For Pre-Defined, Including Full Screen / Picture-In-Picture / Picture-By Picture / Multi-Channel Split Screen, Should Support Camera Control Visca/ Pelco-D/ Pelco-P/ Onvif Profile S/ Visca Over Ip.It Should Support Mouse Device Through Usb Interface Connection ,It Should Support Rs-232 Port And Tcp Api Command For System Integration.It Should Have A Provision Of Output Switching According To The Setting Of Push-To-Talk Buttons With Compatible Conference Microphone System ,It Should Have Built-In Web-Based Admin Backstage. Sending Control Command Through Tcp Api Etc Complete As Per Required. Make - Arec/ Amx/Ordain, Item - Multicamera Tracking Device , Supply, Installation, Testing And Commissioning Of 4K Hdmi To Usb Capture Card , Hdmi 2.0 Support - Hdmi Video Input Supports Resolutions Up To 4096×2160P@60 4:4:4, Hdr, And 10-Bit Per Channel Deep Color ,Usb 3.0 Capture - Uvc Video Output Supports Resolutions Up To 3840×2160P@30Fps ,Audio Input Embedded - Audio Input Support Includes Analog Stereo Audio And Hdmi Embedded Audio Support For Popular Os Platforms - Windows 10 (64-Bit), Macos (10.12 Or Newer) Uvc Software Compatible - Supports Zoom, Teams, Webex, Skype, Slack, Discord, Bluejeans, Gotomeeting, Vlc, And More As Per Specification. Make - Kramer/ Blustream/Amx, Item - Hdmi To Usb Capture Card , Supply, Installation, Testing And Commissioning Of All-In-One Conferencing And Collaboration Engine Shall Be A Compact, Windows-Based Unit Designed For Continuous Operation, Supporting Popular Uc Platforms Such As Microsoft Teams, Zoom, And Webex Without Additional Hardware. It Shall Feature Wireless Content Sharing Via Airplay And Miracast, Built-In Document Viewing, And Access To Network Drives For Local Or Remote Content Retrieval. Hardware Specifications Shall Include An Intel® I5 Processor Or Higher, Minimum 8 Gb Ram Or More, 256Gb Ssd Storage Or More, Hdmi Output Supporting Up To 4K @ 60 Hz, Multiple Usb-A And Usb-C Ports, And Gigabit Ethernet. The Unit Shall Integrate Seamlessly With Cameras, Microphones, Dsps, Offering Quick Boot, Wake-On-Lan, And Auto Power-On Functions.Supply Along With Wireless Keyboard & Mouse Etc Complete Required As Per Specifications. Make - Intel/ Dell/ Ordain, Item - Soft Vc Codec Mini Pc , Supplying, Installation, Testing & Commissioning Of Of Cabling Cubby With 2 Power 4 Pass Through Cable Manager With 1 Hdmi, 1 Usb C, 1 Lan Cable And Usb Charging With 18W & 65 W Etc. Make - Extron / Amx/ Kramer, Item - Cable Cubby , Supply, Installation, Testing And Commissioning Of 4K60 4:4:4 Video Over Ip Encoder, Wall Plate With Poe Support, Should Have Hdmi 2.0 & Hdcp 2.2 & Edid Management, Shall Have Hdr10+, Should Have Minimum 1X Hdmi And 1X Usb-C Input And A Usb-C Input Must Support Both Audio, Video And Usb 2.0 Transport Of Full-Bandwidth Usb 2.0 Signals On A Single Connector, Support Embedded Audio On Hdmi, Usb-C Or Analog Stereo, 8Ch Pcm And Stereo 2-Channel Analog Audio Formats , Latency Should Be Less Then 17-Ms At 60 Fps, Must Have High Security Network Support Including Multicast, Vlan Tagging And Qos, Encoder Should Support Poe/Poe+ Standards And Low-Power Mode For Energy Savings, Should Have Open Standard Control Api. Regulatory Compliance Ul, Fcc, Jitc And Ce. Make- Extron/ /Amx /Lightware, Item - Encoder , Supply, Installation, Testing And Commissioning Of 4K60 4:4:4 Video Over Ip Decoder, Wall Plate With Poe, Should Have Hdmi 2.0 & Hdcp 2.2 & Edid Management And Decoder Must Have Built-In Scaler To Up-Scale And Downscale Encoder Streams To Support Display Resolution Natively, Shall Have Hdr10+, Should Have Minimum 1X Hdmi Output Port, And 2 X Usb 2.0 Ports For Hid And Usb Peripheral Support, Should Have Built-In 1 X Ir And 1 X Rs232 Control Ports, Should Have Analog Stereo, 8Ch Pcm And Stereo 2-Channel Analog Audio Port, Latency Should Be Less Then 17-Ms At 60 Fps, Must Have High Security Network Support Including Multicast, Vlan Tagging And Qos, Decoder Should Support Poe/Poe+ Standards And Low-Power Mode For Energy Savings, Should Have Open Standard Control Api. Regulatory Compliance Ul, Fcc, Jitc And Ce. Make - Extron/ /Amx /Lightware, Item - Decoder , Supply, Installation, Testing And Commissioning Of A/V Controller, Controller Must Have Minimum 1 X Rs232/Rs422/Rs485 Serial Port, 3 X Rs232 Serial Ports, 4 X Ir/One-Way Serial Ports, 4 X Relay Ports, 4 X Gpio Ports, Controller Must Have One Lan Port For 10/100 Base-T For Ethernet Communication, Controller Must Have Dual Lan Ports To Create An Isolated Network For Av Controlled Devices. Controller Must Have Minimum 4Gb Of On-Board Ddr3 Ram, It Must Have A Commercial Grade 8Gb Emmc Non-Volatile Memory Storage Chip, Providing Reliability In High-Access 24/7 Environment, Controller Must Have A Usb-A Host Port Available For Use With Mass Storage Devices For Convenient Logging Capabilities As Well As To Connect Other Devices Such As The Ir Receiver To Add Ir Controls As An Input To The System, Controller Must Supports Ipv6, Must Have 802.1X And Https Security, Controllers Without Support Of Ipv6 And Advanced Security Integration Will Not Be Accepted, Controller Must Support Unlimited Number Of Scripts Simultaneously, Standard And Flexible Programming, Supporting Advance Scripting In Multi Standard Languages, Also Natively Support A Flow-Based Programming Environment Like Low-Code/ No-Code Environment, Controllers Lacking The Standard Architecture, Lacking Flexibility Of Programming Will Not Be Accepted, Controller Must Support Harsh Operating Temperature 0° C To 50° C (32° F To 122° F) To Avoid Hanging And Failures, Controller Not Meeting The Operating Temperature Requirement Will Not Be Accepted,Controller Must Have Regulatory Compliance : Ices 003, Ce En 55032, Aus/Nz Cispr 32, Ce En 55035, Ce En 62368-1, Iec 62368-1, Ul 62368-1, Vcci Cispr 32, Rohs / Weee Compliant And Jitc. Make - Extron/ Lightware/Amx, Item - Av System Master Controller / Processor , Supply, Installation, Testing And Commissioning Of Wireless Touch Panel Minimum 10 Inch Size Having 64 Gb Inbuilt Menory With Wifi. All Complete With Required Docking Station And Software License For 3Rd Party Integeration. Make - Apple / Samsung / Amx, Item - Touch Panel , Supplying, Installation, Testing & Commissioning Of Wireless Presentation System. Should Have Support For Operating System Windows 10 And Higher Macos 11 (Bigsur) And Higher Android V9 And Higher Ios 12 And Higher,Video Outputs 4K Uhd (3840*2160) @ 30Hz. Hdmi 1.4B Or Usb-C Displayport 1.2 (Only Gen2) Audio Output Hdmi Usb 1 X Usb-A, 1 X Usb-C Or 2 App Desktop & Mobile Native Protocols Airplay, Google Cast, Miracast* Maximum Number Of Simultaneous Connections (With Buttons And/Or App) 32 Noise Level Max. 25Dba @ 0-30°C Max. 30Dba @ 30-40°C Authentication Protocol Wpa2-Psk In Stand Alone Mode Wpa2-Psk Or Ieee 802.1X Using The Network Integration Mode Wireless Transmission Protocol Ieee 802.11 A/G/N/Ac And Ieee 802.15.1 Reach Adjustable With Signal Strength Modulation; Max. 30M (100 Ft) Between Button And Base Unit Frequency Band 2.4 Ghz And 5 Ghz Frequency Band 2.4 Ghz And 5 Ghz (Dfs Channels Supported In Select Number Of Countries) Connections 1X Ethernet Lan 1Gbit 1X Usb-C 2.0 (Front); 1X Usb-A 2.0 (Front) - Only Gen2: 1X Usb-C 3.0 (Front); 1X Usb-A 3.0 (Front) (Peripheral Support) No Local View Yes Network Connection Lan & Wifi Etc Complete Required As Per Specifications. Make- Barco / Kramer / Wolflvision, Item - Wireless Presentation Device , Supplying, Installation, Testing & Commissioning Of Of 48 # 1G Base-T Copper Poe+ Ports ,04 # 1/10G Base-X Fiber Sfp+.Ethernet: Out-Of-Band 1G Port ,Console: Usb-C ,Storage: 2 X Usb-A ,Half-Width 1 Or 2-Unit 1U Rack Mount ,Cpu: Quad-Core Cortex-A57 Armv8 1.8Ghz 64-Bit Ram: 2 Gb Ddr4 ,Packet Buffer Memory: 16 Mb ,Flash: 512Mb Nand 8-Bit Ecc ,236W (Base) Poe Budget With Internal Psu ,Up To 1440W Poe Budget With 3 Psus(1 Internal + 2 Modular Psu) In Eps Mode ,Stack Height: 8 Switches Switching Fabric: 176 Gbps Line-Rate (Non Blocking Fabric) ,Throughput: 130.94 Mpps ,Forwarding Mode: Store-And-Forward Address Database Size: 16,000 Mac Addresses (48-Bit Mac Address), Network Switch Should Be Compitable With Av Over Ip Protocol. Etc As Per Specification. Make - Cisco/ Netgear/ Hp, Item - Layer 3/2 For Networking And Av Over Ip Switch , Supplying, Installation, Testing & Commissioning Of Dual-Band Wi-Fi 6 Router Delivers Speeds Up To 1500 Mbps Across The 2.4 Ghz And 5 Ghz Bands, Making It Ideal For Smart Homes And Small Offices. It Features Four High-Gain External Antennas For Extended Coverage Up To 2500 Sq. Ft., Along With One Gigabit Wan Port And Three Gigabit Lan Ports For Reliable Wired Connections. Advanced Security Protocols Like Wpa3 Ensure Safe Browsing, While Ai-Powered Features Such As Mesh Optimization, Traffic Management, And Parental Controls Enhance Performance And Usability. The Router Is Easy To Set Up Via A Dedicated Mobile App And Runs On A 12V/1A Power Adapter. Dual-Band Wi-Fi 6 Router Delivers Speeds Up To 1500 Mbps Across The 2.4 Ghz And 5 Ghz Bands, Making It Ideal For Smart Homes And Small Offices. It Features Four High-Gain External Antennas For Extended Coverage Up To 2500 Sq. Ft., Along With One Gigabit Wan Port And Three Gigabit Lan Ports For Reliable Wired Connections. Advanced Security Protocols Like Wpa3 Ensure Safe Browsing, While Ai-Powered Features Such As Mesh Optimization, Traffic Management, And Parental Controls Enhance Performance And Usability. The Router Is Easy To Set Up Via A Dedicated Mobile App And Runs On A 12V/1A Power Adapter. Make - D-Link/ Tplink/ Netgear, Item - Wireless Router , Supplying, Installation, Testing & Commissioning Of Hdcp Compliant Gold- Plated 1.8 Mtrs. Hdmi Cable Patch Cord Etc. Complete As Reqd. Make - Lintek/ Kramer/ Tasker, Item - Hdmi Cable , Supplying, Installation, Testing & Commissioning Of Type C To Type A Usb Cable 10 Mtr. As Per Specification. Make- Lintek/ Kramer/ Tasker, Item - Usb Cable , Supplying, Installation, Testing & Commissioning Of 2X16 Awg Twisted Loudspeaker Cable, Flame Retardant Pvc Avml Sheath, O.F.C. As Per Specification. Make - Kramer/ Tasker/ Belden, Item - Speaker Cable , Supply