View Bid Results For Traffic Control System Tenders

We found 443 Bid Results related to traffic control system tenders. You can find Contractor details who won traffic control system tenders along with contract details in Bid awards announcements section.

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Showing 1–9 of 443 tenders matching your filters
1.
Public Administrative Department #11482910 AOC
Tender for Selection Of Implementation Agency For Supply, Installation, Testing And Commissioning Of Variable Messaging Display And Adaptive Traffic Control System In Nashik City On Ppp Model
Contract Date: Jul 01, 2026 Contract Value : ₹ 2.52 Crore
Government Departments No of Bidders 2
Maharashtra View Result →
2.
Health and Family Welfare #11375574 AOC
Repairs To Central Medicine Store Building At Nizamabad In Nizamabad District-33.97 Dismantling, Clearing Away And Carefully Stacking Useful Materials For Re-Use And Disposal Of Unserviceable Materials With 100M Lead As Directed By Executive Engineer Duly Taking Actual Premeasurements Before Dismantling Including All Labour Charges , Etc., Complete. Unreinforced Cement Concrete Up To 15Cm Thickness 120.00 Kadapa Slabs Or Shahabad Stone Slabs On Sand Bed 9.00 Earth Work Excavation For Foundations ( Mechanical Means ) For Buildings In Ordinary Soils And Depositing On Bank For All Lifts And With An Initial Lead Of 10M And Up To 3M Depth Including All Operational, Incidental, Labour Charges Such As Shoring, Sheeting, Planking, Strutting Etc., Complete For Finished Item Of Work Excluding Dewatering Charges Etc., As Per Ss 20 B ( Apss 308 ) . 21.12 Plain Cement Concrete ( 1:5:10 ) ( Cement: Fine Aggregate: Coarse Aggregate ) For Foundations And Under Flooring Bed Using Coarse Aggregate 40Mm Size Hard , Machine Crushed Granite From Approved Quarry Including Cost And Conveyance Of All Materials Like Cement, Sand, Coarse Aggregate, Water Etc. To Site, Sales & Other Taxes On All Materials And Including All Charges For Machine Mixing, Laying Concrete In Foundations And Under Flooring Bed, Ramming In 15 Cm Layers Finishing Top Surface To The Required Level Curing Etc., Complete For Finished Item Of Work. ( Apss No. 402 ) . 1.35 Supply And Placing Of The Design Mix Concrete M 25 Grade Corresponding To Is 456 With Minimum Cement Content Of 380 Kgs Per 1 Cum Of Concrete Using Concrete Batching Plant With 20Mm Size Graded Machine Crushed Hard Granite Metal ( Coarse Aggregate - As Per Is 383 - 1970 And Is 2386 Part 1 To Part 8 ) From Approved Quarry Including Cost And Conveyance Of All Materials Like Cement, Fine Aggregate ( Sand ) Coarse Aggregate, Water Etc., To Site And Sales & Other Taxes On All Materials, Centering Using Steel Scaffolding Pipes, Jack Props, Wallers, Foot Plates, Brackets, Steel Centering Plates Etc., Including All Operational, Incidental And Labour Charges Such As Weigh Batching, Machine Mixing, Laying Concrete, Curing Etc., Complete But Excluding Cost Of Steel And Its Fabrication Charges For Finished Item Of Work ( Apss No. 402 ) . Gate Footings 0.43 Pedstals 1.82 Gate Columns 2.93 Masonry Work In Cm ( 1:6 ) Prop ( Cement : Screened Sand ) In Superstructure With Fly Ash Cement / Lime Solid Blocks Of Size 290Mm X 225Mm X 140Mm From Approved Source Having Minimum Crushing Strength Of 50 Kg / Sqcm. Including Cost And Conveyance Of All Materials Like Cement, Sand, Bricks, Water Etc., To Site, Including Sales & Other Taxes On All Materials And Such As Labour Charges, Like Mixing Cement Mortar, Scaffolding Charges, Constructing Masonry, Lift Charges, Curing, Etc., Complete For Finished Item Of Work. ( Apss No. 501 & 504 ) . 0.50 Providing Thermo Mechanically Treated ( Tmt ) ( Fe -500 / 500D / 550D From Primary Producer Tata, Sail, Vsp, Jsw &Shyam Steel Etc As Per Is 1786-2008 ) Of Different Diameters For Rcc Works , Including Labour Charges For Straightening, Cutting, Bending To Required Sizes And Shapes, Placing In Position With Cover Blocks Of Approved Materials And Size And Tying And Lap-Splicing With Binding Wire Of 18 Swg, Forming Grills For Reinforcement Work As Per Approved Designs And Drawings, Including Cost And Conveyance Of Steel Bars, Including All Wastages Such As Overlaps, Couplings, Chairs, Spacer Bars Including Cost And Conveyance Of Binding Wire, Cover Blocks And All Incidental, Operational, Labour Charges Such As Cutting, Bending, Placing In Position, Tying Including Sales And Other Taxes On All Materials Etc. , Complete For Finished Item Of Work. ( Apss No.126 ) . 339.53 Flooring With 16 To 18Mm Thick High Polished Granite Stone Slabs Other Than Black And Regular Colours ( I.E. Of Shades Like Paradiso / Bala Flower / Copper Silk / Laka Red / Lavender Blue ) With Borders And Design As Per The Pattern Approved By The Engineer-In-Charge Of Length Not Less Than 2.43 Mts Set Over Base Coat Of Cement Mortar ( 1:8 ) , 20Mm Thick Using Screened Sand Over Cc Bed Already Laid Or Rcc Roof Slab Including Neat Grey Cement Slurry Of Honey Like Consistency Spread @ 3.3 Kg Per Sqm And Jointed Neatly With White Cement Paste Mixed With Pigment Of Matching Shade To Full Depth Including Cost And Conveyance Of All Materials Like Cement , Sand , Water , Granite Slabs Etc., To Work Site And All Operational, Incidental Labour & Lift Charges, Polishing Charges And All Other Taxes On All Materials, Cost Of Base Coat Complete For Finished Item Of Work ( S.S.701 & Special ) Ground Floor 120.00 Supply Of Precast Concrete Blocks For Paving Of M-35Grade And Thickness Not Less Than 60 Mm For Very Heavy Traffic Areas Conforming To Is 15658:2006 In All Shapes And Designs Of Any Shade As Approved By Engineer-In-Charge Set Over Base Coat Of Cement Mortar ( 1:6 ) , 12 Mm Thick Using Screened Sand Over Cc Bed Alredy Laid Or Rcc Roof Slab Including Neat Cement Slurry Of Honey Like Consistency Spread @ 3.3 Kgs Per Sqm And Jointed With Neat White Cement To Full Depth Mixed With Pigment Of Matching Shade Including Cost And Conveyance Of All Materials Like Cement, Sand, Water And Tiles Etc., Complete For Finished Item Of Work. Ground Floor 33.75 Supply And Fixing Ornamental Ms Main Gate Of Size 9Mts X 3.75 Mts ( Average Height ) I.E., Varying From 3Mts To 4.50 Mts At Centre As Per The Approved Drawing Using Ms Angle Of 75Mm X 75Mm X 6Mm Alround For Frame And 63Mm X 6Mm Ms Flats In 6 Rows Horizontally, 25Mm Ms Square Bars At 125Mm C / C And Ci Spikes 9 Long On Top And 6 Long Ci Spikes In The Middle In Two Rows Including 6 Nos Of Pin Clamps Fixed In Rcc Columns, 2 Nos Of Ms Aldrops 450 Mm Long ( Special ) Welded At The The Centre On Each Side, 2 Nos Of Ms Tower Bolts 450Mm Long ( Special ) And Providing Brass Emblem On Emboseed Cover In The Centre Of The Two Leaves And Fixing 2 Nos. Of Rollers Per Each Leaf Including Cost And Conveyance Of All Materials, Fabrication Charges , Welding Charges, Incidental Charges And All Labour Charges, Etc., Complete For Finsihed Item Of Work. 30.00 Supply And Laying Of Isi 25Mm Outer Dia Medium Grade, With Is:9537 Part 3 Rigid Pvc Concealed In Wall With All Required Pvc / Metallic Junction Boxes Including Masonary Work And Labour Charges Etc., Makes:- Sudhakar / Finolex / Modi / Vip / Precision / Universal / Million Plast / Gold / Polycab / Dec. 5.00 Wiring With Run Of 2 Of 1.5 Sqmm Frlsh / Hffr Pvc Insulated 1100V Grade As Per Is:694 / 1990, Is 17048 Specification For Copper Cable. In Existing Pvc Conduit Pipe Including Supply And Fixing Of Jumbo Ceiling Rose And 6A / 10A Isi Mark 1Way Modular Switch With Required Modular Box And Cover Frame In Existing Surface Or Concealed Pipe Wiring Including Cost And Conveyance Of All Material And All Labour Charges Etc., Complete For Light, Fan, Exhaust Fan And Bell Points In N.R.B. Makes Of Wires : Finolex / Rr Kabel / Havells / Polycab / Finecab Gold ( Hffr ) / Gm ( Hffr ) / Gold Medal ( Hffr ) / Million ( Hffr ) / Kei ( Hffr ) / V-Guard ( Hffr ) . / Dec ( Hffr ) . Makes Of Switches : Legrand Arteor / Schneider Zen Celo / Honeywell Blenge Plus / Cabtree Amare / Logus Platina / Gold Medal Gifa / Gm-Zenova / L&T- Englaze. 2.00 Supply And Fixing Of 10A 3 / 2 Pin 2 Module Modular Socket With Shutter With 6 / 10A 1 Way 1 Module Modular Switch, 3 Module Box With Cover Frame In Common Switch Board Including Cost And Conveyance Of All Materials And All Labour Charges Etc., Complete In N.R.B. / R.B. Makes Of Switches : Legrand Arteor / Schneider Zen Celo / Honeywell Blenge Plus / Cabtree Amare / Logus Platina / Gold Medal Gifa / Gm-Zenova / L&T- Englaze. 2.00 Supply And Fixing Of 6 / 10A 1 Way 1 Module Modular Switches - 2 Nos And 10A 3 / 2 Pin 2 Module Modular Socket With Shutter - 2 Nos Modular Type With Cover Plate And Gi Switch Box Fixing On Separate Board Including All Labour Charges Etc., Complete. Makes Of Switches : Legrand Arteor / Schneider Zen Celo / Honeywell Blenge Plus / Cabtree Amare / Logus Platina / Gold Medal Gifa / Gm-Zenova / L&T- Englaze. 2.00 Supply And Fixing Of 16A / 6A 2 Module Combi Socket Modular Socket With Shutter With 16A / 20A 1 Way 1 Module Modular Switch Fixed On Suitable Size Modular Box With Required Cover Frame Including With Connections, Cost And Conveyance Of All Material And All Labour Charges Etc., Complete Makes Of Switches : Legrand Arteor / Schneider Zen Celo / Honeywell Blenge Plus / Cabtree Amare / Logus Platina / Gold Medal Gifa / Gm-Zenova / L&T- Englaze. 50.00 Supply And Run Of 3 Of 2.5 Sq.Mm ( Phase, Neutral And Earth ) Frlsh / Hffr Pvc Insulated 1100V Grade As Per Is:694 / 1990, Is 17048 Specifications For Copper Cable Of In Existing Pipe. Makes Of Wires : Finolex / Rr Kabel / Havells / Polycab / Finecab Gold ( Hffr ) / Gm ( Hffr ) / Gold Medal ( Hffr ) / Million ( Hffr ) / Kei ( Hffr ) / V-Guard ( Hffr ) / Dec ( Hffr ) . 50.00 Supply And Run Of 3 Of 4.0 Sq Mm ( Phase Neutral And Earth ) Frlsh / Hffr Pvc Insulated 1100V Grade As Per Is:694 / 1990, Is 17048 Specifications For Copper Cable Of In Existing Pipe For Power Points And Ac Sockets Inlcuding All Labour Charges Etc., Complete. Makes Of Wires : Finolex / Rr Kabel / Havells / Polycab / Finecab Gold ( Hffr ) / Gm ( Hffr ) / Gold Medal ( Hffr ) / Million ( Hffr ) / Kei ( Hffr ) / V-Guard ( Hffr ) / Dec ( Hffr ) . 10.00 Supply, Transportation And Fixing Of 22W + / 10% , > / 2300 Lumens, 1200Mm Length Led Light Housing Made With Alluminium Anodised Body, Wide Operating Voltage With Pf≥0.9, Surge Protection: > 2Kv, Thd<10%, With Inbuilt Driver And Frosted Cover Cct: 3000K - 6500K As Desired By The Department As Per Is, Minimum Cri≥80 Etc., Complete With 5 Years Warranty With Bis Certification With Bis Certification Luminaire Make: Phillips / Osram / Ge Venture / Wipro / Crompton / Bajaj / Havells / Jaquar / Panasonic / Halonix / Hpl. Led Make : Philips Lumileds / Cree / Nichia / Osram / Samsung / Lg Leds. Make & Model Will Be Approved By The Head Office / Engineer-In-Charge. 2.00 Supply, Transportation And Fixing 32-36W ( >=3240 Lumens ) Edge Lit, 2 X2 ( 600Mm X 600Mm ) Slim Panel Recessed / Surface Led Luminaire Square Housing Made Of Aluminum Alloy With Corrosion Resistant Powder Coat, With High Efficiency Acrylic Wide Diffuser, With Wide Operating Voltage Range, Power Factor > 0.9, Surge Protection >2Kv, System Efficacy Of >90 Lumens / Watt, Cct: 3000K - 6500K As Desired By The Department, Cri >80, And Thd Is Less Than 15% With Non Integrated Driver Etc., Complete With 2 Years Warranty With Bis Certification. Luminaire Make: Phillips / Osram / Ge Venture / Wipro / Crompton / Bajaj / Havells / Jaquar / Panasonic / Halonix / Hpl. Led Make : Philips Lumileds / Cree / Nichia / Osram / Samsung / Lg Leds. Make & Model Will Be Approved By The Head Office / Engineer-In-Charge. 5 Supply, Transportation And Fixing Of 18 W + / -10% ( >= 1800 Lumens ) Back Lit Led Down Light Recessed / Surface Mounting Round / Square With Housing Made Of Powder Coated Pressure Die Cast Aluminium Housing With Extended Heat Sink, With Protruded High Efficiency Diffuser, Ip20, With Wide Operating Voltage Range, Power Factor > 0.9, Surge Protection: > 2Kv, System Efficacy Of >100 Lumens / Watt, Cct: 3000K - 6500K As Desired By The Department And As Per Is, Cri >80, And Thd Is Less Than 15% Etc., Complete With 5 Years Warranty With Bis Certification. Luminaire Make: Phillips / Osram / Ge Venture / Wipro / Crompton / Bajaj / Havells / Jaquar / Panasonic / Halonix / Hpl. Led Make : Philips Lumileds / Cree / Nichia / Osram / Samsung / Lg Leds. Make & Model Will Be Approved By The Head Office / Engineer-In-Charge. 171 Supply, Transportation And Fixing Isi Mark Batten Holder / Slanting Holder Makes : Anchor / Gold Medal Olive / Million Zoom In Lieu Of Ceiling Rose Of Light Point Complete With All Connections And All Labour Charges With 5W Led Lamp. Led Lamp Makes: Phillips / Osram / Crompton / Eveready / Bajaj / Havells / Halonix / Jaquar / C&S / Gm / Gold Medal / Million / Syska. Make & Model Will Be Approved By The Head Office / Engineer-In-Charge. 3 Supply, Transportation Of Energy Efficient Decorative Fan, 1200 Mm Sweep, Aluminium Body, Consuming 28 W, 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 Greater Than 0.90, Service Value ( Cmm / W ) Greater Than 8.5, Air Delivery Minimum 235 Cmm, 350 Rpm ( Tolerance As Per Is:374-2019 ) , Thd Less Than 10%, Remote Or Compatible To Electronic Step Type 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 230V, 50 Hz, Single Phase Ac Supply, Earthing Etc., Complete. Makes : Atomberg ( Efficio + ) / Havells / Orient / Rr / Halonix Make & Model Will Be Approved By The Head Office / Engineer-In-Charge. 3 Supply And Fixing Of Modular Type Stepped Electronic Regulator For Sweep Ac Ceiling Fans Of 1200Mm / 1400Mm Complete With Connections. Makes : Legrand Arteor / Schneider Zen Celo / Honeywell Blenge Plus / Crabtree Amare / Logus Platina / Gold Medal Gifa / Gm-Zenova / L&T Englaze. 3 Labour Charges For Fixing Of Ceiling Fan Including Giving Connections With Twin Core Wire Etc., Complete. 2 Supply, Transportation Of 12 ( 300Mm ) Isi, 900 Rpm Heavy Duty Exhaust Fan With Metallic Blades Wiremesh With All Accessories Etc Complete. Makes : Crompton / Almounard / Havells Turbo Force. 3 Supply, Transportation And Installation Of Split Ac Unit With High Wall Mounted 100% Copper Indoor Unit And Outdoor Condencing Unit Hermetically Sealed Compressor Suitable For Operation On 230V, 50Hz, 1Phase Ac Supply Capable Of Performing Cooling Dehumidifying Air Circulating And Filtering With Cooling And Condensing Units With 3.0 Mts Of Copper Piping, Insulation Kit And 4 Mts Of 3 Core Copper Flexible Chord ( Voltage Range 160- 264 Volts ) And Cordless Remote Control With 5 Years Warranty Compressor And Comprehensive Maintenance For 2 Years. 1.5 Tr 3 Star Capable Of Delivering 18000 Btu / Hr Makes: Carrier / Daikin / Blue Star / Hitachi. 3 Supply And Erecting Fully Automatic Line Voltage Stabilizer For Operation On Input Voltage 200 To 250V. Rated For 4 Kva Maximum Load And Time Delay Model With Volt Meter, Selector Switch, 6A / 16A Flush Type, 5 Pin Socket For Out Put And With 3 Core Flexible Chord And 3 Pin 6 / 16A Plug Top Suitable For Refrigerator For Continuous Operation Including Cost And Conveyance Of All Mateials And All Labour Charges Etc., Complete. Makes : V-Guard / Real Guard / Uni Stab / Itl.
Contract Date: Ref. Documents Contract Value : ₹ 19.36 Lakh
Government Departments No of Bidders 1
Telangana View Result →
3.
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 →
4.