Of 2X0,35 Mm² (22Awg) Low Capacitance Supreme Microphone Balanced Cable ,Braided Shielding O.F.C. Tinned Copper Covering 90%. Operative Temperature -15/+70°C Etc Complete Required As Per Specifications. Make- Kramer/ Tasker/ Belden, Item - Microphone Cable , Supplying, Installation, Testing & Commissioning Of Cat-6 A Cable As Per Specification. Make - Legrand/ Commscope/ D-Link/ Derwiser, Item - Cat6/ Cat6a Cable, I/Os, Patch Panel, Face Plate, Panel Rack , Supplying, Installation, Testing & Commissioning Of Of 32 U Equipment Rack With Locking Wheel, Cooling Fan , Cable Manager Tray, Power Strip Etc As Per Specification. Make - Valrack/ D-Link/ Rtech/ Dynamic/Ordain, Item - Networking Rack , Skilled Manpower For Three Years Operation , Supplying And Fixing Of Acoustic Panel/Tile With Taper Edge Having Sizes 600X600/600X1200mm And Thickness Of 25 Mm Insulating Material Made From Fibers Of Glass Arranged Using A Binder Into A Texture Similar To Wool. The Process Traps Many Small Pockets Of Air Between The Glass, And These Small Air Pockets Result In High Thermal Insulation And Sound Absorption Properties. Panel Installed System Should Provide Absorption Coefficient Of A 0.94 @ 4000 Hz As Per Is:8225-1987 (Equivalent To Iso: 354-1985 & Astm 423-90). To Be Installed Direclty On Existing Gypsum Ceiing With Hidden Aluminium H Profile. Make - Baux, Himalyan Acoustics, Armstrong, Knauf, Item - Acoustics Panels/Tiles , Providing And Fixing Of Stretch Fabric Simple System With 600X1200x25mm Tile Made With Wood Fibre 1Mm Width Cement Composites Tile. Fabric Colour As Per Consultant/Client Choice. Acoustical Infill Of 300 Gsm Absorb Wool Thickness 10Mm Which Is Adhered To The Acoustical Panel On The Front Side. Then 12Mm Vinyl Tracks Are Screw Fixed On The 8 Mm Thick And 50Mm Wide Ply Strips. Then The Fabric Is Stretched Over The Vinyl Tracks. The Installed System Should Provide Nrc Of 0.74. Should Have Complied With Anti Bacterial Test As Per Jis-Z2801-2010. To Be Installed Directly On Walls Covered With Veneer And Ply. Make - Baux, Himalyan Acoustics, Armstrong, Knauf, Item - Stretch Fabric Panels
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 3
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48.
Defence #9609235 AOC
Tender For Additional / Alternator To Bldg. No P-51 (Or Md Accn), Provision Of Main Lt Panel With Three Phase Energy Meter In Dd Line And Provision Of 01 X Toilet Bathroom In Adm Area At Mil Stn Yol.; 1 Taking down chowkats or frames including shutters (without taking off shutters from the frame) not exc. 1.5 Sqm each and removing from site, complete all as specified and directed. 2 Taking down chowkats or frames including shutters (without taking off shutters from the frame) exc. 1.5 Sqm but not exc. 4 Sqm each and removing from site, complete all as specified and directed. 3 Pressed steel frames of size 105x60mm for door with one or more rebates including necessary fixing lugs, hinges, lock strike plate, 25x3mm flat iron 230mm long hold fast etc, complete all as specified and directed. 4 Pressed steel frames of size 125x60mm for door with one or more rebates including necessary fixing lugs, hinges, lock strike plate, 25x3mm flat iron 230mm long hold fast etc, complete all as specified and directed. 5 PCC M-10, nominal mix, C-0, using 12.5mm graded mechanically crushed stone aggregate as in filling in door frame and mass concrete, complete all as specified and directed. 6 Flush door shutters 35mm thick, solid core construction with block board core and plywood face panels commercial type on both sides, complete all as specified and directed by Engr-In-Charge. 7 Factory made 2nd class hard wood (Sal) glazed and Skelton door shutters 35mm thick open rebated and prepared to receive glass gauge etc (without sash bars) edges of framing plain chamfered or rounded fitted with cut and mitered beads for securing glass or gauge etc., size of members of shutter as specified in clause 8.24 (a) of part-I, fitted to chowkats, complete all as specified and directed. 8 Steel window 1.25mm thick box type (Primer coated) ERW hollow P section of size 85mm x 35mm double rebated comprises gauged, glazed skelton shutter (for glass and wire gauge)ERW Sec 50mm x 20mm and 1mm thick with two openable leaf consiting two Nos sash bar of T-Section 20mm x 3mm complete welded to frame with one vertical mullion of ERW box type T-section of size 30mm x 25mm and 1.25mm thickincluding cutting holes and making good dismantled portion in PCC M-15, type B-0 (04 Nos for each window, steel duly painted with one shop coat of zinc chromate primer on prepared surfaces) and finishing the surfaces to match with existing including following fitting welded to frame shutter:- (i) Hold fast, 150mm long of 12mm x 3mm made to shape -04 Nos per window. (ii) Handle of Z section 20mm x 25mm, 100mm long -1 No per leaf. (iii) MS tower bolt 150mm long - 2 No per leaf. (iv) Z section 20mm x25mm, 100 long stopper - 1 No per leaf. (v) Cleat 65mm long of hollow square 15mm x 20mm x 63mm welded to hinge -1 No per leaf. (vi) Mild steel butt hinge of size 75mm x 12mm - 2 Nos per leaf. (vii) Flat iron fillets of size 20X3 mm for fixing wire gauge. (viii) Fabrication & fixing arrangement as per drg No. CEPZ/ TD 06/07. Make : As per Appendix C. Note:-(i) Above referred drawing has not been made part of tender. The same can be seen in the office of GE during working hours on any working day. 9 M&L WPC (Wood Polymer Composit) Double Prelam Door Frame (Chowkhat) of Size 120mm x 50mm with a wall thickness of 5mm(+/- 0.25), made out of extruded 5mm(=0.25) mm thick PVC Sheet of Density 600kg/cbm manufactured y an ISO 9001-2015 certified company and by joining 3 Nos heat moulded PVC Sections. The high section of size 35 x35 mm shall be maid from plain colour PVC sheet of 5mm(=/- 0.25 mm) thickness. The inside section will be covered with 5mm thick PVC sheetC shape covering section of size 120mm x 50mm. At centretop position 5mm(+0.25mm) thick 50 x50 x50 mm pattam section should be pasted with solvent cemen adhesive to make double pattam of frame. The frame shall be mitre cut at two corners & joined with 4 nos of 150mm long L brackets of 19 x 19 mm MS square, Tube or fusion heat welding process. The two vertical door frames are to be reinforced with 25 x 25 mm MS square Tube of 19 gauge throughout the frame. The Door Frame shall be fixed to the wall using 8/100mm fischer screws. A minimum of 4 nos of screws to be provided for each vertical member & minimum 2 Nos. for horizontal member etc. complete as per manufactures specification & direction of engineer-in charge. 10 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid decorative type flush door shutter of size 30mm thick comprising of solid core single Leaf Flush Door of 25mm thickness, lipped with 15mm (5mm x 3) thick x 30 mm width on one stiles and top rails & 10mm (5mm x 2) thick x 30 mm width on the other stiles & bottom rails. The inner panel Laminated with 2mm thick termite proof, water proof & fire resistant moulded PVC sheet with 2,4,6 raised panel design in different plain &/or prelam colors on one side after routing the mouldd design on flush door & 2mm plain and/or prelam PVC sheet on other side using rubber based adhesive on flush door & solvent cement adhesive on the lipping etc. complete as per direction of Engineer-in-charge, manufactures specification and drawing. 11 Sheet glass 3mm thick ordinary quality and glazingwith oil putty/aluminium beads in squares, not exc. 0.5 Sqm in each pane, complete all as specified and directed. 12 Figured glass, pin head type3mm thick and glazing with oil putty in squares n exc 0.5 Sqm in each pane, complete all as specified and directed. 13 Stainless steel wire cloth 0.36mm nominal dia of wire and average width of aperture 1.40mm and fixed with tinned tacks of glavanised wire staple fixed with stainless steel wire staples, fixed, complete all as specified and directed. 14 Applying two coats of synthetic enamel paint over a coat of pink primer on new wood or wood based surfaces of any description, exc. 10cm width or girth including preparation of surfaces, complete all as specified and directed. 15 Extruded aluminium alloy handles (ISI marked, fabricated type, anodised, of size 150mm, complete all as specified and directed. 16 Aluminium anodised, (ISI marked), barrel tower bolts of extruded section, length of bolt 200mm, fixed, complete all as specified and directed. 17 Butt hinges (ISI marked), medium weight, cold rolled, mild steel 100mm long, complete all as specified and directed. 18 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 and fixed, length of bolt 250mm with lipping frame to match, complete all as specified and directed. 19 Ordinary rat tail rod pattern springs 300mm, including roller and roller plate complete all as specified and directed. 20 S&F for Steel locking bolts with mild steel electrogalvanised plate and bright bolt not less than 10mm dia 100mm size all as specified. 21 Mild steel framed work such as grills, gratings, etc with ends of bars shouldered and/ or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed ballusters walk ways; railings; framework of water tanks and similar work conforming to Fe.290. Gde-E-165, complete all as specified and directed. 22 2nd classhard wood Plain, solid, straight chowkats and frames, wrought, framed rebated on the solid, rounded or chamfered, put together with glue pinned at joints, supplied and fixed, complete all as as specified and directed. 23 Prelaminted particle board 18/19mm thick interior grade prelaminated both side with decorative choice lamination and other side balancing white lamination and fixed with screws to timber frame work as on wall panelling cup boards shutters/shelves (sliding or fixed), complete all as specified and directed. 24 Extra over rates of 18/19mm thick block board or veneered particle board/ prelaminated board for external teak wood lipping, 6mm thick fixed with nails, complete all as specified and directed. 25 Continuous (piano) hinges, mild steel, bright finish or electrogalvanised Width of flaps (when open) in 40mm, complete all as specified and directed. 26 Extruded aluminium alloy handles (ISI marked), fabricated type, anodised, of size 75mm, complete all as specified and directed. 27 Ball catches with 8mm dia steel ball, and brass body and striking plate including letting in and fixed, complete all as specified and directed. 28 Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing and rubbish of the premisses, complete including removal of debris to a distance exc 1.50 km but n.exc 2 km, complete all as specified and directed. 29 Demolition of cement concrete (unreinforced) in ground floors and pavings n.exc 15cm thickness (below or above ground level) complete including removal of debris to a distance exc 1.50 km but n.exc 2 km, complete all as specified and directed. 30 Non skid, Premium class I grade, coloured, ceramic tiles, 7 to 8mm thick (Square/ rectangular) area of each tile exc. 0.06 Sqm but not exc. 0.11 Sqm, in floors and the like, set and jointed in neat cement slurry and pointed in coloured cement to match, laid over and including 15mm thick screed bedding layer in cement mortar 1:6 (1 cement : 6 coarse sand), complete all as specified and directed. 31 Non skid, Premium class I grade, coloured, ceramic tiles, 7 to 8mm thick (Square/ rectangular) area of each tile exc. 0.18 Sqm but not exc. 0.38 Sqm, in floors and the like, set and jointed in neat cement slurry and pointed in coloured cement to match, laid over and including 15mm thick screed bedding layer in cement mortar 1:6 (1 cement : 6 coarse sand), complete all as specified and directed. 32 Non skid, Premium class Igrade, coloured, ceramic tiles, 7 to 8mm thick (Square/ rectangular) area of each tile exc. 0.18 Sqm but not exc. 0.38 Sqm, as in skirting, dado etc . set and jointed in neat cement slurry and includingincluding 10mm thick rendering in cement mortar (1:3) including necessary cutting as per site requirement complete all as specified and directed. including necessary cutting and waste as per site requirement pointed in white or coloured cement to match, complete all as specified and directed. 33 Glazed coloured tiles of size 450x350x7mm thick as in vertical surfaces such as jointed in neat cement slurry and pointed with coloured cement to match and including 10mm thick plastering in cement mortar 1:3 (1 cement : 3 coarse sand), complete all as specified and directed. 34 Machine cut kota stone slab flooring 18-20mm thick of size not less than 550 mm X 550mm as per sample kept in GE’s office, laid and jointed with grey cement slurry mixed with pigment to match the shade of slab, as in floor etc, laid over and including 15mm screed layer in cement mortar 1:4 (1 cement : 4 coarse sand), cutting, rubbing, grinding and polishing to achieve mirror finish, laid over PCC sub base, complete all as specified and directed. 35 Treatment of soil under existing floors using emulsion @ one litre 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 as specified and directed. 36 Plain cement concrete M-15, nominal mix, type B-0, using 12.5mm graded mechanically crushed stone aggregate as inflooring, 25mm thick, surface finished even and rough to receive top finish or chamfering of RCC chajja with proper slope to drain off storm water surface, complete all as specified and directed. 37 Plain cement concrete M-10, nominal mix, type C-2, using 40mm graded mechanically crushed stone aggregate, 50mm thick as in plinth protection etc., surface finished even and smooth without using extra cement and laid to a slope of 1 in 24 in alternate panels n.exc. 1.20 Sqm each, 12mm wide and 5cm deep joints shall be formed between the bays and shall be filled with mastic filling comprising a mixture of one part of heated blown bitumen VG-10 and two parts of heated coarse sand (by volume), complete all as specified and directed. Note:- The unit rate include for use of form work (straight or curved). 38 Demolition of cement concrete (un-reinforced) of any description and any position not otherwise specifically provided for, including removal of debris to a distance exc 1.5 km but n.exc 2 km, complete all as specified and directed. 39 Plain cement concrete 1:5:10, nominal mix, type E-2, using 40mm graded mechanically crushed stone aggregate as in sunken floors, filling and mass concrete, complete all as specified and directed. 40 Water proofing treatment of sunken floor using SHALIURETHANE- BTD OF STP MAKE OR EQUIVALENT as approved by GE, high solid content single component water based liquid applied elastomeric water proofing membrane as ASTMC 836 and ASTMD 6083, thickness of the membrane shall be 1.5mm, having solid content of more than 80% elongation of 500+(-) 50%, laid over reinforcing layer on non woven geo-textile mesh of 40/50, 50 gms, including applying self primer coat by diluting with 1:1 ratio @ 0.4 kg per sqm and surface including 10 mm thick 1:3 plaster including cleaning of existing treatment complete all as specified and directed 41 Rendering cement plaster 10mm thick in cement mortar 1:4 (1 cement : 4 coarse sand) in two layers ( 5mm thick first layers and 5mm thick 2nd layer) mixed with WPC @ 3% weight of cement on fair faces of brick wall or concrete surfaces, surface finished even and smooth without using extra cement, complete all as specified and as directed by Engr-In-Charge. 42 Plain cement concrete M-15, nominal mix, type B-1, using 20mm graded mechanically crushed stone aggregate as in sunken floor, 25mm thick, surface finished even and fair, complete all as specified and directed. 43 Mild steel galvanized iron water tubing 32mm bore with screwed & socket joints, medium grade, in short lengths, with and including all fittings, such as sockets, bends, elbows, unions, tees, diminishing pieces etc. as in spout of sunken floor, including taking down old pipe, complete, all as specified and directed. 44 75mm thick Plain cement concrete M-10 nominal mix, C-2, using 40mm graded mechanically crushed stone aggregate as in sub base flooring, complete all as specified and directed. 45 Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, 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 and including 50mm thick compacted bed of fine 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 specified and directed. 46 Dismantling stone slabs and tiles of any description or thickness, laid bedded and pointed in any mortar in floors, aprons etc.including removal of debris to a distance exc 1.5 km but n.exc 2 km, complete all as specified and directed. 47 Demolition of cement concrete (reinforced) of any description and any position not otherwise specifically provided for, including removal of debris to a distance exc 1.5 km but n.exc 2 km, complete all as specified and directed. 48 TMT steel 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, complete all as specified and directed. 49 TMT steel bars 5 to 10mm dia 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 0.90mm dia or securing with clips as in stirrups, spacers and binders, complete all as specified and directed. 50 Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work, not exceeding 200mm thick (Horizontal or sloping)etc. for fair finished flat surfaces of concrete, complete all as specified and directed. 51 Marble 18 to 20mm thick, green marble, (table rubbed and polished and moulding of outer edges) as in kitchen cooking platform /shelf and verticle surfaces duly machine cut in skirting /dado and like laid over and including 15mm thick screed bed in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with marble shade green marble type, complete all as specified and directed. 52 Reinforced cement concrete, M-15 (Nominal mix), type B-1, (with 20mm graded crushed 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 formwork, complete all as specified and directed. 53 Rounding to edges of stone slabs one edge, such as in steps, cooking platform, and other similar situations 54 Dismantling and breaking up PVC drain pipes 75/110mm dia, fixed to walls, laid in floors or in trenches and removal of demolished materials from the site, complete all as specified and directed. 55 PVC (SWR) floor trap, plain with grating including jointing with solvent cement, dia of outlet 75mm, fixed, complete all as specified and directed. 56 PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in floors, trenches, of bore 110mm, complete all as specified and directed. 57 PVC (SWR) pipes single socketed, in any length with rubber ring joints, in floors, trenches, of bore 75mm, complete all as specified and directed. 58 PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to wall with adjustable clamps of bore 110mm, complete all as specified and directed. 59 PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to wall with adjustable clamps of bore 75mm, complete all as specified and directed. 60 PVC (SWR) junction single, (Single T) equal or unequal, 75mm bore, provided with oval access door, fixed in repair, complete all as specified and directed. 61 PVC (SWR) junction single, (Single T) equal or unequal, 110mm bore, provided with oval access door, fixed in repair, complete all as specified and directed. 62 PVC (SWR) bends any radius, 110mm bore jointed with solvent cement (fitted with or without oval access door), fixed in repair, complete all as specified and directed. 63 PVC (SWR) bends any radius, 75mm bore jointed with solvent cement (fitted with or without oval access door), fixed in repair, complete all as specified and directed. 64 PVC (SWR) vent cowl 110mm bore fixed in repair, complete all as specified and directed 65 Rotational moulded polyethylene water storage tank 500 Ltrs capacity (cylindrical vertical with closed top) hoisted and fixed in position including PVC float ball valve 20mm dia epoxy coated aluminium rod with polythene float and fly nut, tank nipples with check nuts and washers complete and making connections with existing water supply line, complete including taking down old tank and removng to store all as specified and directed. 