Tourism #11320518 Technical Bid
Tender For Tourism Development Work Of Shri Ramjanaki Temple, Kotawari In Shahjahanpur District.-1 Earth Work In Excavation By Mechanical Means (Hydraulic Excavator)/ Manual Means Over Areas (Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 Sqm On Plan) Including Getting Out And Disposal Of Excavated Earth Lead Upto 50 M And Lift Upto 1.5 M, As Directed By Engineer-Incharge. All Kinds Of Soil Dsr-2.6.1 170.25 Cum 133.12 127.80 21757.52 In All Kind Of Soil Upto 1.5M To 3.0M. Depth 2.6.1+2.26.1 18.74 Cum 228.22 219.09 4106.24 In All Kind Of Soil Upto 3.0M To 4.5M. Depth 2.6.1+(2.26.1* 2) 6.37 Cum 323.31 310.38 1977.88 2 Excavation Of Foundation In Ordinary Soil (Loam Clay Or Sand) Including Lift Upto 1.50 Meter And Lead Upto 30 Meter And Including Filling, Watering And Ramming Of Excavated Earth Into The Trenches Or Into The Space Between The Building And Sides Of Foundation Trenches Or Into The Plinth And Removal And Disposal Of Sur-Plus Earth As Directed By The Engineer Incharge Up To A Distance Of 30 Meters From The Foundation Trenches. Dsr-2.1.1 35.61 Cum 97.38 93.49 3329.14 3 Filling Available Excavated Earth (Excluding Rock) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering, Lead Up To 50 And For All Lift. Dsr-2.25 8.70 Cum 147.00 141.12 1227.84 4 Excavating, Supplying And Filling Of Local Earth (Including Royalty) By Mechanical Transport Upto A Lead Of 5Km Also Including Ramming And Watering Of The Earth In Layers Not Exceeding 20 Cm In Trenches, Plinth, Sides Of Foundation Etc. Complete Dsr-2.25(A) 55.60 Cum 525.36 504.34 28041.40 5 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level : 1:4:8 (1 Cement : 4 Coarse Sand (Zone-Iii) Derived From Natural Sources : 8 Graded Stone Aggregate 40 Mm Nominal Size Derived From Natural Sources) Dsr-4.1.8 70.78 Cum 5108.83 4904.47 347162.56 6 Supplying And Filling In Plinth With Sand Under Floors, Including Watering, Ramming, Consolidating And Dressing Complete. Dsr-2.27 26.31 Cum 1592.76 1529.05 40229.27 7 Diluting And Injecting Chemical Emulsion For Postonstructional Anti-Termite Treatment (Excluding The Cost Of Chemical Emulsion) : Treatment Of Soil Under Existing Floors Using Chemical Emulsion @ One Litre Per Hole, 300 Mm Apart Including Drilling 12 Mm Diameter Holes And Plugging With Cement Mortar 1 :2 (1 Cement : 2 Coarse Sand) To Match The Existing Floor: With Chlorpyriphos/Lindane E.C. 20% With 1% Concentration Dsr-2.35.3.1 194.47 Sqm 232.53 223.23 43411.24 8 Reinforced Cement Concrete Work In Beams, Suspended Floors, Roofs Having Slope Up To 15° Landings, Balconies, Shelves, Chajjas, Lintels, Bands, Plain Window Sills, Staircases And Spiral Stair Cases Above Plinth Level Up To Floor Five Level, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement With 1:1.5:3 (1 Cement : 1.5 Coarse Sand(Zone-Iii) Derived From Natural Sources : 3 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources). Dsr-5.3 82.66 Cum 8628.83 8283.68 684729.10 9 Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement - All Work Up To Plinth Level : 1:1.5:3 (1 Cement : 1.5 Coarse Sand (Zone-Iii) Derived From Natural Sources : 3 Graded Stone Aggregate 20 Mm Nominal Size De Rived From Natural Sources) Footing Dsr-5.1.2 21.98 Cum 6784.08 6512.72 143149.60 10 Reinforced Cement Concrete Work In Walls (Any Thickness), Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts And Struts Etc. Above Plinth Level Up To Floor Five Level, Excluding Cost Of Centering, Shuttering, Finishing And Reinforcement : 1:1.5:3 (1 Cement : 1.5 Coarse Sand(Zone-Iii) Derived From Natural Sources : 3 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources) Dsr-5.2.2 22.97 Cum 8139.44 7813.86 179484.39 Abstract Of Cost Delhi Schedule Of Rate Effective From 12/07/2023 X (0.735X106/107X1.03) Has Been Followed. Proposed Tourism Development Of Ramjanki Temple At Kotawari, Tilhar, Sahjahanpur, U.P. 11 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Lintels, Beams, Plinth Beams, Girders, Bressumers And Cantilevers Dsr-5.9.5 257.49 Sqm 552.28 530.19 136518.66 12 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Suspended Floors, Roofs, Landings, Balconies And Access Platform Dsr-5.9.3 407.10 Sqm 695.41 667.60 271778.96 13 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete Dsr-5.9.1 63.96 Sqm 294.10 282.34 18058.37 14 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Columns, Pillars, Piers, Abutments, Posts And Struts Dsr-5.9.6 208.86 Sqm 720.95 692.11 144554.66 15 Brick Work With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 In Foundation And Plinth In: Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) Dsr-6.1.1 16.84 Cum 5527.80 5306.69 89341.45 16 Brick Work With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 In Foundation And Plinth In: Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) Dsr-6.1.2 51.30 Cum 5349.01 5135.05 263427.92 17 Providing And Laying Damp-Proof Course 50Mm Thick With Cement Concrete 1:2:4 (1 Cement : 2 Coarse Sand (Zone-Iii) Derived From Natural Sources : 4 Graded Stone Aggregate 20Mm Nominal Size Derived From Natural Sources). Dsr-4.11 2.14 Sqm 371.80 356.93 763.83 18 Providing & Applying A Coat Of Residual Petroleum Bitumen Of Grade Of Vg-10 Of Approved Quality Using 1.7Kg Per Square Metre On Damp Proof Course After Cleaning The Surface With Brushes And Finally With A Piece Of Cloth Lightly Soaked In Kerosene Oil. Dsr-4.13 44.55 Sqm 109.61 105.22 4687.75 19 Brick Work With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 In Superstructure Above Plinth Level Up To Floor V Level In All Shapes And Sizes In : Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) Dsr-6.4.2 80.04 Cum 6829.23 6556.06 524747.32 20 Half Brick Masonry With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 In Superstructure Above Plinth Level Up To Floor V Level. Cement Mortar 1:4 (1 Cement :4 Coarse Sand) Dsr-6.13.2 60.18 Sqm 842.82 809.11 48692.17 21 Steel Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Above Plinth Level. Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More Dsr-5.22A.6 186.64 Qtl 8088.48 7764.94 1449250.34 22 15 Mm Cement Plaster On Plinth Side Of Single Or Half Brick Wall Of Mix : 1:4 (1 Cement: 4 Coarse Sand) Dsr-13.5.1 65.74 Sqm 308.80 296.45 19488.62 23 15 Mm Cement Plaster On Rough Side Of Single Or Half Brick Wall Of Mix: 1:6 (1 Cement: 6 Coarse Sand) Dsr-13.5.2 252.10 Sqm 296.50 284.64 71758.35 24 12 Mm Cement Plaster Of Mix : 1:6 (1 Cement: 6 Coarse Sand) Dsr-13.4.2 609.85 Sqm 257.73 247.42 150888.63 25 Add For Plaster Drip Course/ Groove In Plastered Surface Or Moulding To R.C.C. Projections. Dsr-5.30 315.01 Rm 58.80 56.45 17781.09 26 Cement Concrete Flooring 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate) Finished With A Floating Coat Of Neat Cement, Including Cement Slurry, But Excluding The Cost Of Nosing Of Steps Etc. Complete. 40 Mm Thick With 20 Mm Nominal Size Stone Aggregate Dsr-11.3.1 29.40 Sqm 460.63 442.21 13000.95 27 Cement Plaster Skirting Up To 30 Cm Height, With Cement Mortar 1:3 (1 Cement : 3 Coarse Sand), Finished With A Floating Coat Of Neat Cement.18 Mm Thick Dsr-11.6.1 3.35 Sqm 496.52 476.66 1596.81 26 Providing And Laying Vitrified Floor Tiles In Different Sizes (Thickness To Be Specified By The Manufacturer) With Water Absorption Less Than 0.08% And Conforming To Is: 15622, Of Approved Make, In All Colours And Shades, Laid On 20 Mm Thick Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), Jointing With Grey Cement Slurry @ 3.3 Kg/ Sqm Including Grouting The Joints With White Cement And Matching Pigments Etc., Complete. Size Of Tile 600X600 Mm Dsr-11.41.2 137.75 Sqm 1165.05 1118.45 154065.99 27 Providing And Laying Vitrified Tiles In Different Sizes (Thickness To Be Specified By Manufacturer), With Water Absorption Less Than 0.08 % And Conforming To |.S. 15622, Of Approved Make, In All Colours & Shade, In Skirting, Riser Of Steps, Over 12 Mm Thick Bed Of Cement Mortar 1:3 (1 Cement: 3 Coarse Sand), Jointing With Grey Cement Slurry @ 3.3 Kg/ Sqm Including Grouting The Joint With White Cement & Matching Pigments Etc. Complete. Size Of Tile 600X600 Mm Dsr-11.46.2 10.17 Sqm 1217.25 1168.56 11884.22 28 Providing And Fixing 1St Quality Ceramic Glazed Floor Tiles Conforming To Is : 15622 (Thickness To Be Specified By The Manufacturer ) Of Approved Make In All Colours, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineer-In-Charge In Skirting, Risers Of Steps And Dados Over 12 Mm Thick Bed Of Cement Mortar 1:3 (1 Cement: 3 Coarse Sand) And Jointing With Grey Cement Slurry @ 3.3Kg Per Sqm Including Pointing In White Cement Mixed With Pigment Of Matching Shade Complete. Dsr-11.37A 148.53 Sqm 812.00 779.52 115781.77 29 Providing And Laying Rectified Glazed Ceramic Floor Tiles Of Size 300X300 Mm Or More (Thickness To Be Specified By The Manufacturer), Of 1St Quality Conforming To Is : 15622, Of Approved Make, In Colours White, Ivory, Grey, Fume Red Brown, Laid On 20 Mm Thick Cement Mortar 1:4 (1 Cement: 4 Coarse Sand), Jointing With Grey Cement Slurry @ 3.3Kg/ Sqm Including Grouting The Joints With White Cement And Matching Pigments Etc., Complete. Dsr-11.39 4.40 Sqm 997.47 957.57 4213.30 30 Chequerred Precast Cement Concrete Tiles 22 Mm Thick In Footpath & Courtyard, Jointed With Neat Cement Slurry Mixed With Pigment To Match The Shade Of Tiles, Including Rubbing And Cleaning Etc. Complete, On 20 Mm Thick Bed Of Cement Mortar 1:4 (1 Cement: 4 Coarse Sand). Ordinary Cement Without Any Pigment 11.20.4 6.12 Sqm 792.24 760.55 4654.54 31 Providing And Fixing Panelled Or Panelled And Glazed Shutters For Doors,Windows And Clerestory Windows, Fixing With Butt Hinges Of Required Size With Necessary Screws, Excluding Panelling Which Will Be Paid For Separately, All Complete As Per Direction Of Engineer-In-Charge. (Note: Butt Hinges And Necessary Screws Shall Be Paid Separately) 35 Mm Thick Dsr-9.5.1.1 6.30 Sqm 3083.86 2960.50 18651.18 32 Providing And Fixing Panelled Or Panelled And Glazed Shutters For Doors,Windows And Clerestory Windows, Fixing With Butt Hinges Of Required Size With Necessary Screws, Excluding Panelling Which Will Be Paid For Separately, All Complete As Per Direction Of Engineer-In-Charge. (Note: Butt Hinges And Necessary Screws Shall Be Paid Separately) 30 Mm Thick Dsr-9.5.1.2 83.22 Sqm 2810.38 2697.97 224524.67 33 Providing And Fixing Isi Marked Flush Door Shutters Conforming To Is : 2202 (Part I) Non-Decorative Type, Core Of Block Board Construction With Frame Of 1St Class Hard Wood And Well Matched Commercial 3 Ply Veneering With Vertical Grains Or Cross Bands And Face Veneers On Both Faces Of Shutters: 35 Mm Thick Including Isi Marked Stainless Steel Butt Hinges With Necessary Screws Dsr-9.21.1 15.33 Sqm 1794.43 1722.65 26408.23 34 Providing 40X5 Mm Flat Iron Hold Fast 40 Cm Long Including Fixing To Frame With 10 Mm Diameter Bolts, Nuts And Wooden Plugs And Embedding In Cement Concrete Block 30X10X15Cm 1:3:6 Mix (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20Mm Nominal Size). Dsr-9.53 128.00 Nos 171.63 164.77 21090.11 35 Providing And Fixing M.S. Grills Of Required Pattern In Frames Of Windows Etc. With M.S. Flats, Square Or Round Bars Etc. Including Priming Coat With Approved Steel Primer All Complete. Fixed To Steel Windows By Welding Dsr-9.48.1 937.05 Kg 164.32 157.75 147816.54 36 Providing And Fixing T-Iron Frames For Doors, Windows And Ventilators Of Mild Steel Tee-Sections, Joints Mitred And Welded, Including Fixing Of Necessary Butt Hinges And Screws And Applying A Priming Coat Of Approved Steel Primer. Fixing With 15X3 Mm Lugs 10 Cm Long Embedded In Cement Concrete Block 15X10X10 Cm Of C.C. 1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size). Dsr-10.13.1 100.80 Kg 106.27 102.02 10283.67 37 Providing And Fixing Angle Iron Frames For Doors, Windows And Ventilators Of Mild Steel Angle Sections Of Size 35X35X5 Mm, Joints Mitred And Welded By Angle Iron 35X35X5 Mm Or 35X 5 Mm Flat Pieces To The Existing T-Iron Frame Or To The Wall With Dash Fastener, Including Fixing Of Necessary Butt Hinges And Screws And Applying A Priming Coat Of Approved Steel Primer, All Complete As Per The Direction Of Engineer-In-Charge. Dsr-10.31 125.00 Kg 97.87 93.96 11744.60 38 Providing And Fixing Stainless Steel ( Grade 304) Railing Made Of Hollow Tubes, Channels, Plates Etc., Including Welding, Grinding, Buffing, Polishing And Making Curvature (Wherever Required) And Fitting The Same With Necessary Stainless Steel Nuts And Bolts Complete, I/C Fixing The Railing With Necessary Accessories & Stainless Steel Dash Fasteners , Stainless Steel Bolts Etc., Of Required Size, On The Top Of The Floor Or The Side Of Waist Slab With Suitable Arrangement As Per Approval Of Engineer-Incharge, (For Payment Purpose Only Weight Of Stainless Steel Members Shall Be Considered Excluding Fixing Accessories Such As Nuts, Bolts, Fasteners Etc.). Dsr 10.28 133.33 Kg 579.28 556.11 74146.05 39 Providing Wood Work In Frames Of Doors, Windows, Clerestory Windows And Other Frames, Wrought Framed And Fixed In Position With Hold Fast Lugs Or With Dash Fasteners Of Required Dia & Length (Hold Fast Lugs Or Dash Fastener Shall Be Paid For Separately).