66 Brass chromium plated Wall mixer with provision of long bend pipe with connecting legs and wall flanges screwed down for iron pipe and fixed, complete all as specified and directed. Make:Cat. No.: F2002401 of CERA orequivalent in makes specified in Appendix C. 67 Brass CP sink mixer swan neck for mixing hot & cold water screwed down for iron pipe and fixed, complete all as specified and directed. Make:Cat. No.: F1020501of CERA or equivalent in makes specified in Appendix C. 68 Chromium plated centre hole Mixer for Wash hand basin for mixing hot or cold water with 450mm braided connection pipe (without pop-up) screwed for iron pipe, complete all as specified and directed.Make:Cat. No.: F12002461 of CERA or equivalent in makes specified in Appendix C. 69 Vitreous Chinaware squatting pan, ‘Orrisa pattern’ size 580 mm x 440 mm, snow white, with Cast iron ‘P’ or ‘S’ trap, front or back inlet, integral foot rest with provision of plain cement concrete M-15, type B-1 using 20mm graded crushed stone aggregate and making connection to trap complete all as specified, fixed in repair, complete all as specified and directed. Cat. No.: CABLE 3020105of CERA or equivalent in makes specified in Appendix C 70 Supply and fixed in repair PVC valveless, crystal white, syphonic action type flushing cistern 10 litres capacity low level with inlet, ball valve, float and handlewith brackets including 32mm dia PVC long bend flush pipe 90cm long snd 15mm dia PVC connection 600mm with CP brass coupling nuts and PVC washers at both ends, fixed, complete all as specified and directed. 71 Wash basins, Vitreous China of size 450mmx300mm, crystal white and including cutting for and pinning on ends of brackets, excluding tap, waste, chain & plug but including brackets fixed in repair, complete all as specified and directed. 72 Polyethlene and unplastcised PVC pipe, 32mm dia Low density polyethylene (LDPE) pipes of pressure rating 6 kgf/sqcm all as specified and directed. 73 Sink with drainage board made of stainless steel 1.00 mm thick kitchen or laboratory with plugs, washers and wastes, including bedding in cement mortar on to dwarf wall or including fixing cantilever brackets and connectingunion to pipe, including 40mm dia waste pipe & CP waste coupling, overall size 915mm x 460mm bowl size 405mm x 355mm x 178 mm, Cat No Blue Star SSSB-52 Silver Shine or overall size 940mm x 455mm of make Cera (cat No B4622101- Gloss finish Diana Lite)fixed in repair complete all as specified and directed. 74 Sheet glass shelf assembly 55cm long consisting of 5.50mm thick sheet glass shelf 12cm wide with chromium plated bracket guard and railing 60cm long, selected quality as approved by GE, fixed in repair, complete all as specified and directed. 75 Chromium plated brass shower rose, fancy type (as approved by GE/Engr-In-Charge), 125mm size with shower arm, chromium plated, 195mm longh with bend of 45 degree with flange suitable for 15mm bore pipe with or without swivel joint fixed to pipe, Make : Cat. No.: F7020306ABof CERA or equivalent in makes specified in Appendix C fixed in repair, complete all as specified. 76 Angle/stop valve, cast copper alloy, fancy type chromium plated, screwed down, high pressure with crutch or butterfly handle,screwed both ends for 15mm bore iron pipe or for unions and fixed in repair, complete all as specified and directed. Make : Cat. No.: F2002201of CERA or equivalent in makes specified in Appendix C 77 Stop valve, cast copper alloy, fancy type, chromium plated with long shank and cup (concealed type), screwed down, high pressure with crutch or butterfly handle, screwed both ends for 15mm bore iron pipe or for unions and fixed in repairs, complete all as specified and directed. Make : Cat. No.: F4060103 (Concealed part & F2002751 (Exposed part)of CERA or equivalent in makes specified in Appendix C 78 600mmx450mm bevelled edge looking mirror of selected quality with 6mm thick polished glass, mounted on 6mm thick AC building board or commercial plywood and fixed to wooden plug with CP brass screws and cup washers fixed in repair, complete all as specified and directed. 79 Bib taps, fancy type 15mm bore, cast copper alloy with crutch or butterfly handle, screwed down, chromium plated screwed for iron pipe or for brass ferrule and fixed in repairs, complete all as specified and directed.Make : Cat. No.: F2002151of CERA or equivalent in makes specified in Appendix C 80 PVC connection 15mm size with PTMT nuts at both end 600mm long, complete all as specified and directed. 81 32mm or 40mm Waste coupling, brass, chromium plated for glazed ware sinks, basins, etc. with long screwed shanks and fly-nuts, flange end bedded in red lead cement and other end fixed in repair, complete all as specified and directed. 82 Soap dish, chromium plated, fixed to plugs with chromium plated, brass screws, fixed in repair, complete all as specified and directed.Make : Cat. No.: F5003106of CERA or equivalent in makes specified in Appendix C 83 Towel Rail 450mm long of PTMT fixed with and including Chromium plated brass screws and wooden/plastic cleats (Minimum weight 170gms) and fixed in repair, complete all as specified and directed. 84 Taking down cement plaster on brick or stone walls, ceiling, etc. including raking out joints, hacking for key, scrubbing down with water, etc complete including removal of debris to a distance exc 1.5 km but n.exc 2 km, complete all as specified and directed. 85 Rendering cement plaster 20mm thick in cement mortar 1:6 (1 cement : 6 coarse sand) on internal fair faces of brick wall or concrete surfaces, surface finished even and smooth without using extra cement, complete all as specified and directed. 86 Rendering cement plaster 20mm thick in cement mortar 1:4 (1 cement : 4 coarse sand) in two layers on fair faces of brick or stone walls finished even and smooth without using extra cement, mixed with WPC, complete all as specified and directed.Note : Supply only Water proofing compound shall be measured and paid for seperately. 87 Rendering cement plaster 10mm thick in cement mortar 1:3 (1 cement : 3 coarse sand) on ceiling surfaces, surface finished even and smooth without using extra cement, complete all as specified and directed. 88 Preparation of newly plastered wall surfaces and applying two coats of oil bound distemper over & including 2mm thick wall care putty, complete all as specified and directed. 89 Preparation of old treated plastered surface of wall by complete removal of existing treatment and applying two coats of oil bound distemper over & including 2mm thick wall care putty, complete all as specified and directed. 90 Preparation of new plastered or unplastered surfaces of wall to prepare the surface even and smooth and 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), complete all as specified and as directed. 91 Preparation of old plastered or unplastered surfaces of wall including complete removal of existing treatment and finishing walls with Acrylic Smooth exterior paint of required shade (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm), complete all as specified and as directed. 92 Material and Labour for waterproofing of exterior walls, including complete removal of existing plaster including raking out joints and applying two coats of acrylic polymer modified high performance coating (Smartcare Ultra Block 2k). The treatment shall be done from ground level and providing 15mm thick cement plaster in CM 1:4 finished even and smooth all as directed. Make: ASIAN PAINTS/BERGER/NEROLAC 93 Preparation of new plastered surfaces of ceiling with 2mm thick wall care putty and applying one coat of oil bound distemper, complete all as specified and directed. 94 Preparation of old treated plastered surfaces of ceiling by complete removal of existing treatment, applying 1mm thick layer of wall care putty where required and one coat of oil bound distemper, complete all as specified and directed. 95 Taking down cement plaster/decayed concrete from RCC roof projections/upward parapet walls/down facia/soffits and fins of RCC chajjas/beams/columns/balconies etc. Supply and fixing by means of nailing wire netting of galvanised wire 1.40mm dia and mesh size 20mm and brushing neat cement slury with 3.00 Kg of cement/sqm and M&L for 20mm thick cement rendering in two layers of 10mm each (top/final layer shall be rendered after final setting of under layer) in CM 1:3 on concrete surfaces including scaffolding at a height upto 7.00 mtrs ect, complete all as specified and directed. 96 Taking up or down 15mm bore, steel tubing and connections, including cleaning for refixing or removal from site, complete all as specified and directed. 97 Taking up or down 20mm bore, steel tubing and connections, including cleaning for refixing or removal from site, complete all as specified and directed. 98 Taking up or down 25 mm to 32mm bore, steel tubing and connections, including cleaning for refixing or removal from site, complete all as specified and directed. 99 Supplying and laying of CPVC pipes 20mm dia SDR 11 & Plain CPVC SDR 11 fittings on walls/ceiling or laying in floors complete all as specified. 100 Supplying and laying of CPVC pipes 32mm dia SDR 11 & Plain CPVC SDR 11 fittings on walls/ceiling or laying in floors complete all as specified. 101 Tank Adaptor CPVC pipes of 32mm dia SDR 11 & Plain CPVC SDR 11 all as specified and directed. 102 Union for pipes of CPVC 20mm dia SDR 11 & Plain CPVC SDR 11 all as specified and directed. 103 Female Brass Threaded Adaptor (FTA/ FBTA) for CPVC pipes of 20mm dia SDR 11 & Plain CPVC SDR 11 all as specified and directed. 104 Brass Elbow for pipes of CPVC 20mm dia SDR 11 & Plain CPVC SDR 11 all as specified and directed. 105 Brass Elbow reducer (3/4 X ½) for CPVC pipes of 20mm dia SDR 11 & Plain CPVC SDR 11 all as specified and directed. 106 Brass Tee for pipes of CPVC 20mm dia SDR 11 & Plain CPVC SDR 11 all as specified and directed. 107 Taking up or down 25 mm to 32mm bore, steel tubing and connections, including cleaning for refixing or removal from site and refixing on same or new position complete all as specified and directed. 108 Supply only intergal water proofing compound, complete all as specified and directed. 109 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 in brick walls, complete all as specified and directed. 