(Sal Wood) Dsr-9.1.2 1.61 Cum 87387.28 83891.79 135065.79 40 Fixing Of Door, Windows/Ventilators Chaukhats In Position. (A) Door Chaukhats Above 1.5 Sqm To 5.0Sqm Mr 19.00 Nos 150.00 144.00 2736.00 (B) Window Chaukhats Above 1.5 Sqm 12.00 Nos 100.00 96.00 1152.00 (C) Ventilator Chaukhats 7.00 Nos 50.00 48.00 336.00 41 Finishing Walls With Premium Acrylic Smooth Exterior Paint With Silicone Additives Of Required Shade: New Work (Two Or More Coats Applied @ 1.43 Ltr/10 Sqm Over And Including Priming Coat Of Exterior Primer Applied @ 2.20 Kg/10 Sqm) Dsr-13.47.1 407.00 Sqm 128.32 123.19 50137.46 42 Distempering With Oil Bound Washable Distemper Of Approved Brand And Manufacture To Give An Even Shade : New Work (Two Or More Coats) Over And Including Water Thinnable Priming Coat With Cement Primer Dsr-13.41.1 434.15 Sqm 139.23 133.66 58030.01 43 Providing And Applying White Cement Based Putty Of Average Thickness 1 Mm, Of Approved Brand And Manufacturer, Over The Plastered Wall Surface To Prepare The Surface Even And Smooth Complete. Dsr-13.80 841.15 Sqm 117.03 112.35 94505.07 44 Providing And Fixing Isi Marked Oxidised M.S. Sliding Door Bolts With Nuts And Screws Etc. Complete :250X16 Mm Dsr-9.62.2 11.00 Nos 145.27 139.46 1534.05 45 Providing And Fixing Isi Marked Oxidised M.S. Tower Bolt Black Finish, (Barrel Type) With Necessary Screws Etc. Complete : 250X10 Mm Dsr-9.63.1 21.00 Nos 62.92 60.41 1268.53 200X10 Mm Dsr-9.63.2 65.00 Nos 52.05 49.97 3247.81 46 Providing And Fixing Isi Marked Oxidised M.S. Handles Conforming To Is:4992 With Necessary Screws Etc. Complete :100 Mm Dsr-9.66.2 54.00 Nos 24.41 23.44 1265.50 47 Providing And Fixing Bright Finished Brass Hanging Type Floor Door Stopper With Necessary Screws, Etc. Complete Dsr-9.82 1.00 Nos 91.23 87.59 87.59 48 Providing And Laying Integral Cement Based Water Proofing Treatment Including Preparation Of Surface As Required For Treatment Of Roofs, Balconies, Terraces Etc Consisting Of Following Operations: (A) Applying A Slurry Coat Of Neat Cement Using 2.75 Kg/Sqm Of Cement Admixed With Water Proofing Compound Conforming To Is. 2645 And Approved By Engineer-In-Charge Over The Rcc Slab Including Adjoining Walls Upto 300 Mm Height Including Cleaning The Surface Before Treatment. (B) Laying Brick Bats With Mortar Using Broken Bricks/Brick Bats 25 Mm To 115 Mm Size With 50% Of Cement Mortar 1:5 (1 Cement : 5 Coarse Sand) Admixed With Water Proofing Compound Conforming To Is : 2645 And Approved By Engineerin- Charge Over 20 Mm Thick Layer Of Cement Mortar Of Mix 1:5 (1 Cement :5 Coarse Sand ) Admixed With Water Proofing Compound Conforming To Is : 2645 And Approved By Engineerin- Charge To Required Slope And Treating Similarly The Adjoining Walls Upto 300 Mm Height Including Rounding Of Junctions Of Walls And Slabs. (C) After Two Days Of Proper Curing Applying A Second Coat Of Cement Slurry Using 2.75 Kg/ Sqm Of Cement Admixed With Water Proofing Compound Conforming To Is : 2645 And Approved By Engineer-In-Charge. (D) Finishing The Surface With 20 Mm Thick Jointless Cement Mortar Of Mix 1:4 (1 Cement :4 Coarse Sand) Admixed With Water Proofing Compound Conforming To Is : 2645 And Approved By Engineer-In-Charge Including Laying Glass Fibre Cloth Of Approved Quality In Top Layer Of Plaster And Finally Finishing The Surface With Trowel With Neat Cement Slurry And Making Pattern Of 300X300 Mm Square 3 Mm Deep. (E) The Whole Terrace So Finished Shall Be Flooded With Water For A Minimum Period Of Two Weeks For Curing And For Final Test.“All Above Operations To Be Done In Order And As Directed And Specified By The Engineer-In-Charge : With Average Thickness Of 120 Mm And Minimum Thickness At Khurra As 65 Mm Dsr-22.7.1 198.55 Sqm 1263.41 1212.87 240815.58 49 Finishing With Deluxe Multi Surface Paint System For Interiors And Exteriors Using Primer As Per Manufacturers Specifications : Painting Steel Work With Deluxe Multi Surface Paint To Give An Even Shade. Two Or More Coat Applied @ 0.90 Ltr/ 10 Sqm Over An Under Coat Of Primer Applied @ 0.80 Ltr/ 10 Sqm Of Approved Brand And Manufacture Dsr-13.48.3 144.65 Sqm 128.02 122.90 17777.47 50 Finishing With Deluxe Multi Surface Paint System For Interiors And Exteriors Using Primer As Per Manufacturers Specifications : Painting Wood Work With Deluxe Multi Surface Paint Of Required Shade. Two Or More Coat Applied @ 0.90 Ltr/10 Sqm Over An Under Coat Of Primer Applied @0.75 Ltr/10 Sqm Of Approved Brand And Manufacture Dsr-13.48.2 209.70 Sqm 132.18 126.90 26610.03 51 Providing & Fixing Panes Of Glass With Equal Or Equivalent I.S.I Marked Quality Putty. Brads And Springs And Including Supply Of All Materials And Labour Etc Complete . 3.8 To 4.7 Mm Thick Dsr-10.30.1 44.76 Sqm 805.96 773.72 34631.80 52 Supply And Fixing Of Drop Down Rail / Grab Bars Mr 4.00 Nos. 4400.00 4224.00 16896.00 53 Providing, Driving With Hydraulic Piling Rigs With Power Units And Installing Driven Cast-In-Situ Reinforced Cement Concrete Piles Of Grade M-25 Of Specified Diameter And Length Below The Pile Cap, To Carry Safe Working Load Not Less Than Specified, Excluding The Cost Of Steel Reinforcement But Including The Cost Of Shoe And The Length Of Pile To Be Embedded In The Pile Cap Etc. All Complete. (Length Of Pile For Payment Shall Be Measured From Top Of Shoe To The Bottom Of Pile Cap) : 400 Mm Dia Piles Dsr-20.1.1 48.00 Rm 2075.18 1992.17 95624.30 54 Stone Work (Machine Cut Edges) For Wall Lining Etc. (Veneer Work) Upto 10 Metre Height, Backing Filled With A Grout Of Average 12 Mm Thick Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) Including Pointing In White Cement Mortar 1:2 (1 White Cement : 2 Stone Dust) With An Admixture Of Pigment Matching The Stone Shade : (To Be Secured To The Backing And The Sides By Means Of Cramps And Pins Which Shall Be Paid For Separately) : 30 Mm Thick Dsr-8.14.1.5 50.74 Sqm 3971.79 3812.92 193478.98 55 Stone Work In Plain Ashlar In Super Structure Upto Floor Five Level In Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) Including Pointing With Cement Mortar 1:2 (1 White Cement : 2 Stone Dust) With An Admixture Of Pigment Matching The Stone Shade Both Face Dressed Red Sand Stone Dsr-7.12.1.1 3.56 Cum 51218.78 49170.03 175241.97 56 Extra For Stone Work Ashlar Sunk Or Moulded Or Sunk And Moulded Or Carved In : Triangular Or Square Or Rectangular Pillars Dsr-7.21.1 3.56 Cum 2834.15 2720.79 9696.89 57 Providing And Fixing Stainless Steel Cramps Of Required Size And Shape For Anchoring Stone Wall Lining To The Backing Or Securing Adjacent Stones In Stone Wall Lining In Cement Mortar 1:2 (1 Cement : 2 Coarse Sand), Including Making The Necessary Chases In Stone And Holes In Walls Wherever Required. Dsr-8.15 99.58 Kg. 535.78 514.35 51219.04 58 Stone Work (Machine Cut Edges) For Wall Lining Etc. (Veneer Work) Upto 10 Metre Height, Backing Filled With A Grout Of Average 12 Mm Thick Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) Including Pointing In White Cement Mortar 1:2 (1 White Cement : 2 Stone Dust) With An Admixture Of Pigment Matching The Stone Shade : (To Be Secured To The Backing And The Sides By Means Of Cramps And Pins Which Shall Be Paid For Separately) :Red Sand Stone - Exposed Face Machine Cut And Table Rubbed With Rough Backing. 50Mm Dsr 8.14.1.3 37.80 Sqm. 4342.28 4168.59 157572.62 59 Providing And Fixing Copper Pins 7.5 Cm Long 6 Mm Diameter For Securing Adjacent Stones In Stone Wall Lining In Cement Mortar 1:2 (1 Cement : 2 Coarse Sand), Including Making The Necessary Chases. Dsr 8.16 30.00 Nos. 32.92 31.61 948.21 60 Providing And Fixing Stone Jali 40 Mm Thick Throughout In Cement Mortar 1:3 (1 Cement : 3 Coarse Sand), Including Pointing In White Cement Mortar 1:2 (1 White Cement : 2 Stone Dust) With An Admixture Of Pigment, Matching The Stone Shade, Jali Slab Without Any Chamfers Etc. Red Sand Stone Dsr 7.33.1 4.50 Sqm. 11198.29 10750.35 48376.59 61 Stone Work, Plain In Copings, Cornices, String Courses And Plinth Courses, Upto 75 Mm Thick In Cement Mortar 1:6 (1 Cement : 6 Coarse Sand), Including Pointing With White Cement Mortar 1:2 (1 White Cement : 2 Stone Dust) With An Admixture Of Pigment Matching The Stone Shade.: Red Sand Stone Dsr 7.32.1 0.47 Cum. 70303.46 67491.32 31720.92 62 Carving & Engraving Work On Red Sand Stone (Labour Only) M.R. 9.73 Sqm. 15615.00 14990.40 145856.59 63 Manufacturing, Supplying And Fixing Retro Reflective Overhead Signage Boards Made Up Of 2 Mm Thick Aluminium Sheet, Face To Be Fully Covered With High Intensity And Encapsulated Lens Type Heat Activated Retro Reflective Sheeting Conforming To Type - Iii Of Astm-D-4956-01 As Approved By Engineer-In-Charge, Letters, Borders Etc. As Per Irc : 67-2001 In Silver White With Blue Colour Back Ground And With High Intensity Grade, Pasted On Substrate By Pressure Sensitive Adhesive Backing Which Shall Be Activated By Applying Pressure Conforming To Class Ii Of Astm-D-4956-01 And Fixing The Same To The Plate Of Structural Frame Work By Means Of Suitable Sized Aluminium Alloys, Rivets Or Bolts & Nuts @ 300 Mm Centre To Centre All Along The Periphery As Well As In Two Vertical Rows Along With Theft Resistant Measures, Including The Cost Of Painting With Two Or More Coats Of Epoxy Paint In Grey Colour On The Back Side Of Aluminium Sheet Including Appropriate Priming Coat. The Rate Includes The Cost Of Rounding Off The Corners, Lowering Down The Structural Frame Work From The Gantry, Fixing And Erecting The Same In Position All Complete As Per Drawings, Specification And Direction Of The Engineerincharge.( Structural Frame Work Including M.S. Plate To Be Provided Separately. Rectangular Area Of The Sheet Only Shall Be Measured For Payment). Overhead Informatory Road Signage Dsr 16.60.1 8.64 Sqm. 4409.78 4233.39 36576.45 64 Providing And Fixing 18 Mm Thick Gang Saw Cut, Mirror Polished, Premoulded And Prepolished, Machine Cut For Kitchen Platforms, Vanity Counters, Window Sills, Facias And Similar Locations Of Required Size, Approved Shade, Colour And Texture Laid Over 20 Mm Thick Base Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), Joints Treated With White Cement, Mixed With Matching Pigment, Epoxy Touch Ups, Including Rubbing, Curing, Moulding And Polishing To Edges To Give High Gloss Finish Etc. Complete At All Levels. Dsr 8.2.2.2 34.45 Sqm 3852.10 3698.01 127396.50 65 Making Plinth Protection 50 Mm Thick Of Cement Concrete 1:3:6 (1 Cement : 3 Coarse Sand (Zone-Iii) Derived From Natural Sources : 6 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources) Over 75 Mm Thick Bed Of Dry Brick Ballast 40 Mm Nominal Size, Well Rammed And Consolidated And Grouted With Fine Sand, Including Necessary Excavation, Levelling & Dressing & Finishing The Top Smooth. Dsr-4.17 6.00 Sqm 561.96 539.48 3236.87 66 Providing And Laying Factory Made Chamfered Edge Cement Concrete Paver Blocks In Footpath, Parks, Lawns, Drive Ways Or Light Traffic Parking Etc, Of Required Strength, Thickness & Size/ Shape, Made By Table Vibratory Method Using Pu Mould, Laid In Required Colour & Pattern Over 50 Mm Thick Compacted Bed Of Sand, Compacting And Proper Embedding/Laying Of Inter Locking Paver Blocks Into The Sand Bedding Layer Through Vibratory Compaction By Using Plate Vibrator, Filling The Joints With Sand And Cutting Of Paver Blocks As Per Required Size And Pattern, Finishing And Sweeping Extra Sand. Complete All As Per Direction Of Engineer-In-Charge.80 Mm Thick C.C. Paver Block Of M-35 Grade With Approved Colour Design And Pattern Dsr-16.91.2 207.07 Sqm 818.60 785.85 162723.31 1 Providing And Fixing Water Closet Squatting Pan (Indian Type W.C. Pan) With 100Mm Sand Cast Iron P Or S Trap, 10 Litre Low Level White P.V.C. Flushing Cistern With Manually Controlled Device (Handle Lever) Conforming To Is : 7231, With All Fitting And Fixtures Completed Including Cutting And Making Good The Walls And Floors Wherever Required.White Vitreous China Orissa Pattern W.C. Pan Of Size 580X440 Mm With Integral Type Foot Rests 17.1.1 2.00 Nos. 5075.38 4872.36 9744.73 2 Providing And Fixing White Vitreous China Pedestal Type Water Closet (European Type W.C. Pan) With Isi Marked White Solid Plastic Seat And Lid, 10 Litre Low Level White P.V.C. Flushing Cistern With Manually Controlled Device (Handle Lever), Conforming To Is : 7231, With All Fittings And Fixtures Complete Including Cutting And Making Good The Walls And Floors Wherever Required. W.C. Pan With Isi Marked White Solid Plastic Seat And Lid 17.2.1 3.00 Nos. 4886.50 4691.04 14073.11 3 Providing And Fixing Wash Basin With C.I. Brackets, 15 Mm C.P. Brass Pillar Taps, 32 Mm C.P. Brass Waste Of Standard Pattern, Including Painting Of Fittings And Brackets, Cutting And Making Good The Walls Wherever Require A) White Vitreous China Flat Back Wash Basin Size 550X 400 Mm With Single 15 Mm C.P. Brass Pillar Tap. 17.7.4 4.00 Nos. 1409.35 1352.98 5411.91 4 Providing And Fixing White Vitreous China Flat Back Or Wall Corner Type Lipped Front Urinal Basin Of 430X260X350 Mm And 340X410X265 Mm Sizes Respectively With Automatic Flushing Cistern With Standard Flush Pipe And C.P. Brass Spreaders With Brass Unions And G.I Clamps Complete, Including Painting Of Fittings And Brackets, Cutting And Making Good The Walls And Floors Wherever Required A) One Urinal Basin With 5 Litre White P.V.C. Automatic Flushing Cistern 17.4.1 3.00 Nos. 4918.90 4722.14 14166.42 5 Providing And Fixing Flexible P.V.C. Waste Pipe For Sink Or Wash Basin Including Pvc Waste Fittings Complete. Flexible Pipe 17.28.2 A) 32Mm Dia 17.28.2.1 4.00 Nos. 89.66 86.07 344.29 B) 40Mm Dia 17.28.2.2 2.00 Nos. 89.66 86.07 172.15 6 Providing And Fixing 600X450 Mm Beveled Edge Mirror Of Superior Glass (Of Approved Quality) Complete With 6 Mm Thick Hard Board Ground Fixed To Wooden Cleats With C.P. Brass Screws And Washers Complete. 17.31 4.00 No. 1205.92 1157.69 4630.74 7 Providing And Fixing Cp Brass Single Lever Lelephonic Wall Mixture Of Quality & Make And As Per Thedirection Of Enginer-Incharge. A) 15Mm Dia Nominal Dia. 17.22B 2.00 Each 5205.39 4997.17 9994.34 8 Providing And Fixing 8 Mm Dia C.P./S.S. Jet With Flexible Tube Upto 1 Meter Long With S.S. Triangular Plate For Eureopean Type W.C. Of Quality And Make As Approved By Engineer-In-Charge. 15Mm Nominal Bore 17.16A 2.00 Each 261.85 251.38 502.76 Sanitary Fixtures & Accessories : I 9 Providing And Fixing Ptmt Towel Rail Complete With Brackets Fixed To Wooden Cleats With Cp Brass Screws With Concealed Fittings Arrangement Of Approved Quality And Colour. 600 Mm Long Towel Rail With Total Length Of 645 Mm, Width 78 Mm And Effective Height Of 88 Mm, Weighing Not Less Than 190 Gms. Dsr-17.73.2 1.00 Each 531.69 510.43 510.43 10 Providing And Fixing Ptmt Soap Dish Holder Having Length Of 138Mm, Breadth 102Mm, Height Of 75Mm With Concealed Fitting Arrangements, Weighing Not Less Than 106 Gms. Dsr-18.65 1.00 Each 83.58 80.24 80.24 11 Providing And Fixing C.P. Brass Ablution Health Faucet Assembly With 1.0 M Long Braided Pvc Hose With Mounting Bracket Fixed On Wall Complete.[For Ewc]-Make-Jaquar Ald565 Mr 2.00 Each 1705.00 1636.80 3273.60 12 Providing And Fixing C.P. Brass Two-Way Angle Valve For Ewc Points & For Fixing Ablution Health Faucet Of Approved Quality Conforming To Is:8931. 