110 Plain cement concrete M-15, nominal mix, B-1 using 20mm graded mechanically crushed stone aggregate as in lintels upto 1.50 metre clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, chamfered angles and throating, complete all as specified and directed.Note :- (i) The unit rate include for use of form work (straight or curved). (ii) Reinforcement if any shall be measured and paid separately. 111 Plain cement concrete M-10 nominal mix, type C-1 using 20mm graded mechanically crushed stone aggregate as in surface channel and drains, complete all as specified and directed. 112 Demolition of brick work or stone/ boulder masonry built in cement mortar including all quoins arches, pillars, including removal of debris to a distance exc 1.5 km but n.exc 2 Km, complete all as specified and directed. 113 Walling random rubble masonry with best quality locally available stone, uncoursed, well bonded, bedded, solidly hearted and built in cement mortar 1:4 (1 cement : 4 coarse sand), complete all as specified and directed. 114 All as per item No. 113 above but except stone. 115 Fly ash brick work with old size bricks having crushing strength not less than 75 Kg/Sqcm, straight or curved on plan exceeding 6 metre mean radius built in cement mortar 1:4 (1 cement : 4 coarse sand), complete all as specified and directed. 116 Brick work with old sizefly ash bricks having crushing strength not less than 75 Kg/Sqcm, straight or curved on plan to any radius in half brick thick walls built in cement mortar 1:4 (1 cement : 4 coarse sand), complete all as specified and directed. 117 S&F in repair 25mm dia powder coated mild steel, chromium plated curtain rod including brackets, complete all as specified and directed. 118 Rolled sections as in Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I.S.1161- 1979 grade St.-240s, steel work, complete all as specified and directed. 119 Rolled mild steel work as in 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. conforming to grade Fe.290 Gde E-165, steel work, complete all as specified and directed. 120 S&F for Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified 121 S&F for Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified 122 Preparetion of new steel surfaces and applying two coats of synthetic enamel paint over a coat of red oxide complete all as specified. 123 Plain cement concrete 1:4:8, type D-2, using 40mm graded mechanically crushed stone aggregate as in foundation, filling and mass concrete, complete all as specified and directed. 124 Reinforced cement concrete 1:2:4 type B-1 (using 20mm graded crushed stone aggregate as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete, all as specified. 125 Reinforced cement concrete 1:2:4 type B-1, ( using 20mm graded crushed stone aggregate) as in columns, pillars, piers, posts and struts, all as specified. 126 Reinforced cement concrete 1:2:4, type B-1 using 20mm graded crushed stone aggregate as in beams, cantilevers, bressummers, lintel over 1.50m span, complete all as specified and directed. Note:- Reinforcement and form work shall be measured and paid separately. 127 Formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/ PCC bands in walls, horizontal or sloping and similar work exc 10cm but not exc 20cm wide for roughly finished flat surfaces of concrete, all as specified 128 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 roughly finished flat surfaces of concrete, all as specified. 129 Formwork to sides of pillars, posts, struts, piers, columns and stanchions, for roughly finished square,rectangular or polygonal surfaces of concrete, all as specified. 130 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. For fair finished flat surfaces of concrete, complete all as specified and directed. 131 Fly ash brick work with old size bricks having crushing strength not less than 75 Kg/Sqcm, straight or curved on plan exceeding 6 metre mean radius built in cement mortar 1:6 (1 cement : 6 coarse sand), complete all as specified and directed. 132 Hardcore of broken stone or boulders of gauge not exc. 63mm deposited, spread and levelled in layers not exc. 15cm thick, watered and rammed to a true surface, complete all as specified and directed. 133 Rendering cement plaster 15mm thick in cement mortar 1:6 (1 cement : 6 coarse sand) on internal fair faces of brick wall or concrete surfaces, surface finished even and smooth without using extra cement, complete all as specified and directed. 134 Rendering cement plaster 15mm thick in cement mortar 1:4 (1 cement : 4 coarse sand) in two layers on fair faces of brick or stone walls finished even and smooth without using extra cement, mixed with WPC, complete all as specified and directed.Note : Supply only Water proofing compound shall be measured and paid for seperately. 135 Preparation of newly plastered wall surfaces and applying two coats of oil bound distemper over a coat ofchalk whitening, complete all as specified and directed. 136 Applying two coats of cement base paint on newly plastered or previously undecorated wall surfaces over one coat of alkali based primer including preparation of surface, tint and shade as approved by Engr-in-Charge, complete all as specified and directed. 137 Preparation of new plastered surfaces of ceiling and applying three coats of white wash complete, all as specified 138 Vitreous China wash down water closet (pedestal pattern), white including traps, connection to drain or outgoing pipe, anti-syphonage pipe complete including necessary fittings, fixed, complete all as specified and directed. 139 Wash basins, Vitreous China (Flat back) size 550mmx400mm, crystal white with and including cutting for and pinning on ends of brackets, 450mm long PVC connections 15mm size long with CP coupling nuts at both ends, waste pipe of polythylene of low or high density or PVC of 32mm dia, chain and plug, porcelain stopper, and fixed, complete all as specified and directed. 140 Brass Chromium Plated, Tubular towel rail, 20mm dia, D type, 60cm long between flanges, with brackets, fixed with chromium plated screws, fixed in repair, complete all as specified. 141 Rotational moulded polyethylene water storage tank 500 Ltrs capacity (cylindrical vertical with closed top) three layer, hoisted and fixed in position including PVC float ball valve 20mm dia epoxy coated aluminium rod with polythene float and fly nut, tank nipples with check nuts and washers complete and making connections with existing water supply line, complete all as specified and directed. 142 Gun metal, globe or gate valves, screwed down, high pressure with crutch or butterfly handle, screwed both ends for 20mm bore iron pipe or for unions and fixed complete, all as specified. 143 Mild steel galvanized iron water tubing 15mm bore with screwed & socket joints, medium grade, in short lengths, with and including all fittings, such as sockets, bends, elbows, unions, tees, diminishing pieces etc. Fixed to wall or ceiling or laid in floor, complete all as specified and directed. 144 Mild steel galvanized iron water tubing 20mm bore with screwed & socket joints, medium grade, in short lengths, with and including all fittings, such as sockets, bends, elbows, unions, tees, diminishing pieces etc. fixed to wall or ceiling or laid in floor, complete all as specified and directed. 145 S&F Towel Ring of PTMT fixed with and including Chromium plated brass screws and wooden/plastic cleats (Minimum weight 90gms, complete all as specified. 146 Damp proof course 25mm thick cement mortar 1:2 to horizontal or vertical surfaces including necessary formwork, complete all as specified and directed by Engr-In-Charge. 147 Factory made solid PVC Door/window/ventilator Frame of size 50mm x 47mm made out of 5mm single side prelam PVC sheet and edges shall be painted to match with prelam sheet reinforced with M.S. Square tube, suppling & fixing in opening as per specification & drawing on page No 180 of MES SSR 2020 Part-II, complete all as specified and directed. 148 Factory made fully glazed PVC (frosted/ground/obscured) window/ventilator shutter 30mm thick (style) consisting of frame made out of M.S. tubes for top & bottom rails. M.S. frame shall be covered with heat moulded plain colour PVC ‘C’ channel having a PVC sheet strip of 20mm width stuck inside with solvent cement for stiles and plain colour PVC sheets for top rail, lock rail & bottom rail on either side & as gap insert for top rail & bottom rail; complete all as specified and directed.Note:- Glass gauges inclusive of quoted rates. 149 Factory made solid panel PVC door shutter 30mm thick (style) consisting of frame made out of M.S. tubes for top & bottom rails. M.S. frame shall be covered with heat moulded plain colour PVC ‘C’ channel having a PVC sheet strip of 20mm width stuck inside with solvent cement for stiles and plain colour PVC sheets for top rail, lock rail & bottom rail on either side & as gap insert for top rail & bottom rail; Panelling of plain coloured PVC sheet to be fitted in the M.S. frame welded/ sealed to the stiles & rails with suitable PVC sheet beading, and joined together with solvent cement, suppling & fixing in the frame at site, Sheet No 1/1), complete all as specified and directed. 150 Aluminium anodised, (ISI marked), barrel tower bolts of extruded section, length of bolt 150mm, fixed, complete all as specified and directed. 151 Chromium plated over headshower rose, 150mm x 150mm size square shape single flow suitable for 15mm bore pipe with rapid cleaning system, complete all as specified 152 Taking down point wiring with aluminium/ copper conductor for light point, fan & socket point/ power point etc. complete including switches, sockets, holders, (batten or pendent type), ceiling rose, switch board, bell/buzzer, bell push, and making good to the disturbed surfaces of wall/ floor etc. to match with existing surfaces including white wash/ colour wash/ distempering to match with existing wall/ floor/ ceiling finishes, complete all as specified and directed. 153 Taking down submain wiring any type and any size and making good disturbed surface by using cement mortar, white cement, putty etc. and match with existing surfaces of walls, floors etc., complete all as specified and as directed. 