15 Mm Nominal Bore-Essco Sqt 526A Mr 2.00 Each 1335.00 1281.60 2563.20 1 Providing And Fixing On Wall Face Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A Including Jointing With Seal Ring Conforming To Is : 5382 Leaving 10 Mm Gap For Thermal Expansion . (I) Single Socketed Pipes. A) 110Mm Diameter 12.41.2 31.30 Mtr 283.04 271.72 8504.80 2 Making Khurras 45X45 Cm With Average Minimum Thickness Of 5 Cm Cement Concrete 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate Of 20 Mm Nominal Size) Over Pvc Sheet 1M X 1 M X 400 Micron, Finished With 12 Mm Cement Plaster 1:3 (1 Cement : 3 Coarse Sand) And A Coat Of Neat Cement,Punning,Rounding The Edges And Making And Finishing The Outlet Complete. A) 110Mm 12.22 7.00 Nos. 223.68 214.73 1503.13 3 Providing And Fixing Unplasticised -Pvc Pipe Clips Of Approved Design To Unplasticised - Pvc Rain Water Pipes By Means Of 50X50X50Mm Hard Wood Plugs, Screwed With M.S. Screws Of Required Length Including Cutting Brick Work And Fixing In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) And Making Good The Wall Etc. Complete. A) 110Mm 12.43.2 20.00 Nos. 278.47 267.33 5346.54 4 Providing And Fixing On Wall Face Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is : 5382, Leaving 10 Mm Gap For Thermal Expansion, (I)Single Socketed Pipes. 110 Mm Diameter 12.41.2 Rm. 283.04 271.72 5 Providing And Fixing To The Inlet Mouth Of Rain Water Pipe Cast Iron Grating 15 Cm Diameter And Weighing Not Less Than 440 Grams. Dsr-12.44 8.00 Nos. 41.02 39.38 315.06 6 Providing And Fixing In Floor And Wall Face Ringfit Upvc Astral Ultradrain Conventional System For Soil And Waste Water Pipes Conforming To (Hsn Code: 3917) Type B Including Jointing With Seal Ring. (I) Double Socketed Pipes. A) 110Mm Dia P.V.C. Pipe Nsr 20.00 Rm. 485.00 465.60 9312.00 B) 90Mm Dia P.V.C. Pipe Nsr 25.00 Rm. 390.00 374.40 9360.00 6 Providing & Fixing Upvc Floor Trap Of Self Cleansing Design With Cp Jali Complete In All Respects. (Make : Supreme / Finolex / Prince) P-Trap Type Floor Trap 110 X 90 Mm Nsr 12.00 No. 195.00 187.20 2246.40 7 Providing And Fixing On Wall Face Unplasticised - Pvc Moulded Fittings/Accessories For Unplasticised Rigid Pvc Pipes Including Jointing With Seal Ring Leaving 10 Mm Gap For Thermal Expansion.. (Make : Supreme / Finolex / Prince) Door Tee 110X110X110 Mm Nsr 2.00 No. 280.00 268.80 537.60 110X110X90 Mm Nsr 2.00 No. 200.00 192.00 384.00 Bend 110 Mm Nsr 2.00 No. 170.00 163.20 326.40 Soil Waste & Vent Pipes And Fittings - Ii 90 Mm Nsr 2.00 No. 160.00 153.60 307.20 1 Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineer In Charge.Lls Etc. (Internal Work) I) Exposed On Wall A) 32Mm Nominal Dia Pipe 18.9.4 30.00 Rm. 328.94 315.78 9473.44 3 Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings Including Fixing The Pipe With Clamps At 1.00M Spacing. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Engineer In Charge. (Internal Work) I) Exposed On Wall A) 25Mm Dia Nominal Outer Dia Pipes 18.7.3 20.00 Rm. 301.15 289.11 5782.13 4 Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings I/C Fixing The Pipe With Clamps At 1.00M Spacing. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement And The Cost Of Cutting Chases And Making Good The Same Including Testiang Of Joints Complete As Per Direction Of Engineer In Charge. Concealed Work Including Cutting Chases And Making Good The Walls Etc. A) 15Mm Dia Nominal Outer Dia Pipes 18.8.1 70.00 Rm. 373.34 358.40 25088.28 B) 20Mm Dia Nominal Outer Dia Pipes 18.8.2 20.00 Rm. 403.19 387.06 7741.18 C) 25Mm Dia Nominal Outer Dia Pipes 18.8.3 Rm. 470.42 451.60 5 Providing & Fixing G.I. Pipes Complete With G.I. Fittings & Clamps Including Cutting & Making Good The Walls Etc. (Internal Work) I) Exposed On Wall A) 25Mm Dia Nominal Bore (Medium Duty) Dsr-18.10.3 20.00 Rm. 413.76 397.21 7944.21 Ii) Concealed Pipe Including Painting With Anticorrosive Bitumatic Paint, Cutting Chases And Making Good The Wall. A) 15Mm Dia Nominal Bore Dsr-18.11.1 15.00 Rm. 435.32 417.91 6268.65 2 Painting G.I. Pipes And Fittings With Synthetic Enamel White Paint Over A Ready Mixed Priming Coat, Both Of Approved Quality For New Work. A) 15Mm Dia Nominal Bore. Dsr-18.38.1 15.00 Rm. 14.55 13.97 209.51 B) 25Mm Dia Nominal Bore. Dsr-18.38.3 10.00 Rm. 22.69 21.78 217.79 2 Providing And Fixing 45 Cm Long Unplasticised Pvc Connection Pipe With Brass Unions. A) 15Mm Nominal Bore Dsr18.21.2.1 4.00 Nos. 73.31 70.38 281.51 5 Providing & Fixing Cp Brass Bib Cock Of Approved Quality Conforming To Is 8931 A) 15Mm Nominal Bore 18.49.1 7.00 Nos. 380.09 364.88 2554.19 6 Providing & Fixing C.P. Brass Long Body Bib Cock Of Approved Quality Conforming To Is Standards And Weighing Not Less Than 690 Gms. A) 15Mm Nominal Bore 18.51.1 7.00 Nos. 599.19 575.22 4026.57 7 Providing & Fixing C.P. Brass Angle Valve For Basin Mixer And Gyser Points Of Approved Quality Conforming To Is 8931 A) 15Mm Nominal Bore 18.53.1 14.00 Nos. 430.71 413.48 5788.75 8 Providing And Fixing Gun Metal Gate Valve With Wheel Of Approved Quality. A) 25Mm Dia Nominal Bore 18.17.1 2.00 Each 466.78 448.11 896.23 B) 32Mm Dia Nominal Bore 18.17.2 1.00 Each 517.18 496.50 496.50 C) 50Mm Dia Nominal Bore 18.17.4 Each 769.96 739.16 Water Supply Pipes And Fittings - Iii 9 Providing And Fixing Ball Valve (Brass) Of Approved Quality, High Or Low Pressure, With Plastic Floats Complete 20Mm Dia Nominal Bore 18.18.2 1.00 Each 346.86 332.99 332.99 A) 25 Mm Nominal Bore 18.18.3 2.00 Nos. 348.03 334.10 668.21 10 Providing And Placing On Terrace (At All Floor Levels) Polyethylene Water Storage Tank Of Approved Brand And Manufacture With Cover And Suitable Locking Arrangement And Making Necessary Holes For Inlet, Outlet And Overflow Pipes But Without Fittings And The Base Support For Tank. 18.48 A) Circular Tank 18.48 2500.00 Ltrs 8.25 7.92 19799.33 11 Providing And Fixing Stone Slab Table Rubbed, Edges Rounded And Polished Of Size 75X50Cm Deep And 1.8Cm Thick Fixed In Urinal Partitions By Cutting A Chase Of Appropriate Width With Chase Cutter And Embedding The Stone In The Chase With Epoxy Grout Or With Cement Concrete 1:2:4 (1Cement: 2Coarse Sand: 4Graded Stone Aggregate 6Mm Nominal Size) As Per Direction Of Engineerin-Charge And Finished Smooth. 8.10 Granite Stone Of Approved Shade Dsr-8.10.2 1.08 Sqm. 3038.79 2917.23 3150.61 1 Providing & Fixing Soil, Waste And Vent Pipes. A) 100Mm Dia Centrifugally Cast Iron S & S Pipe. Dsr17.35.1.2 6.00 Rm. 885.53 850.11 5100.67 2 Providing Lead Caulked Joints To Sand Cast Iron/Centrifugally Cast (Spun) Iron Pipes & Fitting Of Diameters. A) 100Mm Dsr-17.58.1 2.00 Each 466.86 448.18 896.37 3 Providing & Fixing M.S. Holder Bat Clamps Of Approved Design To Sand Cast Iron/Centrifugally Cast (Spun) Iron S & S Pipe Embeded In & Including Cement Concrete Blocks 10X10X10Cm. Of 1:2:4 Mix (1 Cement : 2 Coarse : 4 Graded Stone Aggregate 20Mm Nominal Size). Including Cost Of Cutting Holes & Making Good The Walls Etc. A) For 100Mm Dia Pipe. Dsr-17.37.1 2.00 Each 272.13 261.24 522.49 4 Providing & Fixing Cast Iron Trap Of Self Cleansing Design With Or Without Ventarm Complete, Including Cost Of Cutting & Making Good The Walls & Floors. A) 100Mm Inlet & 75Mm Outlet. Dsr17.60.2.1 1.00 No. 1481.31 1422.06 1422.06 5 Providing & Fixing Cast Iron Coller. A) 100Mm Dia. Dsr17.57.1.2 2.00 No. 384.85 369.46 738.91 6 Providing And Fixing Plain Cast Iron S & S Sanitary Bend. A) 100Mm Dsr17.39.1.2 2.00 Nos. 427.52 410.42 820.84 1 Providing And Fixing In Floor And Wall Face Ringfit Upvc Astral Ultradrain Conventional System For Soil And Waste Water Pipes Conforming To (Hsn Code: 3917) Type B Including Jointing With Seal Ring. (I) Double Socketed Pipes. A) 110Mm Dia P.V.C. Pipe Mr 7.50 M 485.00 465.60 3492.00 2 Providing And Fixing Square Mouth S.W. Gully Trap Grade A Complete With C.I. Grating Brick Masonry Chamber With F.P.S. Bricks Of Class Designation 75 And Water Tight C.I. Cover With Frame Of 300 X 300Mm. Size (Inside) The Weight Of Cover To Be Not Less Than 4.50 Kg And Frame To Be Not Less Than 2.70 Kg As Per Standard Design. A) 150 X 100 Mm. Size P Type With Sewer Bricks Conforming To Is : 4885 Dsr-19.4.2.1 1.00 Nos 2050.58 1968.56 1968.56 Soil Waste & Vent Pipes And Fittings - Ii Schedule Of Quantities For Internal Sewerage System - Iv 3 Constructing Brick Masonry Manhole In Cement Mortar 1:4 (1 Cement :4 Coarse Sand) Rcc Top Slab With 1:2:4 Mix (1 Cement :2 Coarse Sand :4 Graded Stone Aggregate 20Mm Nominal Size), Foundation Concrete 1:4:8 Mix (1 Cement :4 Coarse Sand :8 Graded Stone Aggregate 40Mm Nominal Size) Inside Plastering 12Mm Thick With Cement Mortar 1:3 (1 Cement :3 Coarse Sand) Finished With Floating Coat Fo Neat Cement And Making Channels In Cement Concrete 1:2:4 (1 Cement :2 Coarse Sand :4 Graded Stone Aggregate 20Mm Nminal Size) Finished With A Floating Coat Of Neat Cement Complete As Per Standard Design 19.7 Inside Size 90X80Cms And 45Cms Deep Including Ci Cover With Frame (Light Duty) 455X610Mm Internal Diamensions Total Weight Of Cover And Frame To Be Not Less Than 38 Kg (Weight Of Cover 23 Kg And Weight Of Frame 15Kg). 19.7.1 With Fps Bricks Of Class Designation 150 Dsr-19.7.1.1 1.00 Each 9577.59 9194.49 9194.49 External Sewerage Works 1 Excavating Trenches In All Kind Of Soil Of Required Width For Pipes. Including Excavation For Sockets And Dressing Of Sides, Ramming Of Bottoms, Including Getting Out The Excavated Soil & Then Returning The Soil As Required, In Layers Not Exceeding 20 Cm In Depth Including Consolidating Each Deposited Layer By Ramming, Watering, Etc & Disposing Of Surplus Excavated Soil As Directed Within A Lead Of 50M. Up To 1.50 M Depth Pipes 80 Mm To 300 Mm Diameter 2.10.1.2 20.00 Rm 264.10 253.54 5070.79 2 Providing And Fixing In Floor And Wall Face Ringfit Upvc Astral Ultradrain Conventional System For Soil And Waste Water Pipes Conforming To (Hsn Code: 3917) Type B Including Jointing With Seal Ring. (I) Double Socketed Pipes. 160Mm Dia Under Floor (For External Sewer) Nsr 20.00 Metre 1190.00 1142.40 22848.00 3 Constructing Brick Masonry Manhole With F.P.S. Bricks In Cement Mortar 1 : 4 (1 Cement : 4 Coarse Sand) Rcc Top Slab With 1 : 2 : 4 Mix (1 Cement : 2 Coarse Sand : 4 Grade Stone Aggregate 20Mm Nominal Size); Foundation Concrete 1:4:8 Mix (1 Cement : 4 Coarse Sand : 8 Graded Stone Aggregate 40 Mm Nominal Size) Inside Plastering 12 Mm Thick With Cement Mortar 1:3 (1Cement 3 Coarse Sand) Finished With A Floating Coat Of Neat Cement And Making Channels In Cement Concrete 1:2:4 (1Cement : 2 Coarse Sand: 4 Graded Stone Aggregate 20 Mm Nominal Size) Finishd With A Floating Coat Of Neat Cement Complete As Per Standard Design Inside Size 90 X 80 Cm & 45 Cm Deep Including Ci Cover With Frame (Light Duty) 455 X 610 Mm Internal Dimension Total Wt. Of Cover & Frame To Be Not Less Than 38 Kg (Wt. Of Cover 23 Kg And Wt. Of Frame 15 Kg) 19.7.1.1 3.00 Nos 9577.59 9194.49 27583.46 4 Extra For Depth For Manhole With F.P.S. Bricks Size 90 X 80 Cm 19.8.1.1 0.30 Rm 6618.83 6354.07 1906.22 5 Providing M.S. Foot Rests Including Fixing In Manholes With 20*20*10 Cm Cement Concrete Blocks 1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size) As Per Standard Design : With 20 X 20 Mm Square Bar 19.15.1 3.00 Nos 408.51 392.17 1176.51 6 Providing And Fixing Square Mouth S.W. Gully Trap Grade `A Complete With C.I. Grating Brick Masonry Chamber With F.P.S Bricks And Water Tight Ci Cover With Frame Of 300 X 300 Mm Size (Inside) The Weight Of Cover To Be Not Less Than 4.50 Kg And Frame To Be Not Less Than 2.70 Kg As Per Standard Design 180 X 150 Mm. Size P Type 19.4.3.1 2.00 Nos 2101.54 2017.48 4034.96 7 Making Soak Pit 2.5 M Diameter 3.0 Metre Deep With 45 X 45 Cm Dry Brick Honey Comb Shaft With Bricks And S.W. Drain Pipe 100 Mm Diameter, 1.8 M Long Complete As Per Standard Design. With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 19.32.1 1.00 Nos 20145.75 19339.92 19339.92 8 Providing M.S. Foot Rests Including Fixing In Manholes With 20X20X10 Cm Cement Concrete Blocks 1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size) As Per Standard Design With 20X20 Mm Square Bar Dsr-19.15.1 8.00 Nos. 408.51 392.17 3137.37 9 Providing And Fixing S.C.I. Tee 150 Mm At The Inlet And Outlet Of Septic Tank. Dsr-7087 2.00 Nos. 621.00 596.16 1192.32 10 Providing And Fixing Soil, Waste And Vent Pipes:75 Mm Diameter Sand Cast Iron S&S Pipe As Per Is: 1729 Dsr17.35.2.1 3.00 Rmt. 783.54 752.19 2256.58 11 Providing & Fixing Of 75Mm Dia Sand Cast Iron S&S As Per Is - 1729 Terminal Guard. Dsr17.56.2.1 2.00 Nos. 255.52 245.30 490.59 12 Providing & Fixing 75Mm Plane Sand Cast Iron S&S Bend Of Required Drgtee. Dsr17.39.2.1 2.00 Nos. 282.18 270.89 541.78 13 Providing Lead Caulked Joints To Sand Cast Iron/ Cetrifugally Cast (Squn) Irons Pipes & Fitting Of 50 Mm Dia Dsr-17.58.2 2.00 Nos. 394.67 378.89 757.77 14 Providing And Fixing In Position Precast Rcc Manhole Cover And Frame Of Required Shape And Approved Quality.M.D. -10- Circular Shape 500Mm Internal Diameter Dsr19.19.2.2 2.00 Nos. 879.42 844.24 1688.49 1 Wiring For Light Point/ Fan Point/ Exhaust Fan Point/ Call Bell Point With 1.5 Sq.Mm Frls/Hffr Pvc Insulated Copper Conductor Single Core Cable In Surface/ Recessed Medium Class Pvc Conduit, With Modular Switch, Modular Plate, Suitable Gi Box And Earthing The Point With 1.5 Sq.Mm Frls/Hffr Pvc Insulated Copper Conductor Single Core Cable Etc. As Required Dsr 1.10.3 51.00 Each 1115.37 1070.76 54608.68 2 Wiring For Twin Control Light Point With 1.5 Sq.Mm Frls/Hffr Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Medium Class Pvc Conduit, 2Way Modular Switch, Modular Plate, Suitable Gi Box And Earthing The Point With 1.5 Sq.Mm Frls/Hffr Pvc Insulated Copper Conductor Single Core Cable Etc. As Required Dsr 1.11 4.00 Each 1187.60 1140.10 4560.39 3 Supplying And Fixing Of Following Sizes Of Medium Class Pvc Conduit Along With Accessories In Surface/Recess Including Cutting The Wall And Making Good The Same In Case Of Recessed Conduit As Required. Dsr 1.21.1 17.00 Metre 97.32 93.43 1588.26 4 Wiring For Circuit/ Submain Wiring Along With Earth Wire With The Following Sizes Of Frls/Hffr Pvc Insulated Copper Conductor, Single Core Cable In Surface/ Recessed Medium Class Pvc Conduit As Required.2 X 1.5 Sq. Mm + 1 X 1.5 Sq. Mm Earth Wire Dsr 1.14.1 650.00 Metre 177.15 170.07 110542.86 5 Wiring For Circuit/ Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor, Single Core Cable In Surface/ Recessed Medium Class Pvc Conduit As Required 2 X 2.5 Sq. Mm + 1 X 2.5 Sq. Mm Earth Wire Dsr 1.14.2 188.00 Metre 285.12 273.71 51457.72 6 Wiring For Circuit/ Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor, Single Core Cable In Surface/ Recessed Medium Class Pvc Conduit As Required 2 X 4 Sq. Mm + 1 X 4 Sq. Mm Earth Wire Dsr 1.14.3 202.00 Metre 253.94 243.79 49244.67 7 Wiring For Circuit/ Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor, Single Core Cable In Surface/ Recessed Medium Class Pvc Conduit As Required 2 X 6 Sq. Mm + 1 X 6 Sq. Mm Earth Wire Dsr 1.14.4 105.00 Metre 333.78 320.42 33644.59 8 Supplying And Fixing Suitable Size Gi Box With Modular Plate And Cover In Front On Surface Or In Recess, Including Providing And Fixing 6 Pin 5/6 & 15/16 A Modular Socket Outlet And 15/16 A Modular Switch, Connections Etc. As Required Dsr 1.32 22.00 Each 445.54 427.72 9409.83 9 Supplying And Fixing Brass Batten/ Angle Holder Including Connection Etc. As Required Dsr 1.34 15.00 Each 99.60 95.62 1434.25 Electrical Works 10 Installation ,Testing, Commissioning Of Wall Bracket /Ceiling Fittings Of All Sizes And Shapes Containing Upto Two Ls/Cfl/Led Lamps Per Fitting, Complete With All Accessories Including Connections Etc. As Required. Dsr 1.35 1.00 Each 90.48 86.86 86.86 11 Supplying, Installation, Testing & Commissioning Of Led Recessed/ Surface Down Lighter (Round/ Square/ Rectangular) Smd Type Of Following Body Material With Pmma And Prismatic Diffuser And Construction As Per Is : 10322 With Driver As Per The Requirement With Driver Efficiency >85%, Operating Voltage Ac 140-270 Volt, Frequency 50/60 Hz, Operating Temp Range -50C To 400C, Internal Surge Protection Of 2.5 Kv With Short & Open Circuit Protection ,Thd < 10% , P. F.