154 Taking down sheet metal enclosure DB, MCB, main switch etc and making good distrubed surfaces to match with existing surfaces, complete all as specified and directed. 155 M & L for point wiring with 1.5 sqmm (Nominal Area) FRLS PVC insulated unsheathed multi stranded copper conductor, 1100 Volts grade, in and includingconcealed PVC conduit(ISI marked) with accessories such as bends, cross, elbow, tees etc. of suitable sizeincluding concealedMS pressed steel (Modular sunken box) terminal box not less than 1.6 mm thick for mounting switches, sockets, fan regulators etc and Modular cover plate as top cover (ISI marked) including continuous earth wire FRLS PVC insulated unsheathed 1.5 Sqmm (nominal area) copper multistranded conductor, 1100 Volts grade, connecting to common earth and earth dolly complete all as specified for one light point/Exhaust fan point controlled by one switch, complete all as specified and directed. Note : i)Wiring Colour code i.e. Red/Yellow/Bluefor Phase, Black for neutral and Green for earth shall be maintained.ii) Rate of cutting chases, cement plaster, white wash and making surface good as existing surface included in quoted rate.iii) Point wiring is considered for Modular Switches and sockets. Rate of Metallic Sunken box and modular sheet cover plate and other connected accessories required for modular point wiring included in quoted rate.iv) Rate of modular switch and sockets will be paid seperately under relevant item. 156 All as per serial item No 155 above, but for ceiling fan/ exhaust fan/ wall fan controlled by one switch 6 Amp, SP, ony way, 240V, complete all as specified and directed. 157 All as per serial item No 155 above, but for one 3 pin 5 Amps socket outlet on the independent board with 1.50 sqmm FRLS PVC copper conductor cable and FRLS PVC insulated, unsheathed 1.50 sqmm stranded copper conductor cable as continous earth wire, complete all as specified and directed. 158 All as per serial item No 155 above, but for one 3 pin 5 Amps socket outlet on the same board with 1.50 sqmm FRLS PVC copper conductor cable and FRLS PVC insulated, unsheathed 1.50 sqmm stranded copper conductor cable as continous earth wire, complete all as specified and directed. 159 All as per serial item No 155 above, but for bell/buzzer point controlled by one bell push, 240 volts, complete all as specified and directed. 160 All as per serial item No 155 above, but for one light point controlled by two way switches, complete all as specified and directed. 161 All as per serial item No 155 above, but for 5 pin 15 amps socket out let on independentwith 2.50 Sqmm FRLS PVC copper conductor cable and FRLS PVC insulated, unsheathed 2.50 Sqmm stranded copper conductor cable as continuous earth wire, complete all as specified and directed. 162 S & F for modular switch 6A one way, single module, complete all as specified and directed. 163 S & F for modular switch 16A one way 16A one way with indicator, single module, complete all as specified and directed. 164 S & F for modular bell push 6A, single module, complete all as specified and directed. 165 S & F for modular switch two way 6A, single module, complete all as specified and directed. 166 S & F for modular socket for 6A 2/3 pin combined, 2 module, complete all as specified and directed. 167 S & F for modular socket for 6A/16A 3 pin combined, 2 module, complete all as specified and directed. 168 S & F infor lamp holder polycarbonate body (Metal ring) with back bakelite plate suitable for batten fittings, complete all as specified and directed. 169 M & L for ceiling rose 65 x 50mm three terminals, fixed, complete all as specified and directed. 170 Supply and fixing electronic bell ding-dong AC 230 Volts single pole, complete all as specified and diercted. 171 Supply and fiximgr Switch piano6 A SP 230 Volts 2 way, complete all as specified and directed. 172 S&F Socket outlet 2 in 1, 3 pin 6 Amps Flush type, complete all as specified and directed. 173 S&F Switch Socket combination outlet 2 in 1, 3/5 pin 5 and 15 Amps flush type, complete all as specified and directed. 174 Taking down carefully ceiling fan/exhaust fan any size/make with cable and all accessoreis removing from site to store for repair/overhaulling, complete all as specified and diercted. 175 Supply and fixed high speed stepped type electronic fan regulator 120W, 230 volts, complete all as specified and directed. 176 Dismantling of ceiling fan 1200mm sweep, removing burnt winding and Material and labour for rewinding the same with supper enamelled copper wire of existing size, gauge and turns including cleaning the slots properly and testing, complete all as specified and diercted. 177 Material and labour for one coat of synthetic enamel paint in situ by spray machine of ceiling fans any size/any make complete including filling cavities with filler, cleaning all dust etc and writing MES Nos, complete all as specified and diercted. 178 Supply & fixing bearing of ceiling fan 1200mm sweepas per existing bearing including necessary greasing, complete all as specified and directed. Make:-NBC/SKF/FAG/Norma 179 Supply & fixing in repair pair of three blades of 1200mm sweep ceiling fan, complete all as specified and directed. 180 Supply & fixing in repair top and bottom canopy of plastic with steel screw suitable for rod for fan of 1200/ 1400mm sweep, complete all as specified and directed. 181 Supply & fixing in repair down rod 15mm bore, 600mm long fixed one end with mild steel U clamp, nut, lockable bolt, rubber reel, lock pin and other end having threaded/ drilled hole end, suitable nut, bolt, split pin and check nut or aluminium clamp duly white painted suitable for all size and makes of ceiling fan, complete all as specified and directed. 182 Hanging only ceiling fan after checking serviceability of safety pins, clamps, rubber bushes, nuts, bolt, canopy and electric connections, making connections with fan including provision of cable for connection, complete all as specified and as directed by Enge-In-Charge. 183 M&L for painting with one coat of synthetic enamel paint (black) using spray machine painting on the surface of exhaust fan of size upto 300mm sweep (including louvers and other parts of exhaust fan) complete after preparation of surface i.ecleaning, washing of surfaces filling cavities with filler, cleaning dust and dirt, complete all as specified and directed by Engr-in-Charge. 184 Dismantling of exhaust fan 300mm sweep, removing the burnt winding and Material and labour for rewinding the same with supper enamelled copper wire of existing size, gauge and turns including cleaning the slots properly and testing, complete all as specified and diercted. 185 Supply & fixing in repairofsteel blade suitable for exhuast fan upto 300mm/600mm sweep, complete all as specified and directed. 186 Fixing only exhaust fan of any size/make upto 600mm sweep after checking serviceability of nuts, bolt and electric connections, making connections to fan including provision of cable for connection, complete all as specified and as directed by Enge-In-Charge. 187 Supply and fixing in replacement of unserviceable condenser ISI marked 2.5 mfd, complete all as specified and diercted. 188 Supply and fixing in replacement of unserviceable condenser ISI marked 3.15 mfd, complete all as specified and diercted. 189 Supply and fixing for AC Ceiling Fan, single phase, 230 volts, 1200 mm sweep includinggrouting the ragged bolts in wall, fixing the frame on the exhaust side and connecting up with PVC insulated three core 1.50 sqmm copper cable from ceiling rose to exhaust fan, complete all as specified and diercted. 190 Supply and fixing for AC exhaust fans, Steel body, with louver shutter, single phase, 230 volts, 50 Hz, 1200 RPM, copper winding 300 mm sweep including grouting the ragged bolts in wall, fixing the frame on the exhaust side and connecting up with PVC insulated three core 1.50 sqmm copper cablefrom ceiling rose to exhaust fan, complete all as specified and diercted. 191 Taking down carefully storage type water heaters (Geyser) of any type and make of capacity upto 50 litres, after disconnecting their electrical and water connections.De-scaling the inner container, heating element, base assembly using diluted hydrochloric acid and cleaning thoroughly.Filling the inner container with water and detecting leakage including brazing as required to stop the leakage, if any, reassembling the geysers after replacing the u/s spare parts, filling water and testing the geysers by applying pressure by means of hand/foot operated pump, to ensure leak proof. Refixing geyser in the same original position/location and making the electrical/water supply connections incl testing on completion, complete all as specified and diercted. (Note : Items required to be replaced will be measured and paid separately under relevent items of the Schedule) 192 Supply and fixing Geyser Indicating lamp as per sample, complete all as specified and diercted. 193 Supply and fixing Thermostat rod suitable for Geyser 25/35/50 ltr, complete all as specified and diercted. 194 Supply and fixingGeyser Element 1000/1500 Watt. Make:Remson/Microking, complete all as specified and diercted. 195 Supply and fixing Geyser connection pipe 12/18 long with sockets on both ends, made of steel, complete all as specified and diercted. 196 Material and labour for Apparatus plate suitable for 25/35/50 ltr geyser all as per sample, complete all as specified and diercted. 197 Material and labour for painting of geyser of any size at site, white in colour including removing and refixing in its original or any other position properly, complete all as specified and diercted. 198 Supply only with replacement of inner container fabricated out of copper plate of 1.3 mm thick as per the existing size and suitable for up to 50 lts capacity vertical type geyser of any make as per the existing, complete all as specified and diercted. 199 S&F in replacement, insulating materials (new glass wool) fixed/punned properly in existing geysers of capacities 25 to 50 ltrs, complete all as specified and diercted. 