≥0.95, Ip20, Cri >80, Ugr (Unified Glare Rating) < 19, Flicker Free (Flicker Should Be Below 5%), Life Time (Led, Driver & Electrical Circuitry), Of Minimum 50000 Burning Hours With 70% Of Initial Lumen Maintained Till Life Ends, Cct 3000°K /4000°K / 5700°K / 6500°K (As Per Ansi Bin), Sdcm (Standard Deviation Colour Matching) <3, Maximum Power Consumption Should Not More Than The Specified Rating And Fixture Shall Be Confirming To Relevant Bis Standards. Manufactures Word Mark/ Name Engraved/ Embossing/ Screen Printing On Housing Complete In All Respect I/C External Connections With 1.5 Sq.Mm Frls/Hffr, Pvc Insulated Copper Conductor Single Core Cable And Earthing Etc. As Required With Minimum 5 Year Oem Warranty. System Lumen Efficacy ≥105 And <120 Lm/Watt Output . Lm79 & Lm80 Test Report And All Testing Required For Led Fixtures As Per Bis Shall Be Submitted. Shape Size And Cct Shall Be As Approved By Engineer-In-Charge As Per Requirement. (Thermal Management: Heat Sink Of Aluminium Housing Such That Led Junction Temperature Shall Not Rise Above 90°C) Powder Coated Die Cast /Extruded Aluminium Body Including Trim 18 Watt Mr 19.00 Each 700.00 672.00 12768.00 12 Earthing With G.I. Earth Plate 600 Mm X 600 Mm X 6 Mm Thick Including Accessories, And Providing Masonry Enclosure With Cover Plate Having Locking Arrangement And Watering Pipe Of 2.7 Metre Long Etc. With Charcoal/ Coke And Salt As Required Dsr-5.4 3.00 Each 5681.03 5453.79 16361.37 13 Supplying And Laying 25 Mm X 5 Mm G.I Strip At 0.50 Metre Below Ground As Strip Earth Electrode, Including Connection/ Terminating With G.I. Nut, Bolt, Spring, Washer Etc. As Required. (Jointing Shall Be Done By Overlapping And With 2 Sets Of G.I. Nut Bolt & Spring Washer Spaced At 50Mm) Dsr 5.9 55.00 Metre 109.48 105.11 5780.78 14 Supplying And Fixing 5 A To 32 A Rating, 240/415 V, 10 Ka, C Curve, Miniature Circuit Breaker Suitable For Inductive Load Of Following Poles In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required. A) Single Pole Dsr-2.10.1 9.00 Each 194.64 186.85 1681.68 15 Supplying And Fixing Following Way, Single Pole And Neutral, Sheet Steel, Mcb Distribution Board, 240 V, On Surface/ Recess, Complete With Tinned Copper Bus Bar, Neutral Bus Bar, Earth Bar, Din Bar, Interconnections, Powder Painted Including Earthing Etc. As Required. (But Without Mcb/Rccb/Isolator) A) 6 Way (4 + 12), Double Door Dsr-2.3.1 2.00 Each 1677.24 1610.15 3220.30 16 Supplying And Fixing Following Way, Horizontal Type Three Pole And Neutral, Sheet Steel, Mcb Distribution Board, 415 V, On Surface/ Recess, Complete With Tinned Copper Bus Bar, Neutral Bus Bar, Earth Bar, Din Bar, Interconnections, Powder Painted Including Earthing Etc. As Required. (But Without Mcb/Rccb/Isolator) A) 4 Way (4 + 12), Double Door Dsr-2.4.1 1.00 Each 3110.42 2986.01 2986.01 17 Supplying And Fixing 5 A To 32 A Rating, 240/415 V, 10 Ka, C Curve, Miniature Circuit Breaker Suitable For Inductive Load Of Following Poles In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required. Dsr-2.10.3 2.00 Each 498.76 478.81 957.62 16 Installation, Testing And Commissioning Of Ceiling Fan, Including Wiring The Down Rods Of Standard Length (Upto 30 Cm) With 1.5 Sq. Mm Frls Pvc Insulated, Copper Conductor, Single Core Cable, Including Providing And Fixing Phenolic Laminated Sheet Cover On The Fan Box Etc. As Required Dsr 1.45 10.00 Each 257.74 247.43 2474.35 17 Supplying And Fixing Two Module Stepped Type Electronic Fan Regulator On The Existing Modular Plate Switch Box Including Connections But Excluding Modular Plate Etc. As Required. Dsr 1.25 10.00 Each 280.55 269.33 2693.32 18 Installation Of Exhaust Fan In The Existing Opening, Including Making Good The Damage, Connection, Testing, Commissioning Etc. As Required. Upto 450 Mm Sweep Dsr-1.50.1 7.00 Each 342.14 328.45 2299.17 19 Extra For Fixing The Louvers/ Shutters Complete With Frame For A Exhaust Fan Of All Sizes Dsr-1.51 7.00 Each 157.38 151.09 1057.62 20 Supply, Installation, Testing And Commissioning Of Ceiling Fan With Brush Less Direct Current (Bldc) Motor, Class Of Insulation: B, 3 Nos. Metal( Aluminium Alloy) Blades, 30 Cm Long Down Rod, 2 Nos. Canopies, Shackle Kit, Safety Rope, Copper Winding, Steel/Al Body Power Factor Not Less Than 0.9, Service Value (Cm/M/W) Minimum As Below, 350 Rpm (Tolerance As Per Is : 374-2019), Thd (Total Harmonic Distortion) Less Than 10%, Suitable For Operation With Regulator For Speed Control And All Remaining Accessories Including Safety Pin, Nut Bolts, Washers, Temperature Rise=75 0C (Max.), Insulation Resistance More Than 2 Mega Ohm, Suitable For 230 V, 50 Hz, Single Phase Ac Supply, Ceiling Fan Compliant To Is 374:2019 Fan I/C External Connections With 1.5 Sq.Mm Frls/Hffr, Pvc Insulated Copper Conductor Single Core Cable And Earthing Etc. As Required. 9.2.3 10.00 Each 2075.64 1992.62 19926.18 21 Supplying And Laying Of Aluminium Conductor Pvc Insulated Armoured Served Sheathed Cable 1100 Volts Grade At The Depth Of 750 Mm Bellow Ground Level Over A Cushion Of 75 Mm Thick Sand All Around And Protected With Burnt Bricks On Side And On Top .On Surface The Cable Run Shall Be Fixed On Ms Clamps Etc.Of Suitable Size Or As Directed By The Engineer-Incharge ,Complete In All Respect.The Armouring Of The Cable Shall Be Properly Connected With The Earth Conductor By Clamps Etc. Following Size 10 Sqmm X 2 Core Mr 164.00 Rm 410.34 393.93 64603.77 22 Supply & Fixing Of 225/230Mm Sweep Ventilating (Light Duty) Exhaust Fan Complete With Metallic Blade (Steel Bird Guard Protector /Copper Motor For High Air Suction Performance /Capacitor Etc.), Noise Level : (45 - 50) Db, Power Consumption : 45 W, Rated Voltage : 230 V, Rated Frequency : 50 Hz, Motor Type : Normal Speed. Complete In All Respect. Mr 7.00 Each 1665.00 1598.40 11188.80 23 Cost For Murals Work 32.40 Sqm 5850.00 5616.00 181958.40 24 Cost For Solar Street Light With 7M Pole Complete 15.00 Nos 22600.00 21696.00 325440.00 25 Cost For C.C. Bench 12.00 Nos 10000.00 9600.00 115200.00 26 Cost For Dustbin 6.00 Nos 4500.00 4320.00 25920.00 1. Trenching In Ordinary Soil Up To A Depth Of 60 Cm Including Removal And Stacking Of Serviceable Materials And Then Disposing Of Surplus Soil, By Spreading And Neatly Levelling Within A Lead Of 50 M And Making Up The Trenched Area To Proper Levels By Filling With Earth Or Earth Mixed With Sludge Or / And Manure Before And After Flooding Trench With Water (Excluding Cost Of Imported Earth, Sludge Or Manure).. (Horti) 2.1 159.24 Cum 74.51 71.53 11389.98 2 Supplying And Stacking Of Good Earth At Site Including Royalty And Carriage Upto 5 Km Lead Complete (Earth Measured In Stacks Will Be Reduced By 20% For Payment). (Horti) 2.2 79.62 Cum 491.88 472.21 37597.13 Horticulture 3 Supplying And Stacking At Site Dump Manure From Approved Source, Including Carriage Upto 5 Km Lead Complete (Manure Measured In Stacks Will Be Reduced By 8% For Payment) : Screened Through Sieve Of I.S. Designation 20 Mm (Horti) 2.4.1 106.16 Cum 242.46 232.76 24709.88 4 Spreading Of Sludge, Dump Manure And / Or Good Earth In Required Thickness As Per Direction Of Officer-In-Charge (Cost Of Sludge, Dump Manure And / Or Good Earth To Be Paid Separately). (Horti) 2.8 159.24 Cum 49.94 47.94 7634.64 5 Mixing Earth And Sludge Or Manure In The Required Proportion Specified Or Directed By The Officer-In-Charge (Horti) 2.9 159.24 Cum 34.87 33.47 5330.39 6 Grassing With Selection No.1 Grass Including Watering And Maintenance Of The Lawn For 30 Days Or More Till The Grass Forms A Thick Lawn, Free From Weeds And Fit For Mowing Including Supplying Good Earth, If Needed (The Good Earth Shall Be Paid For Separately). In Rows 5 Cm Apart In Both Directions. (Horti) 2.10.1 530.80 Sqm 16.89 16.21 8604.46 7 Providing And Displaying Of Aglaonema Silver Queen Having 30 Cm To 45 Cm. Ht. With 12 To 15 Leaves, Multi Suckers, Fresh And Healthy Leaves, Well Developed In 25 Cm Dia Earthen Pot/Plastic Pot & As Per Direction Of The Officer-In-Charge. (Horti) 3.8 60.00 Each 154.50 148.32 8899.22 (Horti) Dsr 3.8 8 Providing And Displaying Of Aglaonema Dove Variety Having Ht. 30 Cm To 45 Cm With 8 To 10 Leaves, Well Developed, Fresh And Healthy In 25 Cm Size Of Earthen Pot/Plastic Pot & As Per Direction Of The Officer-In-Charge. (Horti) 3.4 75.00 Each 77.42 74.32 5574.03 (Horti) Dsr 3.4 9 Providing And Displaying Of Aglaonema Marentifolium Variety Having Ht. 23 Cm To 30 Cm With 8 To 10 Leaves, Well Developed, Fresh And Healthy With Colorful Leaves In 20 Cm Size Of Earthen Pot/Plastic Pot. & As Per Direction Of The Officer-In-Charge. (Horti) 3.10 50.00 Each 64.54 61.96 3097.83 (Horti) Dsr 3.10 10 Providing And Displaying Of Chamaedorea Elegans Palm Having Ht. 60 Cm To 75 Cm, Well Developed With Fresh And Healthy Leaves In 25 Cm Size Of Earthen Pot/Plastic Pot. & As Per Direction Of The Officer-In-Charge. (Horti) 3.26 50.00 Each 102.70 98.59 4929.51 (Horti) Dsr 3.26 11 Providing And Displaying Of Croton Baby Golden Variety Having Ht.30 Cm And Above, Well Developed With Full Of Fresh And Healthy Leaves In 20 Cm Size Of Earthen Pot/Plastic Pot & As Per Direction Of The Officer-In-Charge. (Horti) 3.28 150.00 Each 39.11 37.55 5632.42 (Horti) Dsr 3.28 12 Providing And Displaying Of Croton Golden (Broad Leaves) Having Ht. 60 Cm To 75 Cm With 3 To 4 Branches, Well Developed, Fresh And Healthy Leaves In 25 Cm Size Of Earthen Pot/Plastic Pot. & As Per Direction Of The Officer-In-Charge. (Horti) 3.32 150.00 Each 53.81 51.65 7748.01 (Horti) Dsr 3.32 13 Providing And Displaying Of Dieffenbachia Tropic-Snow Having Ht. 60 Cm & Above With 8 - 10 Leaves, Well Developed, Fresh & Healthy In 25 Cm Size Of Earthen Pot/Plastic Pot & As Per Direction Of The Officer-In-Charge. (Horti) 3.40 50.00 Each 75.32 72.31 3615.28 (Horti) Dsr 3.40 14 Providing And Displaying Of Dieffenbachia Mosaic Having Ht. 30Cm To 45 Cm With 10-12 Leaves, Well Developed, Fresh And Healthy In 25 Cm Size Of Earthen Pot/Plastic Pot. & As Per Direction Of The Officer-In-Charge. (Horti) 3.41 50.00 Each 75.32 72.31 3615.28 (Horti) Dsr 3.41 15 Providing And Displaying Dianthus In Different Colour Well Developed With Fresh & Healthy Foliage 30 Cm Ht., In Full Bloom With Stacking In 25 Cm Earthen Pot/Plastic Pot And As Per Direction Of The Officer-In-Charge. (Horti) 4.29 50.00 Each 51.79 49.72 2486.05 (Horti) Dsr 4.29 16 Providing And Displaying Gazania Hybrid In Different Colour Well Developed With Fresh & Healthy Foliage With Full Bloom In 25 Cm Earthen Pot/Plastic Pot And As Per Direction Of The Officer-Incharge. (Horti) 4.31 150.00 Each 61.63 59.16 8874.49 (Horti) Dsr 4.31 17 Providing And Displaying Gaillardia Double Hybrid Variety Well Developed 30 To 45 Cm Ht 20 To 30 Fresh & Healthy Flower With Green Painted Bamboo Stick In 25 Cm Earthen Pot/Plastic Pot And As Per Direction Of The Officer-In-Charge. (Horti) 4.75 120.00 Each 51.85 49.78 5973.11 (Horti) Dsr 4.75 18 Providing And Stacking Of Plant Mogra Of Height 25 To 30 Cm., 2 To 3 Branch In Earthen Pots Of Size 20 Cm Earthen Pot/Plastic Pot And As Per Direction Of The Officer-In-Charge. (Horti) 4.88 100.00 Each 44.03 42.27 4226.60 (Horti) Dsr 4.88 19 Providing And Stacking Of Plant Canna Dwarf Of Height 25 To 30 Cm., 2 To 3 Suckers In Earthen Pots Of Size 20 Cm Earthen Pot/Plastic Pot And As Per Direction Of The Officer-In-Charge. (Horti) 4.89 100.00 Each 34.25 32.88 3287.87 (Horti) Dsr 4.89 20 Bush Rose In Different Colour 2 To 3 Healthy Branch 30 Cm And Above Ht. Well Developed With 8 Or More Flowers / Flower Buds In 20 Cm Earthen Pot /Plastic Pot As Per Direction Of The Officer-Incharge. (Horti) 4.90 100.00 Each 24.47 23.49 2349.13 (Horti) Dsr 4.90 21 Providing And Displaying Budded Rose (H.T. Variety) 3 To 4 Healthy Branch 30 Cm And Above Ht. Well Developed With One And Above Flower Plant In 20 Cm Earthen Pot, As Per Direction Of The Officer-In-Charge. (Horti) 4.91 100.00 Each 31.29 30.04 3003.96 (Horti) Dsr 4.91 22 Providing And Displaying Standard Rose (H.T. Variety) 3 To 4 Healthy Branch 90 Cm And Above Ht. Well Developed With One And Above Flowers In 25 Cm Earthen Pot, As Per Direction Of The Officer-In-Charge. (Horti) 4.93 75.00 Each 143.77 138.02 10351.28 (Horti) Dsr 4.93 23 Providing And Stacking Of Plumeria Rubra Of Height 120-150 Cm. With 3-4 Branches And Thick Stem In Big Size Hdpe Bags As Per Direction Of The Officer-In-Charge. (Horti) 7.72 75.00 Each 381.60 366.34 27475.20 (Horti) Dsr 7.72 24 Providing And Stacking Of Polyalthia Longifolia (Ashok) Of Height 180-195 Cm. In Gunny Bag Of Size 30 Cm As Per Direction Of The Officer-Incharge. (Horti) 7.75 75.00 Each 95.40 91.58 6868.80 (Horti) Dsr 7.75 25 Providing And Stacking Of Saraca Indica (Sita Ashok) Of Height 105-120 Cm. In Big Poly Bags Of Size 25 Cm As Per Direction Of The Officer-In-Charge. (Horti) 7.80 75.00 Each 76.32 73.27 5495.04 (Horti) Dsr 7.80 26 Providing And Stacking Of Terminalia Arjuna Of Height 150-165 Cm. In Big Polybags Of Size 25 Cm As Per Direction Of The Officerin-Charge. (Horti) 7.88 75.00 Each 57.24 54.95 4121.28 (Horti) Dsr 7.88 27 Providing And Stacking Of Calliandra, Emarginata Of Height 45-60 Cm. In Earthen Pot Of Size 20 Cm As Per Direction Of The Officer-Incharge. (Horti) 8.5 150.00 Each 33.39 32.05 4808.16 (Horti) Dsr 8.5 28 Providing And Stacking Of Nerium Oleander (Kaner) Of Height 60- 75 Cm. With 5-6 Branches In Poly Bags Of Size 25 Cm As Per Direction Of The Officer-In-Charge.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Uttar Pradesh View Result →
5.
Housing Urban and Rular Development #11306856 AOC
Tender For M.O.W. Work (Additional Room) In Bunglow No. Eg-9/3 And Ek-9/3 Under Section No.1 Survey Sub Dn. Bhopal- 1 M.O.W. Work (Additional Room) in Bunglow No. EG-9/3 and EK-9/3 Under Section No.1 Survey Sub Dn. Bhopal 1st Call P.A.C. 29.64 Lakh,as per Building SOR wef 01-01-2024 Schedule Attached Complition period 90 Days Please Enable Macros to View BoQ information SCHEDULE OF ITEMS Name of work : M.O.W. Work (Additional Room) in Bunglow No. EG-9/3 and EK-9/3 Under Section No.1 Survey Sub Dn. Bhopal Probable Amount of contract : Rs. 29.64 Lacs. (Rs. in Figures) : Time Alloved : 6 months i/c rainy season S.No SOR Item Particulers of Item Unit Rate Remarks 2 2.4 2.4.1 beyond 30 cm girth up to and including 60 cm girth each 350.0 2.4.2 beyond 60 cm girth up to and including 120 cm girth each 1150.0 2.4.3 beyond 120 cm girth up to and including 240 cm girth each 3500.0 2.4.4 above 240 cm girth each 6300.0 3 2.7 2.7.1 Ordinary rock cum 287.0 2.7.2 Hard rock (requiring blasting) cum 519.0 2.7.3 Hard rock (blasting prohibited) cum 828.0 4 2.25 2.25.1 All kinds of soil. cum 30.0 2.25.2 Ordinary or hard rock. cum 53.0 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 cum 672.0 Note: - Maximum thickness of this layer shall be 20 cm. 5 2.27 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) cum 393.0 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 cum 331.0 6 2.28 2.28.1 All kinds of soil. each 42.0 2.28.2 Ordinary rock each 68.0 2.28.3 Hard rock (requiring blasting) each 138.0 2.28.4 Hard rock (blasting prohibited) each 151.0 7 2.3 2.30.1 Along external wall where the apron is not provided using chemical emulsion@ 7.5 liters / sqm of the vertical surfaceof the substructure to a depth of 300mm including excavation channel along the wall and rodding etc. complete, with Chlorpyriphos/ Lindane E.C. 20% with 1% concentration. metre 36.0 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. metre 42.0 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. sqm 199.0 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. metre 50.0 2.30.5 Treatment at points of contact of wood work by chemical emulsion Chlorpyriphos/ Lindane (in oil or kerosene based solution) @ 0.5 litresper hole by drilling 6 mm dia holes at downward angle of 45 degree at 150mm centre to centre and sealing the same. metre 201.0 8 2.41 2.42.1 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. cum 331.0 9 4.1 4.1.1 With 20mm nominal size graded stone aggregate. 4.1.1.1 M-25 – Grade concrete cum 6338.0 4.1.1.2 M-20 – Grade concrete cum 4933.0 4.1.1.3 M-15 – Grade concrete cum 4471.0 4.1.1.4 M-10Nominal (Mix-1 Cement : 3 sand : 6 graded stone aggregate ) cum 3890.0 4.1.2 With 40mm nominal size graded stone aggregate. 4.1.2.1 M-15 - Grade concrete cum 4403.0 4.1.2.2 M-10 Nominal (Mix -1 Cement : 3 sand : 6 graded stone aggregate) cum 3808.0 4.1.2.3 M-7.5 Nominal Mix -1 Cement : 4 sand : 8 graded stone aggregate cum 3474.0 4.1.3 With fly ash. Note: No fly ash is to be added to Portland Pozzolona cement in any case which itself contains fly ash. 10 4.2 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 Cum 6582.0 4.2.1.2 M 20 – Grade concrete Cum 5177.0 4.2.1.3 M 15 – Grade concrete Cum 4714.0 4.2.1.4 M-10 Nominal Mix -1 Cement : 3 sand : 6 graded stone aggregate Cum 4134.0 4.2.2 With 40mm nominal size graded stone aggregate 4.2.2.1 M-15 - Grade concrete cum 4647.0 4.2.2.2 M-10 Nominal Mix -1 Cement : 3 sand : 6 graded stone aggregate cum 4052.0 11 4.3 4.3.1 Upto plinth: Foundations, footings, bases for columns, plinth beams, curtain walls, columns below plinth. Sqm 169.0 4.3.2 above plinth: Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, and string courses fillets etc. sqm 267.0 4.3.3 Above plinth: Columns, pillars, posts and struts. Sqm 356.0 12 4.6 4.6.1 M-25 (With 20mm nominal size graded stone aggregate) cum 5095.0 4.6.2 M-20 (With 20mm nominal size graded stone aggregate) cum 5558.0 4.6.3 M-15 (With 20mm nominal size graded stone aggregate) cum 5095.0 4.6.4 M-10 (With 20mm nominal size graded stone aggregate) Nominal Mix -1 Cement: 3 sand: 6 graded stone aggregate. cum 4515.0 4.1 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). Sqm 200.0 13 5.1 5.1.1 M-20 Grade Concrete cum 6153.0 5.1.2 M-15 Grade Concrete cum 5397.0 14 5.2 5.2.1 M-20 Grade Concrete cum 6231.0 15 5.3 5.3.1 M-20 Grade Concrete cum 6541.0 16 5.4 5.4.1 M-20 Grade Concrete cum 5542.0 17 5.5 5.5.1 M-20 Grade Concrete cum 6906.0 18 5.6.1 5.6.1 M-20 Grade Concrete cum 6337.0 19 5.7.1 5.7.1 M-20 Grade Concrete cum 5448.0 20 5.9.1 5.9.1 Foundations, footings, bases of columns, etc. for concrete upto plinth level sqm 190.6 5.9.2 Walls (any thickness) in cluding attached pilasters butter esses, plinth beams and string courses etc. 5.9.2.1 Uptoplinthlevel. sqm 219.0 5.9.2.2 Above plinth upto 3.6 m height from plinth level sqm 330.0 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. sqm 40.0 5.9.3 Suspended floors, roofs, landings, balconies and access platform. sqm 439.6 5.9.4 Shelves(Cast in situ) sqm 290.0 5.9.5 Lintels, beams, girders, bressumers and cantilevers sqm 356.0 5.9.6 Columns, P i l l a r s , Piers, Abutments, sqm 471.2 Posts and Struts. 5.9.7 Stairs, (excluding landings) except spiral- Staircases. sqm 435.7 5.9.8 Spiral staircases (including landing). sqm 450.0 5.9.9 Arches, domes,vaults upto 6m span sqm 1141.6 5.9.10 Extra for arches, domes, vaults exceeding 6 m span sqm 451.3 5.9.11 Chimneys and shafts sqm 294.0 5.9.12 Coffer/waffle slab of any size or shape as shown in the drawing. sqm 1481.0 5.9.15 Extra for shuttering in circular work or any other geometrical shape (20% of respective centering and shuttering items). sqm 0.2 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. sqm 191.0 5.9.17 Cornices and mouldings sqm 565.0 5.9.18 Small surfaces such as cantilever ends, brackets and ends of steps, caps and bases to pilasters and columns and the like. sqm 529.6 5.9.19 Weather shade, Chajjas, corbels etc., including Edges. sqm 534.2 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 C.E./S.E. in case of B & R works . sqm 575.35 5.9.21 Lintels, beams, columns, girders, bressumers and cantilevers with waterproof ply 12 mm thick (item to be executed with prior permission of C.E./S.E. in case of B & R works . sqm 521.2 21 5.1 5.10.1 Suspended floors, roofs, landing, beams and balconies (Plan area to be measured). sqm 212.0 22 5.12 5.12.1 50 mm thick sqm 790.0 5.12.2 40 mm thick sqm 689.0 5.12.3 25 mm thick sqm 598.0 23 5.16 5.16.1 Mild steel and Medium Tensile steel bars. kg 78 .00 5.16.2 Hard drawn steel wire kg 75.0 5.16.3 Cold twisted bars (CTD) kg 81.0 5.16.4 Hot rolled deformed bars kg 81.0 5.16.5 Hard drawn steel wire fabric kg 76.0 5.16.6 Thermo-Mechanically Treated bars.FE 500 D or more conforming to IS 1786 kg 80.0 5.16.7 Thermo-Mechanically Treated bars. FE 500 conforming .to IS 1786 kg 77.0 5.16.8 Corrosion resistance Steel bar Grade Fe-500 D & above , use with prior permission of C.E. Kg 98.0 24 5.22 5. 22.1 12 mm thick sqm 402.0 5. 22.2 25 mm thick sqm 574.0 5. 22.3 50 mm thick sqm 674.0 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. RM 102.0 5. 23.1.2 200mm wide. RM 137.0 5. 23.1.3 250mm wide. RM 153.0 5. 23.2 Aluminium fluted strips 3.15mm thick. 5. 23.2.1 150 mm wide. RM 483.0 5. 23.2.2 200 mm wide. RM 646.0 5. 23.2.3 250 mm wide. RM 725.0 5. 23.3 Stainless steel Grade 304 plate-1.0 mm thick 5. 23.3.1 150 mm wide. RM 367.0 5. 23.3.2 200 mm wide. RM 443.0 5. 23.3.3 250 mm wide. RM 555.0 25 5.24 5.24.1 Preparation of grooves RM 18.5 5.24.2 Preparation of Drip course RM 30.0 26 5.32 5.32.1 Non pigmented wet curing compound sqm 93.0 5.32.2 Pigmented wet curing compound. sqm 100.0 27 6.1 6.1.1 Cement mortar 1:4 (1 cement : 4 sand) cum 5818.0 6.1.2 Cement mortar 1:6 (1 cement : 6 sand) cum 5626.0 28 6.2 6.2.1 Cement mortar 1:4 (1 cement : 4 sand) cum 6012.0 6.2.2 Cement mortar 1:6 (1 cement : 6 sand) cum 5821.0 6.3 Brick work with well burnt chimney bricks in bulls pattern trench kiln manufactured by ghol process, crushing strength not lessthan 40kg /cm2 and water absorptionnot more than 15% in foundation and plinth i/c curing etc. complete. 6.3.1 Cement mortar 1:4 (1 cement : 4 sand) cum 5252.0 6.3.2 Cement Mortar 1:6 (1 cement:6 sand). cum 5061.0 29 6.4 6.4.1 Cement mortar 1:4 (1 cement : 4 sand) cum 5446.0 6.4.2 Cement Mortar 1:6 (1 cement:6 sand). cum 5255.0 30 6.5 6.5.1 Cement mortar 1:4 (1 cement : 4 sand) cum 4347.0 6.5.2 Cement Mortar 1:6 (1 cement: 6 sand). cum 4155.0 31 6.6 6.6.1 Cement mortar 1:4 (1 cement : 4 sand) cum 4541.0 6.6.2 Cement Mortar 1:6 (1 cement : 6 sand) cum 4350.0 32 6.7 6.7.1 Having 100 kg / cm2 average compressive strength. 6.7.1.1 Cement mortar 1:4 (1 cement : 4 sand) cum 5384.0 6.7.1.2 Cement mortar 1:6 (1 cement : 6 sand) cum 5162.0 6.7.2 Having 75 kg / cm2 average compressive strength. 6.7.2.1 Cement mortar 1:4 (1 cement : 4 sand) cum 5271.0 6.7.2.2 Cement mortar 1:6 (1 cement : 6 sand) cum 5049.0 6.7.3 Having 50 kg / cm2 average compressive strength. 6.7.3.1 Cement mortar 1:4 (1 cement : 4 sand) cum 5158.0 6.7.3.2 Cement mortar 1:6 (1 cement : 6 sand) cum 4936.0 33 6.8 6.8.1 Cement mortar 1:4 (1 cement : 4 sand) cum 5287.0 6.8.2 Cement mortar 1:6 (1 cement : 6 sand) cum 5095.0 34 6.9 Cement Mortar 1:4 ( 1 cement : 4 sand) 35 6.12 6.12.1 Cement mortar 1:3 (1 cement : 3 sand) sqm 697.0 6.12.2 Cement mortar 1:4 (1 cement : 4 sand) sqm 673.0 36 6.13 6.13.1 Cement mortar 1:3 (1 cement : 3 sand) sqm 639.0 6.13.2 Cement mortar 1:4 (1 cement : 4 sand) sqm 615.0 37 6.14 6.14.1 Cement mortar 1:3 (1 cement : 3 sand) sqm 546.0 6.14.2 Cement mortar 1:4 (1 cement : 4 sand) sqm 522.0 38 6.15 6.15.1 Having 100 kg/cm2 average compressive strength. 6.15.1.1 Cement mortar 1 : 3 (1 cement : 3 sand) sqm 570.0 6.15.1.2 Cement mortar 1 : 4 (1 cement : 4 sand) sqm 551.0 6.15.2 Having 75 kg/cm2 average compressive strength. 6.15.2.1 Cement mortar 1 : 3 (1 cement : 3 sand) sqm 524.0 6.15.2.2 Cement mortar 1 : 4 (1 cement : 4 sand) sqm 505.0 6.15.3 Having 50 kg/cm2 average compressive strength. 6.15.3.1 Cement mortar 1 : 3 (1 cement : 3 sand) sqm 479.0 6.15.3.2 Cement mortar 1 : 4 (1 cement : 4 sand) sqm 459.0 39 6.37 6.37.1 Having100 kg / cm2 average compressive strength. 6.37.1.1 Cement mortar 1:4 (1 cement : 4 sand) cum 5115.0 6.37.1.2 Cement mortar 1:6 (1 cement : 6 sand) cum 4904.0 6.37.2 Having75 kg / cm2 average compressive strength. 6.37.2.1 Cement mortar 1:4 (1 cement : 4sand) cum 5007.0 6.37.2.2 Cement mortar 1:6 (1 cement : 6sand) cum 4797.0 6.37.3 Having50 kg / cm2 averagecompressive strength. 6.37.3.1 Cement mortar 1:4 (1 cement : 4sand) cum 4900.0 6.37.3.2 Cement mortar 1:6 (1 cement : 6sand) cum 4689.0 40 9.3 9.3.1 Sal wood cum 76229.0 9.3.2 Kiln seasoned and chemically treated hardwood Haldu, Kail, Bija wood. cum 77538.0 9.3.3 Factory made Kiln seasoned, chemically treated, finger jointed at spacing not closer than 50 cm, 2nd class hard wood. cum 64833.0 41 9.4 9.4.1 Second class teak wood cum 9062.0 9.4.2 Sal wood cum 7131.0 9.4.3 Kiln seasoned and chemically treated Haldu, Kail, Bija wood. cum 7275.0 9.4.4 Factory made Kiln seasoned, chemically treated, finger jointed at spacing not closer than 50 cm, 2nd class hard wood. cum 6030.0 9.5.4.1 35 mm thick sqm 1089.0 9.5.4.2 30 mm thick sqm 969.0 42 9.6 9.6.1 Second class teak wood sqm 2215.0 9.6.2 Kiln seasoned and chemically treated Haldu, Kail, Bija wood sqm 1763.0 9.6.3 15mm thick Factory made Kiln seasoned, chemically treated and finger jointed at spacing not closer than 50cm, 2nd class hard wood. sqm 971.0 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. sqm 1439.0 9.6.4.2 Decorative plywood one side decorative veneer and commercial veneer on other face (Type 1) conforming to IS 1328 BWR Type sqm 1369.0 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. sqm 1861.0 9.6.5.2 Decorative plywood one side decorative veneer and commercial veneer on other face (Type-1) conforming to IS 1328 BWR Type sqm 1650.0 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. sqm 791.0 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. sqm 1087.0 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. sqm 1333.0 9.6.6.4 Pre-laminated particle board with decorative lamination on both sides, Grade I, Type II, IS: 12823 marked. sqm 1390.0 9.6.6.5 Coir Veneer Board (conforming to IS 14842) 12 mm thick sqm 1298.0 9.6.7 Float glass panes 9.6.7.1 4 mm thick glass pane (weight not less than 10 kg/sqm) sqm 973.0 9.6.7.2 5 mm thick glass pane (weight not less than 12.5 kg/sqm) sqm 1046.0 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 sqm 1532.0 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 sqm 580.0 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 sqm 754.0 43 9.14 9.14.1 Stainless steel butt hinges with stainless steel screws for 2nd class teak wood and other class of wood shutters. Sqm 170.0 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. Sqm 53.0 44 9.15 9.15.1 Panelled or panelled and glazed shutters : 9.15.1.1 Using ISI marked anodised aluminium butt hinges with necessary screws. Sqm 2736.0 9.15.1.2 Using ISI marked nickel plated bright finished M.S. piano hinges with necessary screws. Sqm 2753.0 9.15.2 Glazed shutters : 9.15.2.1 Second class teak wood including ISI marked anodised aluminium butt hinges with necessary screws. Sqm 2815.0 9.15.2.2 2nd class teak wood including ISI marked nickel plated bright finished M.S. piano hinges with necessary screws. Sqm 2759.0 45 9.16 9.16.1 12 mm thick Sqm 555.0 9.16.2 18 mm thick Sqm 654.0 46 9.17 9.17.1 18 mm thick Sqm 1270.0 9.17.2 25 mm thick Sqm 1383.0 47 9.18 9.18.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. Sqm 2823.0 9.18.2 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. Sqm 2648.0 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. Sqm 2465.0 48 9.19 9.19.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. Sqm 1870.0 9.19.2 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. Sqm 1696.0 9.19.3 25mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. piano hinges with necessary screws. Sqm 1623.0 49 9.2 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). Sqm 401.0 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. Sqm 157.0 9.22.2 Circular. Sqm 244.0 50 9.25 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. Sqm 3174.0 9.25.1.2 Kiln seasoned and chemically treated Haldu, Kail, Bija wood. Sqm 2599.0 9.25.1.3 Kiln seasoned selected class of sheesham wood. Sqm 2452.0 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. Sqm 3291.0 9.25.2.2 Kiln seasoned and chemically treated Haldu, Kail, Bija wood. Sqm 2716.0 9.25.2.3 Kiln seasoned selected class of sheesham wood. Sqm 2569.0 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. Sqm 2797.0 9.25.3.2 Kiln seasoned and chemically treated Haldu, Kail, Bija wood. Sqm 2306.0 9.25.3.3 Kiln seasoned selected class of sheesham wood. Sqm 2179.0 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. Sqm 2914.0 9.25.4.2 Kiln seasoned and chemically treated Haldu, Kail, Bija wood. Sqm 2423.0 9.25.4.3 Kiln seasoned selected class of sheesham wood. Sqm 2296.0 9.26.2 30 mm thick shutters Sqm 2102.0 51 9.57 9.57.1 300x16 mm Each 170.0 9.57.2 250x16 mm Each 157.0 52 9.58 9.58.1 250x10 mm Each 68.0 9.58.2 200x10 mm Each 60.0 9.58.3 150x10 mm Each 42.0 9.58.4 100x10 mm Each 35.0 53 9.6 9.60.1 300x20x6 mm Each 72.0 9.60.2 250x20x6 mm Each 67.0 54 9.61 9.61.1 125 mm Each 27.0 9.61.2 100 mm Each 25.0 9.61.3 75 mm Each 24.0 55 9.62 9.62.1 150 mm Each 23.0 9.62.2 115 mm Each 20.0 9.62.3 90 mm Each 17.0 56 9.63 9.63.1 300 mm weighing not less than 200 gms. Each 40.0 9.63.2 250 mm weighing not less than 150 gms. Each 34.0 9.63.3 200 mm weighing not less than 120 gms. Each 28.0 57 9.65 9.65.1 300x16 mm Each 389.0 9.65.2 250x16 mm Each 326.0 9.65.3 400x16mm Each 601.0 58 9.66 9.66.1 250x10 mm Each 148.0 9.66.2 200x10 mm Each 93.0 9.66.3 150x10 mm Each 71.0 9.66.4 100x10 mm Each 50.0 59 9.68 9.68.1 300x20x6 mm Each 211.0 9.68.2 250x20x6 mm Each 173.0 9.69 Providing and fixing ISI marked stainless steel handles with necessary screws etc. complete : Each 9.69.1 125 mm Each 60.0 9.69.2 100 mm Each 54.0 9.69.3 75 mm Each 48.0 60 9.7 9.70.1 150 mm each 37.0 9.70.2 115 mm each 33.0 9.70.3 90 mm each 26.0 61 9.73 9.73.1 125x64x1.90 mm each 67.0 9.73.2 100X58X1.90 mm each 59.0 9.73.3 75x47x1.80 mm each 39.0 9.73.4 50x37x1.50 mm each 25.0 62 9.74 9.74.1 125x64x2.50 mm each 76.0 9.74.2 100x60x2.50 mm each 60.0 9.74.3 75x50x2.50 mm each 46.0 63 9.76 9.77 Providing and fixing bright finished brass butt hinges with necessary screws etc. complete : 9.77.1 125x85x5.5 mm (heavy type) each 456.0 9.77.2 125x70x4 mm (ordinary type) each 148.0 9.77.3 100x85x5.5 mm (heavy type) each 387.0 9.77.4 100x70x4 mm (ordinary type) each 117.0 9.77.5 75x65x4 mm (heavy type) each 145.0 9.77.6 75x40x2.5 mm (ordinary type) each 74.0 9.77.7 50x40x2.5 mm (ordinary type) each 32.0 64 9.78 9.78.1 150x125x27x5 mm each 385.0 9.78.2 125x125x27x5 mm each 345.0 9.78.3 100x125x27x5 mm each 304.0 9.78.4 75x100x20x3.2 mm each 239.0 65 9.79 9.79.1 400x10 mm each 400.0 9.79.2 250x10 mm each 329.0 9.79.3 200x10 mm each 261.0 9.79.4 150x10 mm each 221.0 9.79.5 100x10 mm each 142.0 66 9.8 9.80.1 300x16x5 mm each 237.0 9.80.2 250x16x5 mm each 225.0 67 9.81 9.81.1 125 mm each 205.0 9.81.2 100 mm each 181.0 9.81.3 75 mm each 141.0 68 9.82 9.82.1 300x16mm each 407.0 9.82.2 250x16mm