200 M & L forLED tube light fitting 20 watt, 6000 K, 220 volt, decoarative type complete with driver, holders, and LED tube of 20 watt complete with all accessories internally pre wired battenincluding connecting up with three core twisted flexible copper conductor cable ofsuitable size from ceiling rose to connector of light fitting including mounted on PVC square block, complete all as specified and diercted. 201 M & L forLED light fitting mirror type with high output diffuser 2 feet, 10 watt, 6000 K, 220 volts, AC decorative type with extruded polycarbonate having efficiency 120 lumens /watt with driver holder including connecting up with three core flexible copper conductor cable of suitable size, complete all as specified and diercted. 202 S&F in repairLED tube light fitting inverter type 1x 20 W, 230V, LEDtube light fitting, 4 batten shatter resistant cool day white, environment friendly, energy efficient ready to use completewith all accessories internally prewired and including connecting up with twin core twisted flexible copper conductor cable with suitable sizeincluding dismantling of unserviceable tube light, complete all as specified and directed. 203 Supply and fixing 12 Watt Led Bulb, 6500K, 2000lm, 230 volts, 50Hz, complete all as specified and diercted. 204 Supply and fixing LED security light of capacity 45 watt, 230 volts, 5700K, housing made of die cast aluminum with street optic lens with all accessories and connecting up with and including provision of 3 core flexible copper wire of size 1.50 sqmm from ceiling rose to security light drawn through GI light grade security light bracket not less than 1.50 mtrs in length alongwith fixing on wall, complete all as specified and diercted. 205 S&F LED tube light fitting integral type 1x 10 W,230V, ultra slim square profile LED lighting fixture with extruded polycarbonate, environment friendly, energy efficient ready to use completewith all accessories internally prewired and including connecting up with twin core twisted flexible copper conductor cable with suitable sizeincluding dismantling of unserviceable tube light, complete all as specified and directed. 206 S&F LED tube light fitting integral type 1x 20 W,230V, ultra slim square profile LED lighting fixture with extruded polycarbonate, environment friendly, energy efficient ready to use completewith all accessories internally prewired and including connecting up with twin core twisted flexible copper conductor cable with suitable sizeincluding dismantling of unserviceable tube light, complete all as specified and directed. 207 Supply and fixing security light 35 Watt New generation energy saving and environmental friendly long life LED Bldg security light made up of pressure die cast aluminium housing with high power LED as lighting source and lens embedded PC cover having Top Opening seperate toughtned glass/verminproof driver compartment, SPDs with IP66 protectionconnecting with PVC insulated three core flexible copper conductor of suitable size from ceiling rose to fitting including bracket of size 32 mm dia length 1.2 mtr along with clamps, complete all as specified and directed by Engr - in - Charge. 208 Endura Pearl 35 Watt new generation energy saving and environmental friendly long life LED Bldg security light made up of pressure die case aluminium housing with high power LED as lighting source an lens enbedded PC cover having TOP opening seperate toughted glass/verminproof driver compartment, SPDs with IP66 protenction and impact rresistancee of IK07 connecting with PVC insulated three core flexible copper conductor of suitable size from ceiling rose to fitting including bracket of suitable size, Make : Havells HSN Code-8537 or equivalent in Crompton/ Wipro/ Bajaj/Philips. 209 S & F for MCB SP 6 to 32 amps 240 Volt,10 KA, B series, complete all as specified and diercted. 210 S & F for MCB SPN 32 to 40 amps 240 Volt, 10 KA, B series, complete all as specified and diercted. 211 S & F MCCB four pole 125 amps adjustable type, 415 volts, 50 Hz ,breaking capacity, 16 KA including making all connections using bottle /pin copper thimbles, complete all as specified and diercted. 212 Supply and fixing sheet metal enclousre for DBs when MCB to be used double door powder coated factory made flush fixed complete with 200 amps rated bus bar 240 volts single phase 12 ways, complete all as specified and diercted.Note: MCBs shall be measure and paid seprately. 213 S & F of sheet metal enclosures distribution boards, double door, VTPN, 415 volts 4 ways, as per IEC 61439-3, degree of protection IP-43 (one incoming three phase & twelve out goings single phase) for MCCB & MCB,s comprising three phase four wire copper strip bus bar of appropriate capacity complete all as specified and directed for the following:-(a) MCCB FOUR POLE 160 amps, AC,415 VOLTS25 KA=01 No (for incoming).(b) MCB SP 06- 40 amps = 12 Nos (for outgoings) complete with 125 amps fully insulated copper bus bar for each phase and neutral link, prefitted masking sheet fixed flush in wall including chases wall for fixing DB, complete all as specified and diercted.Note :- (i) TheDB shall be VTPN seriesof Make : Indoasian Cat No 811888, or Eqvlmake of L&T/ ABB/legrand. (ii) Connection of the MCCBs/ MCBs with cableshall be made through appropriate size pin /bottle type thimble properly crimped.(iii)All the vacant holes of the DB shall be provided with blank plates of appropriate size. (iv) Double continuous earth wire shall be provided for each three phase DB from earthing mains duly.(v) Cutting chasing shall be part of job at no extra cost.(vi) MCCB & MCB shall be measured and paid seperately. 214 Supply and Fixing sheet metal enclosure with socket plugtop with MCB of a two pin and earth plug and a socket complete with one double pole MCB of 20 Amps rated, complete all as specified and directed. 215 Sheet metal enclosures factory made flush fixed for DBs when MCBs to be used, single pole and neutral (double Door powder coated), 4 way, 240 volts with 200 Amp rated bus bar, complete all as specified and directed. 216 Sheet metal enclosures factory made flush fixed for DBs when MCBs to be used, single pole and neutral (double Door powder coated), 8 way, 240 volts with 200 Amp rated bus bar, complete all as specified and directed. 217 M & L for submain wiring in and including PVC conduit 1.8 mm thick, 20 mm dia with two run of PVC insulated, unsheathed multistranded copper conductor of 6 sqmm (FRLS) and one run of PVC insulated, unsheathed multistranded copper conductor 6 sqmm (green in colour) for earth continuity conductor and connected to common earth dolly with thimble etc, complete all as specified and directed. (Two run of 6 sqmm plus one run 6 sqmm of earth wire will be measured as 1RM).Note: (a) Insulation test of point wiring to be carried out on completion of work.(b) Proper colour coding is to be maintained. (Ph-Red, N-Black,Earth- Green)(c) Two runs of single core cable with one run of earth cable and suitable size of conduit shall be measured as one RM.(d) Cutting chases for sub main wiring concealed PVC rigid conduit shall be deemed to be included in the quoted rate of item. 218 Supply and laying Rigid Non-metallic PVC conduit for TV socket/telephone line 25mm external dia exclusive of boxes (junction/terminal) but inclusive of all tees, bends, elbows, reducers, bell mouth tube ends and fixing accessories nuts, saddles, pipe hooks etc, complete all as specified and diercted. 219 Supply and fixing of junction boxes for TV socket/telephone line (1 to 4 way), complete all as specified and diercted. 220 Supply and fixing of TV socket/telephone socket is fitted in Robust designed assembly plates smug fit on the wall with assembly plates with suitable modules, white in colour, dust free glossy finish, complete all as specified and diercted. 221 Supply and laying in trenches/through pipes or bare in road crossings/paths/drains/ ducts/floors/along poles/walls/ ceilings/ equipments etc. Cable Under ground, Heavy duty, armoured, XLPE insulated with stranded aluminium conductor, 25 sqmm x 4 core, 1100 Volts grade, complete all as specified and diercted. 222 Supply and laying in trenches/through pipes or bare in road crossings/paths/drains/ ducts/floors/along poles/walls/ ceilings/ equipments etc. Cable Under ground, Heavy duty, armoured, XLPE insulated with stranded aluminium conductor, 16 sqmm x 2 core, 1100 Volts grade, complete all as specified and diercted. 223 Supply and laying in trenches/through pipes or bare in road crossings/paths/drains/ ducts/floors/along poles/walls/ ceilings/ equipments etc. Cable Under ground, Heavy duty, armoured, XLPE insulated with stranded aluminium conductor, 50 sqmm x 3.5 core, 1100 Volts grade, complete all as specified and diercted. 224 Supply and laying or fixing or passing through pipe, 1100 volts grade heavy duty cable with PVC insulated aluminium conductor served with an inner sheathing of PVC tape armoured with galvanised steel wire or tape and overall PVC sheathed 16 Sqmm 2 Core nominal cross section in service connections complete all as specified and diercted. 225 Excavation in trenches in hard/dense soil not exceeding 1.5m wide and not exceeding 1.5m in depth for laying of cable and not exceeding 10 Sqm on plan for poles, struts, stays etc. and not exceeding 1.5m in depth and getting out, complete all as specified and diercted. 226 Returning, filling in, trenches including spreading leveling, watering and well ramming in layers not exc 25 cm, complete all as specified and diercted. 227 Removing excavated material to a distance not exc 50 mtrs and depositing where directed at a level n.exc 1.5 mtr above the starting point, complete all as specified and diercted. 228 Sand cushioning to under ground cables, 8cm thick layer before laying and testing the cable and 15cm thick after laying and testing of the cable in trenches complete all as specified in Clause 19.75 of MES SSR 2009 Part-I, complete all as specified and directed by Engr-in-Charge. 229 Supply and Laying Un-reinforced precast concrete cable cover class LV Type 1, flat size 250mm x 150 mm x 40 mm thick, complete all as specified and diercted. 230 Sub class B bricks old size, as cable protection cover, laid dry, flat, transversally along the length of cable, on sand cushioning, with width equal to the length of the brick, complete all as specified and directed. 231 Supply and fixing Single phase 240 volts Prepaid digital energy meter, complete all as specified and diercted. 232 M & L for earthing complete with galvanised steel earth plate electrode, 600mm x 600mm x 6mm thick, buried directly in theground (earth pit not less than 2.25m deep below normal (ground level) with top edge of the plate not less than 1.50m below ground level connected to galvanized iron strip 25x4mm as earth leadby means of bolts, nuts and washers of GIup to test point, GI tubing 15mm bore light grade protection pipe, GI watering pipe 20mm bore medium grade with funnel and wire mesh, charcoal and salt, 40mm thick pre-cast RCC (1:2:4) type B-0 (Nominal mix) cover reinforced with XPM (weighing n.less than 4 Kg/Sqm) with suitable steel handle, and angle iron 40X40X3mm frame and chamber of PCC (1:3:6) type C-0 (including earth work in any type of soil, removal of surplus soil to a distance n.exc.50m) and connecting, testing on completion, all as shown on electric plate No. 03 of SSR-2009 Part-I, complete all as specified and diercted.Notes: 1.Earth lead & protection pipes length upto & including 7.50 metre is included in the quoted rate.2.Soil should be free from stone, boulders, aggregate, gravels etc. 233 Supply and installing of the electric water storage heater (Geyser) of ABS body type of 25 litre capacity with rated power 2 KW, BEE, 5 star rated, vertical type, thermally insulated Mild steel tank with glass line coating inside the tank alongwith glass lined incoloy heating element with anti corrosive magnesium anode, NRV, thermostate, indicators and temperature adjustable knob including steel braided flexible connection for pipe of size 15mm dia bore GI hexagonal adopters/Nuts on both side of inlet (cold water supply) and outlet (hot water supply) and including provision of wall mounting arrangement and mounting on wall with suitable size of anchor bolts with complete connection of water including testing after installation, complete all as specified and as directed by Engr-In-Charge. 234 Mild steel galvanised tubing light grade 40mm diawith all fitting; laid in trenches, across road or on pole, complete all as specified and directed. 235 Earthing complete with galvanised steel earth plate electrode 60cm x 60cm x 6mm thick buried directly in ground (earth pit not less than 2.25m deep below normal ground level) with top edge of plate not less than 1.50m below ground level, connecting to galvanised iron wire 4.00mm dia (as earth lead wire), by means of bolt, nuts, check nuts and washer of galvanised and earth wire protected by provision of galvanised iron pipe light grade, 15mm bore including provn of concrete pit in plain cement concrete M-20 type B-1 using 20mm graded crushed stone aggregates with 40mm thick cover of rainforced cement concrete M-20 reinforced with XPM (weight not less than 4 kg/Sqm) and frame of angle iron 25x25x3mm with lugs 2 Nos and with 6mm dia mild steel bar handle made to shape, galvanised iron medium grade 20mm bore pipe for watering perforated at bottom 1.75 metre long placed on top edge of earth plate, common salt and charcoal filling, test point made out of phosphorous bronze with fixingarrangement, funnel, wire mesh and including earth work in any type of soil, returning filling in and removal of surplus soil to a distance not exceeding 50m, all as per electricalplate No. 3 of SSR 2009 Part-I and connection to earth test point all as specified and testing on completion.NOTE :- Item of earthing includes the cost of 7.5 m long galvanised iron earth wire 4mm size and protection pipe of 15mm bore galvanised iron light grade and earth work. 236 Dismantling old exsting fuse unit with cover, meter unit with MCCB box and unwanted wires, removing from site, shifting of changeover switch to required location and else depositing to store all as directed by Engineer in charge 237 Supply, installation, Commissiong and Testing LT panel board outdoor type, suitable for operation on 415 Volts, AC 3 phase, 4 wire 50 Hz electric supply system, double door type, having outer body made out of 3.15 mm thick MS Sheet CRCA Sheet and inner shell made out of 2mm thick CRCA sheet of size suitable to accomodate following accessories with front and rear hinged opening doors, handle type locking arrangement,powder coated internally and externally making it dust and virmin proof conforming to IEC 61436 Part-I & II. The cubical shall have frame work of angle iron 75x75X6mm, Alumninium Bus bar of incomer switch gear duly sleeved with heat shrink sleeve colour coated for 3 Phase 4 wire electric supply system and control wiring with multistranded PVC insulated copper wire size not less than 1.5 Sqmm. Panel shall have angle iron legs of appropriate size and embedded in PCC foundation of size as required or approved by manufacturers in PCC 1:2:4 Type B-2, using 40 mm graded crushed stone aggregate. Cost of PCC foundation, earth work and following accessories shall be deemed included in quoted rates: 238 Incoming:(a) MCCB 250 Amps, 4 pole AC with rupturing cap 36 KA,LT 415 Volts, 50 Hzcomplete with adjustable thermal setting, extended rotary handle, spreader, phase barrier = 01 No(b) On/ Off/ trip Indicator : 01 Set (c) Auxillary 1 C/O + TAC 1 C/O = 01 No(d) Control MCB 6 Amp SP, 10 KA = 01 No.Outgoing: (a) MCCB having current rating 200 Amp with rupturing cap 36 KA, AC 415 Volts, 4 pole complete with adjustable thermal setting, extended rotary handle, spreader, phase barrier =02 Nos. (b) On/ Off/ trip Indicator = 03 Set. (c) Auxillary 1 C/O + TAC 1 C/O= 02 Nos(d) Control MCB 6 Amp SP, 10 KA = 02 Nos. 239 Outgoing: (a) MCCB having current rating 160 Amp with rupturing cap 36 KA, AC 415 Volts, 4 polewith with adjustable thermal setting, extended rotary handle, spreader, phase barrier = 03 Nos. (b) On/ Off/ trip Indicator = 03 Set (c) Auxillary 1 C/O + TAC 1 C/O= 03 Nos(d) Control MCB 6 Amp SP, 10 KA = 03 Nos.(e) Digital VAF + PF Meter =01 No (f) LED Phase Indicator Lamp (R, Y, B) = 01 Set of 03(g) Control MCB 2 Amp SP, 10 KA = 03 Nos(h) 3 Phase 4 wire CT operated Energy Meter LCD Type = 01 No (Duly tested by HPSEBL (Make: Secure Premier 300 Type : E3T055 IS 14697) 240 Notes:(i) Incoming and outgoing cable shall be connected to panel with proper size of metallic cable glands and thimbles.(ii) Apron shall be provided at bottom of protection of coble to avoid entry of vermin, reptiles(iii) Layout diagram of panel shall be produced by contractor for approval of GE before placing order to manufacturer and the same shall be brought to site as per approved drawing.
Contract Date: Jan 21, 2026 Contract Value : ₹ 35.83 Lakh
Statutory Bodies & Commissions/Committees No of Bidders 5
Himachal Pradesh View Result →
49.
Housing Urban and Rular Development #9545655 AOC
Tender for Desilting/ Cleaning Of Manhole By Tractor Mounted/Tata Ace Mounted Hydraulic Operated Grab Machine Capable Of Cleaning Of Silt From The Manhole Up To A Depth Of 35 Feet And Taking Out Of Debris/ Silt, Rubbish Etc., From Manhole Is Heavily Surcharged And Safe Disposal Of Silt To The Solid Waste Site Complete In All Respect Including All Type Of Manpower Used In Said Activities Along With All Type Of Material, Tool And Plant And Machinery Which Is To Be Used On Site, Standby Generator Set, Air Ventilator, Provision Of Safety EquipmentS, Traffic Control Arrangement, Proper Barricading, Lighting At Night, Display Of Sign Boards, Cleaning Of Site Etc. Removal Of All Hindrances, Obstructions, Unforeseen Times, Complete In All Respects. These Rates Include All Labour, Diesel And Everything Which Is Required For The Operation Of Grab Machine Complete In All Respect. , Hire Charge Of Bucket Type Sewer Cleaning Machine With Bucket, Rope, Jack And All Other Items Required For Smooth Operation Of Bucket Machine For Cleaning Of Deep Sewer Lines. , Hsr Itmes
Contract Date: Feb 16, 2026 Contract Value : ₹ 33.70 Lakh
Local Bodies No of Bidders 4
Haryana View Result →
50.
Housing Urban and Rular Development #9534922 AOC
Tender for Desilting/ Cleaning Of Sewer Line By Super Sucker Machine And Taking Out Of Debris/ Silt, Rubbish Etc., From Sewer Line Which Is Heavily Surcharged And Safe Disposal Of Silt To The Solid Waste Site Complete In All Respect Including All Type Of Manpower Used In Said Activities Along With All Type Of Material, Tool And Plant And Machinery Which Is To Be Used On Site, Standby Generator Set, Air Ventilator, Provision Of All Types Of Safety EquipmentS, Traffic Control Arrangement, Proper Barricading, Lighting At Night, Display Of Sign Boards, Cleaning Of Site Etc. Removal Of All Hindrances, Obstructions, Unforeseen Items, Complete In All Respects. These Rates Include All Labour, Diesel And Everything Which Is Required For The Operation Of Super Suction Machine Complete In All Respect. Super Sucker Will Be Provided By The Agency On Required Bases As And When Demanded By The Department. , Desilting/ Cleaning Of Manhole By Tractor Mounted/Tata Ace Mounted Hydraulic Operated Grab Machine Capable Of Cleaning Of Silt From The Manhole Up To A Depth Of 35 Feet And Taking Out Of Debris/ Silt, Rubbish Etc., From Manhole Is Heavily Surcharged And Safe Disposal Of Silt To The Solid Waste Site Complete In All Respect Including All Type Of Manpower Used In Said Activities Along With All Type Of Material, Tool And Plant And Machinery Which Is To Be Used On Site, Standby Generator Set, Air Ventilator, Provision Of Safety EquipmentS, Traffic Control Arrangement, Proper Barricading, Lighting At Night, Display Of Sign Boards, Cleaning Of Site Etc. Removal Of All Hindrances, Obstructions, Unforeseen Times, Complete In All Respects. These Rates Include All Labour, Diesel And Everything Which Is Required For The Operation Of Grab Machine Complete In All Respect. , Hsr Itmes
Contract Date: Feb 23, 2026 Contract Value : ₹ 47.37 Lakh
Local Bodies No of Bidders 3
Haryana View Result →
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