each 374.0 69 9.87 9.87.1 40 mm each 144.0 9.87.2 50 mm each 150.0 9.87.3 65 mm each 162.0 9.87.4 75 mm each 185.0 70 9.99 9.99.1 Size 40 mm each 144.0 9.99.2 Size 50 mm each 156.0 9.99.3 Size 65 mm each 167.0 9.99.4 Size 75 mm each 196.0 71 9.101 9.101.1 300x16mm each 268.0 9.101.2 250x16mm each 245.0 72 9.102 9.102.1 400X10mm each 260.0 9.102.2 300x10mm each 198.0 9.102.3 250x10mm each 164.0 9.102.4 200x10 mm each 113.0 9.102.5 150x10 mm each 91.0 9.102.6 100x10 mm each 73.0 73 9.103 9.103.1 300x16x5mm each 255.0 9.103.2 250x16x5mm each 243.0 74 9.108 9.108.1 125x75x4 mm each 115.0 9.108.2 125x63x4 mm each 108.0 9.108.3 100x75x4 mm each 95.0 9.108.4 100x63x4 mm each 93.0 9.108.5 100x63x3.2 mm each 90.0 9.108.6 75x63x4 mm each 77.0 9.108.7 75x63x3.2 mm each 75.0 9.108.8 75x45x3.2 mm each 67.0 75 9.109 9.109.1 300x16 mm each 241.0 9.109.2 250x16 mm each 195.0 76 9.11 9.110.1 400X10mm each 123.0 9.110.2 300x10 mm each 114.0 9.110.3 250x10 mm each 102.0 9.110.4 200x10 mm each 82.0 9.110.5 150x10 mm each 69.0 9.110.6 100x10 mm each 55.0 77 9.111 78 9.113 9.113.1 125 mm each 75.0 9.113.2 100 mm each 55.0 9.113.3 75 mm each 46.0 79 9.114 9.114.1 Single rubber stopper each 35.0 9.114.2 Twin rubber stopper each 86.0 80 9.116 81 9.117 82 9.126 83 9.127 84 9.128 85 9.129 9.129.1 Triple strip vertical type. each 28.0 9.129.2 Double strip (horizontal type). each 23.0 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 each set 209.0 9.131.2 450mm long each set 256.0 9.131.3 500mm long each set 302.0 86 9.132 87 9.133 9.133.1 Marine plywood conforming to IS: 710 sqm 1591.0 9.133.2 Fire retardant plywood conforming to IS: 5509. sqm 1660.0 88 9.134.1 9.134.1 1.5 mm thick. sqm 851.0 89 9.134.2 90 9.138 9.138.1 12 mm thick. sqm 919.0 9.138.2 18 mm thick. sqm 1161.0 9.138.3 25 mm thick. sqm 1230.0 91 9.139 92 9.14 9.140.1 18 mm thick sqm 1493.0 9.140.2 25 mm thick sqm 2017.0 93 9.145 9.145.1 Board 12 mm thick sqm 811.0 9.145.2 Board 18 mm thick sqm 943.0 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 sqm 1055.0 9.146.2 25 mm thick sqm 1420.0 94 9.147 95 9.148 96 9.15 9.150.1 12 mm thick commercial ply conforming to IS: 1328 BWR type. Sqm 1210.0 9.150.2 18 mm thick commercial ply conforming to IS: 1328 BWR type. Sqm 1320.0 97 9.158 9.158.1 Extruded section Profile size 48x40 mm. metre 203.0 9.158.2 Extruded section Profile size 42x50 mm. metre 208.0 98 9.165 99 9.166 9.166.1 Plain PVC door shutters. sqm 2026.0 9.166.2 Pre laminated PVC door shutters. sqm 2490.0 100 9.167 101 9.168 as panel. The styles andrails will be mitred cut and joint with the help of PVC solvent cement and self driven self tapping screws. Single piece extruded solid PVC lock rail of size 100 mm x 30 mm with wall thickness 5 mmand 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. sqm 2026.0 9.168.2 Decorative finish (both side wood grained finish). sqm 2432.0 102 9.169 9.169.1 Single rebate (75 mm X 50 mm) RM 459.0 9.169.2 Single rebate (100 mm X50 mm) RM 720.0 9.169.3 Single or double rebate (125 mm X 65 mm) RM 923.0 103 9.17 9.170.1 24 mm thick WPC (Wood polymer composite) solid plain flush door shutter sqm 2250.0 9.170.2 28 mm thick WPC (Wood polymer composite) solid plain flush door shutter sqm 3250.0 9.170.3 30 mm thick WPC (Wood polymer composite) solid plain flush door shutter sqm 3693.0 9.170.4 35 mm thick WPC (Wood polymer composite) solid plain flush door shutter sqm 4135.0 104 9.186 105 9.187 9.187.1 Casement Window (Outward/Inward opening) with hinge System. 9.187.1.1 Frame (50 mm x 50mm) metre 422.0 9.187.1.2 Sash (Style and Rail) (62 mm x 34 mm) metre 403.0 9.187.1.3 Mullion (intermediate Section) (66mm x 50 mm) metre 434.0 9.187.1.4 ‘T Profile (one vertical length in between two shutters) (24mm x 34.5mm) metre 99.0 9.187.1.5 Glazing bead (12mm x 18mm) metre 130.0 9.187.2 Casement Window (With friction hinge and outward opening) 9.187.2.1 Casement Frame (67mm x 62mm) metre 495.0 9.187.2.2 Casement Window Sash/Mullion (67mm x75mm) (style, rail and intermediate section) metre 519.0 9.187.2.3 Casement Glazing bead (35mm x 18 mm) metre 178.0 9.187.3 Sliding Window (Two Track, 2/4 Shutters) 9.187.3.1 Two Track Sliding Frame (67mm x 52mm) metre 9.187.3.2 Sliding window Sash (60mm x 44mm) metre 529.0 9.187.3.3 Sliding Interlock for Window (one vertical length in each shutter)(45.5 mm x 28 mm) metre 139.0 9.187.3.4 Sliding Glazing bead (35 mm x 18 mm) metre 178.0 9.187.4 Sliding Door (Two Track, 2/4 Shutters) 9.187.4.1 Two Track Sliding Frame (67mm x 52mm) metre 539.0 9.187.4.2 Sliding Door Sash (80mm x 44mm) metre 653.0 9.187.4.3 Sliding Interlock for Door (one vertical length in each shutter) (45.5 mm x 28 mm) metre 139.0 9.187.4.4 Sliding Glazing bead (35 mm x 18 mm) metre 178.0 106 9.188 9.188.1 200 x 19 x 1.9 mm each 321.0 9.188.2 250 x 19 x 1.9 mm each 369.0 9.188.3 300 x 19 x 1.9 mm each 462.0 9.188.4 350 x 19 x 1.9 mm each 526.0 9.188.5 400 x 19 x 1.9 mm each 636.0 107 9.189 108 9.191 109 9.192 110 9.193 111 9.194 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.) sqm 6798.0 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). sqm 6221.0 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). sqm 4842.0 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 & sash67 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.) sqm 6681.0 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.) sqm 6942.0 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 & mullion67 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.) sqm 5290.0 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 caps and necessary stainless steel screws etc. Profile of frame shall be mitred cut and fusion welded at all corners, mullion (ifrequired) shall be also fusion welded including drilling of holes for fixing hardwares and drainage of water etc. Afterfixing 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). 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.) sqm 4860.0 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 fromroll forming process of required length(shape & size according to UPVC profile),UPVC 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). sqm 7085.0 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). sqm 7063.0 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 (shape & size according to UPVC profile), appropriate dimension of UPVC extruded glazing beads and UPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profileof frame & sash shall be mitred cut and fusion welded at all corners, 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 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) 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 ± 0.2mm and single glazing bead of appropriate dimension. (Area of window upto 1.75 sqm) sqm 5060.0 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). sqm 6880.0 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 ± 0.2mm and single glazing bead / double glazing bead of appropriate dimension (Area of window above 1.75 sqm upto 2.50 sqm). sqm 5134.0 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 ofwindow above 1.75 sqm). sqm 6371.0 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) sqm 5913.0 112 9.198 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 ± 0.2mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 2.50 sqm upto sqm 4332.0 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). sqm 3532.0 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 sashextruded 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), appropriate dimension UPVC extruded glazing beads, UPVC extruded interlock and UPVC extruded Inline sash adaptor (if required), EPDM gasket, wool pile, zinc alloy (white powder coated) handle with key on one side of extreme panels along with zinc plated mild steel multi point locking having transmission gear with keeps, zinc alloy (white powder coated) cresent lock (if required), 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 mmand single glazing bead / double glazing bead of appropriate dimension. (Area ofdoor above 2.00 sqm upto 10.00 sqm). sqm 3676.0 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 mmand single glazing bead / double glazing bead of appropriate dimension. (Area ofdoor above 8.00 sqm upto10.00 sqm). sqm 3810.0 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) sqm 4361.0 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 mmand single glazing bead / double glazing bead of appropriate dimension. (Area ofdoor above 2.00 sqm upto 5.00 sqm) sqm 5617.0 9.2 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.M.S. frame sqm 3908.0 113 9.201 9.201.1 24 to 25 mm thick plain solid PVC flush door shutter sqm 2250.0 9.201.2 28 to 30 mm thick plain solid PVC flush door shutter sqm 3229.0 114 9.202 9.202.1 1mm thick laminated sheet sqm 3693.0 9.202.2 0.12 mm thick laminated sheet sqm 3461.0 115 9.255 9.255.1 9 mm thick BWP grade commercial Sqm 841.0 plywood 9.255.2 12 mm thick BWP grade commercial Sqm 1064.0 plywood 9.255.3 18 mm thick BWP grade commercial Sqm 1169.0 plywood 9.255.4 25 mm thick BWP grade commercial Sqm 1366.0 plywood 116 9.256 9.256.1 25 mm outer dia & 300 mm long Each Set 984.0 9.256.2 32 mm outer dia & 450 mm long Each Set 1716.0 9.256.3 32 mm outer dia & 600 mm long Each Set 2041.0 117 9.257 9.196, 9.197, 9.198, 9.199) 118 9.258 9.258.1 Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides. sqm 1040.0 119 10.7 10.7.1 Exceeding 10.00 sqm and upto 16.80 sqm in the area. sqm 747.0 10.7.2 Exceeding 16.80 sqm in area. sqm 782.0 120 10.11 10.11.1 Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). kg 77.0 121 10.12 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. meter 402.0 10.12.1.2 Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). meter 394.0 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. meter 431.0 10.12.2.2 Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). meter 424.0 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. meter 472.0 10.12.3.2 Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). meter 464.0 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. meter 356.0 10.12.4.2 Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). meter 348.0 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. meter 385.0 10.12.5.2 Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). meter 377.0 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. meter 414.0 10.12.6.2 Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). meter 406.0 122 10.14 10.14.1 Hot finished welded type tubes kg 117.0 10.14.2 Hot finished seamless type tubes kg 123.0 10.14.3 Electric resistance or induction butt welded tubes. kg 142.0 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 ofEpoxy 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. kg 132.0 123 10.17 124 10.18 125 10.19 126 10.21 127 10.22 10.22.1 In stringers, treads, landings etc. of stair cases including use of chequered plate wherever required, all complete. kg 101.0 10.22.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. kg 105.0 128 10.23 10.23.1 M.S. tube. kg 117.0 10.23.2 E.R.W. tubes. kg 132.0 129 10.25 130 10.26 10.26.1 Galvanised M.S. Wire gauze with 0.63mm dia wire and 1.4 mm aperture on both sides sqm 646.0 10.26.2 Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides. sqm 1334.0 131 10.27 10.27.1 With 4.0 mm thick glass panes sqm 792.0 10.27.2 With 5.50 mm thick glass panes sqm 873.0 10.27.3 With 1mm thick mild steel sheet i/c 10x10x1.6mm box beading. sqm 916.0 10.27.4 With 2mm thick fibre reinforced polymer (FRP) sheet i/c 10x10x1.6mm boxbeading. sqm 611.0 10.27.5 With 1mm thick Galvanised steel sheet i/c 10x10x1.6mm box beading. sqm 936.0 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. sqm 750.0 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. sqm 800.0 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. sqm 872.0 132 10.28 10.28.1 With 4.0 mm thick glass panes. sqm 259.0 10.28.2 With 5.5 mm thick glass panes. sqm 262.0 133 10.29 134 11.19 11.19.1 Makrana white second quality. sqm 3051.0 11.19.2 Raj Nagar plain. sqm 1381.0 11.19.3 Agaria White/Morgarh sqm 1882.0 11.19.4 Katni marble sqm 1555.0 11.19.5 Black Zebra. sqm 1315.0 11.19.6 Udaipur / Baroda green marble sqm 1649.0 11.19.7 Pink plain marble. sqm 1448.0 11.19.8 Jaisalmer Yellow sqm 1582.0 135 11.2 11.20.1 Makrana white second quality. sqm 3675.0 11.20.2 Raj Nagar plain. sqm 1932.0 11.20.3 Agaria White/Morgarh sqm 2455.0 11.20.4 Katni marble sqm 2113.0 11.20.5 Black Zebra. sqm 1863.0 11.20.6 Udaipur / Baroda green marble sqm 2211.0 11.20.7 Pink plain marble. sqm 2002.0 11.20.8 Jaisalmer Yellow sqm 2141.0 136 11.21 11.21.1 Makrana white second quality. sqm 3773.0 11.21.2 Raj Nagar plain. sqm 2737.0 11.21.3 Agaria White/Morgarh sqm 2553.0 11.21.4 Katni marble sqm 2219.0 11.21.5 Black Zebra. sqm 1961.0 11.21.6 Udaipur / Baroda green marble sqm 2309.0 11.21.7 Pink plain marble. sqm 2100.0 11.21.8 Jaisalmer Yellow sqm 2240.0 137 11.22 11.22.1 Raj Nagar plain/White Marble/Udaipur Green Marble /Zebra black sqm 1797.0 11.22.2 Granite fine grained dark crystal of other colours and various patterns sqm 2356.0 11.22.3 Granite coarse grained light black/ light red/white with crystal of other colours and various patterns Sqm 2113.0 11.22.4 Granite grey/pink/brown with various patterns Sqm 1808.0 11.22.5 Cuddpah stone sqm 1279.0 138 11.23 139 11.24 140 11.25 141 11.29 11.29.1 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 sqm 2919.0 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 sqm 2675.0 11.29.1.3 Gray/Pink/Brown or equivalent with various patterns sqm 2370.0 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 sqm 2705.0 11.29.2.2 Coarse grained granite dark Black/dark Red/ White or equivalent with self design/ pattern/crystals of other colors of glitter sqm 2486.0 11.29.2.3 Gray/Pink/Brown or equivalent with various patterns sqm 2212.0 142 11.3 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 sqm 2642.0 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 sqm 2422.0 11.30.1.3 Gray/Pink/Brown or equivalent with various patterns sqm 2153.0 11.30.2 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 sqm 2455.0 11.30.2.2 Coarsegrained granite dark Black/dark Red/ White or equivalent with self design/ pattern/crystals of other colors of glitter sqm 2258.0 11.30.2.3 Gray/Pink/Brown or equivalent with various patterns sqm 2011.0 patterns 143 11.32 144 11.33 11.33.1 Flamed Finish Granite sqm 2542.0 11.33.2 Leather Finish Granite sqm 2809.0 145 11.34 146 11.36 Note: - Deduction shall be made for not mirror polishing according to item no 11.43 147 11.37 148 11.38 11.38.1 10-12 mm thick sqm 1177.0 11.38.2 20 mm thick sqm 1231.0 149 11.39 150 11.4 11.40.1 Marble work meter 164.0 11.40.2 Granite work. meter 269.0 151 11.41 152 11.42 153 11.43 154 11.44 11.44.1 Red sand stone sqm 578.0 11.44.2 White sand stone sqm 578.0 11.44.3 Grey lime stone sqm 578.0 11.44.4 Kota stone sqm 678.0 155 11.47 156 11.48 157 11.49 158 11.52 159 11.53 160 11.54 161 11.55 162 11.56 163 12.63 11.63.1 Fastener with threaded dia 6 mm. each 25.0 11.63.2 Fastener with threaded dia 10 mm. each 29.0 11.63.3 Fastener with threaded dia 12 mm. each 46.0 164 11.66 165 11.72 proper embedding/ laying of inter locking paver blocks into the bedding layer through vibratory compaction byusing plate vibrator, filling the joints with sand and cutting of paver blocks as per required sizeand pattern, finishing and sweeping extra sand including locking with M15 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 sqm 805.0 11.72.2 60 mm thick C.C. paver block of M-35 grade sqm 680.0 11.72.3 60 mm thick C.C. paver block of M-30 grade sqm 605.0 166 11.75 including fixing of granite stone door frame with epoxy resin based adhesive including secured to the backing by means of cramps, drilling of hole with rawl plugs and screws 75mm long cleaning etc. complete. 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. metre 1010.0 11.75.2 Granite Door frame for 200mm thick wall Thickness. metre 1512.0 167 11.76 11.76.1 Plain ivory light shade sqm 950.0 Size 600X600mm thickness 9-10mm 11.76.2 Dark shade (terracotta) sqm 1033.0 Size 600X600mm thickness 9-10mm 168 11.77 11. 77.1 Plain ivory light shade sqm 940.0 Size 600X600mm thickness 9-10mm 11. 77.2 Dark shade (terracotta) sqm 1022.0 Size 600X600mm thickness 9-10mm 169 11.8 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 sqm 934.0 11.80.1.2 (b) Size 600X600mm thickness 9-10mm sqm 1206.0 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.) sqm 1349.0 11.80.2 In dark colour and shade etc. 11.80.2.1 (a) Size 300X300 mm thickness 9-10 mm sqm 946.0 11.80.2.2 (b) Size 600X600mm thickness 9-10mm sqm 1340.0 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.) sqm 1546.0 170 11.81 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 sqm 923.0 11. 81.1.2 (b) Size 600X600mm thickness 9-10mm sqm 1196.0 11. 81.2 In dark colour and shades etc. 11. 81.2.1 (a) Size 300X300 mm thickness 9-10 mm sqm 935.0 11. 81.2.2 (b) Size 600X600mm thickness 9-10mm sqm 1329.0 171 11.82 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 sqm 1140.0 11. 82.1.2 Size 800X800mm thickness 9-10 mm sqm 1261.0 11. 82.1.3 Size 800X1600mm thickness 9-10 mm sqm 1489.0 11. 82.1.4 Size 1000X1000mm thickness 9-10 mm sqm 1388.0 11. 82.1.5 Size 600X1200 mm thickness 9-10 mm sqm 1235.0 11. 82.1.6 Size 800X1200 mm thickness 9-10 mm sqm 1450.0 11. 82.1.7 Size 1200X1200 mm thickness 9-10 mm sqm 1596.0 11. 82.1.8 Size 1200X1800mm thickness 9-10 mm sqm 1715.0 11. 82.1.9 Size 1200X2400 mm thickness 9-10 mm sqm 2403.0 172 11.83 11. 83.1 For skirting, riser, dado and wall lining etc.glossy/ rustic /stain/mattfinished in all colours and shades 11. 83.1.1 Size 300X600 mm thickness 9-10 mm sqm 1048.0 11. 83.1.2 Size 600X600 mm thickness 9-10 mm sqm 1129.0 11. 83.1.3 Size 800X800mm thickness 11-12mm sqm 1250.0 11. 83.1.4 Size 600X1200 mm thickness 11-12mm sqm 1224.0 11. 83.1.5 Size 800X1200 mm thickness 11-12mm sqm 1440.0 173 11.84 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 sqm 2296.0 11. 84.1.2 Course granite light Black/light Red/ off White with crystals of other colors and various patterns sqm 2113.0 11. 84.1.3 Gray/Pink/Brown with various patterns sqm 1879.0 174 11.85 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 sqm 1775.0 11. 85.1.2 Coarse grained granite light Black/light Red/ off White with crystals of other colors and various patterns sqm 1610.0 11. 85.1.3 Gray/Pink/Brown with various patterns sqm 1404.0 175 11.97 Size 800X1600 mm thickness 8-9 mm Sqm 1778.0 176 11.102 177 11.103 178 12.4 12.4.1 0.80mm thick with zinc coating not less than 275gm/m² meter 500.0 12.4.2 0.63mm thick with zinc coating not less than 275gm/m² meter 431.0 179 12.7 12.7.1 0.80mm thick with zinc coating not less than 275gm/m² meter 459.0 12.7.2 0.63mm thick with zinc coating not less than 275gm/m² meter 402.0 180 12.12 12.12.1 Corrugated serrated adjustable ridges meter 367.0 12.12.2 Plain wing adjustable ridges meter 311.0 12.12.3 Close fitting adjustable ridges meter 420.0 12.12.4 Unserrated adjustable hips meter 506.0 181 12.13 12.13.1 Corrugated apron pieces meter 340.0 12.13.2 Eaves filler pieces meter 232.0 12.13.3 North light curves meter 500.0 12.13.4 ventilator curves meter 622.0 12.13.5 Barge boards meter 623.0 12.13.6 Ridge finials pair 229.0 12.13.7 Special north light curves each 753.0 12.13.8 S type louvers meter 418.0 182 12.14 183 12.15 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 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. 184 12.16 12.16.1 Ridges plain (500 - 600mm). meter 320.0 12.16.2 Flashings/ Aprons.( Upto 600 mm) meter 284.0 12.16.3 North light curves. meter 341.0 12.16.4 Barge board (Upto 300 mm) meter 274.0 12.16.5 Crimp curve sqm 315.0 12.16.6 Gutter. (600 mm over all girth) meter 781.0 185 12.17 12.17.1 2mm thick corrugated (2.5 or 4.2 or 6) or step-down (2or 3or 6) as specified. sqm 1031.0 12.17.2 2mm thick flat. sqm 955.0 186 12.23 187 12.24 188 12.26 189 12.27 190 12.32 12.32.1 75 mm diameter (minimum wall thickness 1.8mm) metre 136.0 12.32.2 110 mm diameter (minimum wall thickness 2.2mm) metre 238.0 191 12.33 12.33.1 Coupler 12.33.1.1 75 mm (minimum wall thickness 1.8mm) each 67.0 12.33.1.2 110 mm (minimum wall thickness 2.2mm) each 102.0 12.33.2 Single push fit Coupler : 12.33.2.1 75 mm (minimum wall thickness 1.8mm) each 121.0 12.33.2.2 110 mm (minimum wall thickness 2.2mm) each 94.0 12.33.3 Single tee with door 12.33.3.1 75x75x75 mm (minimum wall thickness 1.8mm) each 106.0 12.33.3.2 110x110x110 mm (minimum wall thickness 2.2mm) each 176.0 12.33.4 Single tee without door 12.33.4.1 75x75x75 mm (minimum wall thickness 1.8mm) each 106.0 12.33.4.2 110x110x110 mm (minimum wall thickness 2.2mm) each 163.0 12.33.5 Bend 87.5° 12.33.5.1 75 mm bend (minimum wall thickness 1.8mm) each 78.0 12.33.5.2 110 mm bend (minimum wall thickness 2.2mm) each 112.0 12.33.6 Shoe (Plain) 12.33.6.1 75 mm Shoe (minimum wall thickness 1.8mm) each 69.0 12.33.6.2 110 mm Shoe (minimum wall thickness 2.2mm) each 99.0 192 12.34 12.34.1 75 mm (minimum wall thickness 1.8mm) each 97.0 12.34.2 110 mm (minimum wall thickness 2.2mm) each 114.0 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 0.5mm 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 adirection 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 12.58.1 10mm thick plaster of Paris (gypsum anhydrous) sheet 10mm thick pop board. 12.58.1.1 Flat surfaces sqm 676.0 12.58.1.2 Curved surfaces sqm 748.0 12.58.1.3 Sunk or raised mouldings sqm 175.0 12.58.1.4 Extra for providing in the plaster of Paris (Gypsum anhydrous) ceiling above 5 metre height from floor level. sqm per meter height 59.0 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). sqm 750.0 12.58.2.2 Fire resistant Glass ReinforcedGypsum (GRG) board conforming to IS: 2095- (Part 3) : 1996 (Board with BIS certification marks) sqm 866.0 12.58.2.3 12.5mm thick moisture resistant gypsum plasterboards Moistbloc as per BS EN 520 confirming to water absorption class H1 with total water absorption < 5%, Green Pro certified by CII sqm 920.0 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 manufacturersspecification, with all 4 side tapered and backed by acoustical tissue with NRC value not less than 0.60. sqm 1277.0 12.58.3 8 mm thick Calcium Silicate Board made with Calcareous and Siliceous materials reinforced with cellulose fiber manufactured throughautoclaving process. sqm 1150.0 193 13.1 13.1.1 1:4 (1 cement : 4 sand) sqm 173.0 13.1.2 1:6 (1 cement : 6 sand) sqm 160.0 194 13.2 13.2.1 1:4 (1 cement : 4 sand) sqm 184.0 13.2.2 1:6 (1 cement : 6 sand) sqm 168.0 195 13.3 13.3.1 1:4 (1 cement : 4 sand) sqm 245.0 13.3.2 1:6 (1 cement : 6 sand) sqm 225.0 196 13.4 13.4.1 1:3 (1 cement : 3 sand) sqm 210.0 13.4.2 1:4 (1 cement : 4 sand) sqm 203.0 197 13.5 13.5.1 1:3 (1 cement : 3 sand) sqm 236.0 13.5.2 1:4 (1 cement : 4 sand) sqm 220.0 198 13.13 199 13.14 200 13.15 13.15.1 Exterior walls of height more than 10 m from ground for every additional height of 3 m or part thereof sqm 34.0 13.15.2 Interior walls of height more than 6 m from floor level for every additional height of 3 m or part thereof sqm 22.0 201 13.16 13.16.1 In one coat sqm 11.0 13.16.2 In two coats sqm 18.0 202 13.17 13.17.1 In one coat sqm 158.0 13.17.2 In two coats sqm 260.0 203 13.18 13.18.1 Spherical ceiling sqm 42.0 13.18.2 Groined ceiling sqm 47.0 13.18.3 Flewing soffits sqm 28.0 204 13.38 205 13.39 13.39.1 Providing and applying plaster of paris punning of 10 mm average thickness over plastered surface to prepare the surface even and smooth complete. sqm 130.0 13.39.2 Extra for making 12mm flute grove with 6 mm depth to prepare the surface even and smooth complete. metre 70.0 206 13.41 207 13.43 208 13.44 209 13.45 210 13.46 211 13.47 13.47.1 One coat. sqm 20.0 13.47.2 Two coats. sqm 32.0 212 13.48 13.48.1 One coat. sqm 37.0 13.48.2 Two coats. sqm 56.0 213 13.49 214 13.51 215 13.52 216 13.53 217 13.54 218 13.54.1 219 13.54.2 220 13.54.3 221 13.55 13.55.1 One coat sqm 63.0 13.55.2 Two coats sqm 101.0 222 13.64 223 13.65 224 13.66 13.66.1 One coat. sqm 35.0 13.66.2 Two coats. sqm 53.0 225 13.68 226 13.71 227 13.77 228 13.8 13.80.1 0.8-1.2mm thickness sqm 368.0 13.80.2 2.0-2.5mm thickness sqm 338.0 229 13.81 effective for 90 Days(03 Months) . 230 13.103 Note:- Applicable to item No. 13.1 to item No. 13.10 231 13.105 13.105.1 Standard pattern and design wallpaper Sqm 615.0 13.105.2 3D pattern and design wallpaper Sqm 750.0 13.105.3 Customize design wallpaper Sqm 1145.0 232 14.5 14.5.1 Float glass panes of thickness 4 mm sqm 679.0 14.5.2 Float glass panes of thickness 5.5 mm sqm 759.0 233 14.6 14.6.1 Float glass panes of thickness 4 mm sqm 801.0 14.6.2 Float glass panes of thickness 5.5 mm sqm 882.0 234 14.7 14.7.1 Float glass panes of thickness 4 mm sqm 697.0 14.7.2 Float glass panes of thickness 5.5 mm sqm 778.0 235 14.8 14.8.1 2nd class teak wood fillets meter 30.0 14.8.2 Haldu/Bija/Kail wood fillets. meter 26.0 236 14.11 237 14.24 238 14.27 239 14.28 240 14.29 241 14.31 242 14.36 243 14.37 244 14.38 245 14.39 246 14.48 247 14.49 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. sqm 42.0 14.49.2 Old work (one or more coats @ 2.20 kg/10 sqm) complete. sqm 30.0 248 14.51 14.51.1 Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface). sqm 87.0 14.51.2 Old work (One or more coat applied @ 0.90 ltr/10 sqm). sqm 52.0 249 14.52 14.52.1 Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface. sqm 65.0 14.52.2 Old work (one or more coats applied @ 0.83 ltr/10 sqm). sqm 41.0 250 14.53 14.53.1 One or more coats applied on walls @ 0.85 ltr/10 sqm. sqm 58.0 251 14.62 14.62.1 (one or more coats) sqm 9.0 14.62.2 (two or more coats) sqm 11.0 252 15.2 15.2.1 Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix). cum 578.0 15.2.2 Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix). cum 356.0 253 15.6 15.6.1 In lime mortar with old mughal bricks. cum 421.0 15.6.2 In lime mortar. cum 202.0 15.6.3 In cement mortar. cum 487.0 254 15.7 15.7.1 From brick work in lime mortar. 1000 nos 1254.0 15.7.2 From brick work in cement mortar. 1000 nos 1560.0 255 15.8 15.8.1 In lime mortar. cum 275.0 15.8.2 In cement mortar. cum 582.0 256 15.13 257 15.14 15.14.1 Of area 3 sq. metres and below. each 85.0 15.14.2 Of area beyond 3 sq. metres. each 117.0 258 15.15 15.15.1 Of area 3 sq. metres and below. each 33.0 15.15.2 Of area beyond 3 sq. metres. each 44.0 259 15.47 260 15.48 261 15.49 262 15.51 15.51.1 Rectangular manhole 90x80 cm and 45 cm deep each 611.0 15.51.2 Rectangular manhole 120x90 cm and 90 cm deep. each 1069.0 15.51.3 Rectangular arch type manhole 140x90cm and 2.45m deep. each 2023.0 15.51.4 Circular manhole 122 cm diameter and 1.68 m deep each 1553.0 263 15.52 15.52.1 Rectangular manhole 90x80 cm and beyond 45 cm depth. each 486.0 15.52.2 Rectangular manhole 120x90 cm and beyond 90 cm depth. each 579.0 15.52.3 Rectangular arch type manhole 140x90 cm and beyond 2.45m deep (upto 4.25 m depth). each 468.0 15.52.4 Circular manhole 122 cm diameter and beyond 1.68 m deep (upto 2.29 m depth). each 322.0 264 15.64 265 17.1 17.1.1 White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests. each 2995.0 266 17.2 17.2.1 W.C. pan with ISI marked white solid plastic seat and lid. each 3036.0 17.2.2 W.C. pan with ISI marked black solid plastic seat and lid. each 3013.0 267 17.3 17.3.1 W.C. pan with ISI marked white solid plastic seat and lid. each 4613.0 17.3.2 W.C. pan with ISI marked black solid plastic seat and lid. each 4590.0 268 17.11 17.11.2 White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap. each 2187.0 17.11.3 White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar tap. each 1938.0 17.11.4 White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm C.P. brass pillar tap. each 1664.0 17.11.5 White Vitreous China Angle back wash basin size 600x480 mm with single 15 mm C.P. brass pillar tap. each 1775.0 269 17.12 270 17.14 17.14.1 Kitchen sink with drain board 17.14.1.1 510x1040 mm bowl depth 250mm. each 8074.0 17.14.1.2 510x1040 mm bowl depth 225mm. each 7609.0 17.14.1.3 510x1040 mm bowl depth 200mm. each 7493.0 17.14.1.4 510x1040 mm bowl depth 178mm. each 5286.0 17.14.2 Kitchen sink without drain board 17.14.2.1 610x510 mm bowl depth 200 mm. each 4583.0 17.14.2.2 610x460 mm bowl depth 200 mm. each 4351.0 17.14.2.3 470x420 mm bowl depth 178 mm. each 3422.0 271 17.22 17.22.1 White each 945.0 17.22.2 coloured each 1037.0 272 17.24 17.24.1 White each 456.0 17.24.2 Black each 433.0 17.24.3 Coloured (other than black and white) each 688.0 273 17.25 274 17.6 17.60.1 75 mm each 33.0 17.60.2 110 mm each 50.0 275 17.61 276 17.64 17.64.1 Semi rigid pipe 17.64.1.1 32 mm dia each 87.0 17.64.1.2 40 mm dia each 98.0 17.64.2 Flexible pipe (only in residential & complaxes) 17.64.2.1 32 mm dia each 87.0 17.64.2.2 40 mm dia each 98.0 277 17.65 278 17.67 279 17.67 17.68.1 Circular shape 450mm dia. each 806.0 17.68.2 Rectangular shape 453x357mm each 642.0 17.68.3 Oval shape 450x350mm (outer dimensions) each 697.0 17.68.4 Rectangular shape 1500x450 mm each 1311.0 280 17.69 281 17.7 17.70.1 C.P. brass each 340.0 17.70.2 Vitreous china each 324.0 282 17.74 283 17.75 284 17.76 285 18.6 18.6.1 Internal work - Exposed on wall 18.6.1.1 15 mm nominal outer dia .Pipes metre 129.0 18.6.1.2 20 mm nominal outer dia .Pipes metre 153.0 18.6.1.3 25 mm nominal outer dia .Pipes metre 177.0 18.6.1.4 32 mm nominal outer dia .Pipes metre 254.0 18.6.1.5 40 mm nominal outer dia .Pipes metre 354.0 18.6.1.6 50 mm nominal outer dia .Pipes metre 528.0 18.6.2 Concealed work including cutting chases and making good the walls etc. 18.6.2.1 15 mm nominal outer dia .Pipes metre 207.0 18.6.2.2 20 mm nominal outer dia .Pipes metre 234.0 18.6.2.3 25 mm nominal outer dia .Pipes metre 288.0 18.6.2.4 32 mm nominal outer dia .Pipes metre 360.0 286 18.7 External Work 18.7.1 15 mm nominal outer dia .Pipes metre 122.0 18.7.2 20 mm nominal outer dia .Pipes metre 141.0 18.7.3 25 mm nominal outer dia .Pipes metre 185.0 18.7.4 32 mm nominal outer dia .Pipes metre 238.0 18.7.5 40 mm nominal outer dia .Pipes metre 324.0 18.7.6 50 mm nominal outer dia .Pipes metre 498.0 18.7.7 62.50 mm nominal inner dia .Pipes. metre 1429.0 18.7.8 75 mm nominal inner dia .Pipes. metre 2018.0 18.7.9 100mm nominal inner dia .Pipes. metre 2791.0 18.7.10 150 mm nominal inner dia .Pipes. metre 3358.0 287 18.13 18.13.1 25 mm nominal bore each 428.0 18.13.2 32 mm nominal bore. each 500.0 18.13.3 40 mm nominal bore each 584.0 18.13.4 50 mm nominal bore each 749.0 288 18.14 18.14.1 15 mm nominal bore each 316.0 18.14.2 20 mm nominal bore each 431.0 18.14.3 25 mm nominal bore each 499.0 289 18.17 18.17.1 30 cm length 18.17.1.1 15 mm nominal bore each 88.0 18.17.1.2 20 mm nominal bore each 129.0 18.17.2 45 cm length 18.17.2.1 15 mm nominal bore each 149.0 18.17.2.2 20 mm nominal bore each 184.0 290 18.18 18.18.1 With common burnt clay bricks of 25 kg /sqcm compressive strength. each 916.0 18.18.2 With well burnt flyash bricks of 50 kg/sqm compressive strength. each 870.0 291 18.28 292 18.29 18.29.1 15 mm nominal bore each 306.0 18.29.2 20 mm nominal bore each 338.0 293 18.3 18.30.1 15 mm nominal bore each 318.0 18.30.2 20 mm nominal bore each 344.0 294 18.31 295 18.32 296 18.33 297 18.34 298 18.35 299 18.36 300 18.37 301 18.38 302 18.39 303 18.41 304 18.42 305 18.43 18.43.1 100 mm diameter each 806.0 18.43.2 150 mm diameter each 922.0 18.43.3 200 mm diameter each 1336.0 306 18.64 307 18.65 308 18.67 309 18.68 18.68.1 300 mm long each 450.0 18.68.2 600 mm long each 650.0 310 19.4 19.4.1 110 mm diameter OD (min. wall thickness 3.2mm) metre 234.0 19.4.2 160 mm diameter OD (min. wall thickness 4.0 mm) metre 477.0 19.4.3 200 mm diameter OD (min. wall thickness 4.9 mm) metre 751.0 19.4.4 250 mm diameter OD (min. wall thickness 6.2mm) metre 972.0 19.4.5 300 mm diameter OD (min. wall thickness 7.7mm) metre 1232.0 311 19.5 19.5.1 110 mm diameter PVC. pipe metre 576.0 19.5.2 160 mm diameter PVC. pipe metre 704.0 19.5.3 200 mm diameter PVC. pipe metre 821.0 19.5.4 250 mm diameter PVC. pipe metre 949.0 19.5.5 300 mm diameter PVC pipe metre 1078.0 312 19.6 19.6.1 110 mm diameter PVC. pipe metre 274.0 19.6.2 160 mm diameter PVC. pipe metre 444.0 19.6.3 200 mm diameter PVC. pipe metre 521.0 19.6.4 250 mm diameter PVC. Pipe metre 607.0 19.6.5 300 mm diameter PVC pipe metre 700.0 313 19.7 19.7.1 100x100 mm size P type 19.7.1.1 With well burnt bricks each 1764.0 19.7.1.2 With Sewer bricks conforming to IS : 4885 each 1668.0 19.7.2 150 x 100 mm size P type. 19.7.2.1 With well burnt bricks each 1803.0 19.7.2.2 With sewer bricks conforming to IS : 4885 each 1707.0 19.7.3 180x150 mm size P type 19.7.3.1 With well burnt bricks each 1913.0 19.7.3.2 With Sewer bricks conforming to IS : 4885 each 1818.0 314 19.9 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 notless than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : 19.9.1.1 With well burnt bricks each 7997.0 19.9.1.2 With Sewer bricks conforming to IS : 4885 each 7747.0 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 offrame 58 kg) : 19.9.2.1 With well burnt bricks each 18086.0 19.9.2.2 With Sewer bricks conforming to IS : 4885 each 17402.0 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 each 21816.0 19.9.3.2 With Sewer bricks conforming to IS : 4885 each 21228.0 315 19.1 19.10.1 Size 90x80 cm 19.10.1.1 With well burnt bricks metre 6176.0 19.10.1.2 With Sewer bricks conforming to IS : 4885 metre 5448.0 19.10.2 Size 120x90 cm 19.10.2.1 With well burnt bricks metre 7380.0 19.10.2.2 With Sewer bricks conforming to IS : 4885 metre 6512.0 316 19.12 19.12.1 With well burnt bricks metre 5257.0 19.12.2 With Sewer bricks conforming IS : 4885 metre 4648.0 317 21.1 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) kg 378.0 21.1.1.2 Powder coated aluminium (minimum thickness of powder coating 50 micron) kg 416.0 21.1.1.3 Polyester powder coated aluminium (minimum thicknessof polyester powder coating 50 micron) kg 426.0 21.1.2 For shutters of doors, windows and ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings whereverrequired 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) kg 446.0 21.1.2.2 Powder coated aluminium (minimum thickness of powder coating 50 micron) kg 484.0 21.1.2.3 Polyester powder coated aluminium (minimum thicknessof polyester powder coating 50 micron) kg 494.0 21.1.3 Deduct for not providing EDPM rubber/neoprene gasket all around. kg 80.0 318 21.2 21.2.1 Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side. sqm 802.0 21.2.2 Pre-laminated particle board with decorative lamination on both sides. sqm 907.0 319 21.3 21.3.1 With float glass panes of 4.0 mm thickness (weight not less than 10 kg/sqm) sqm 774.0 21.3.2 With float glass panes of 5.0 mm thickness (weight not less than sqm 948.0 12.50 kg/sqm ) 21.3.3 With float glass panes of 8 mm thickness (weight not less than 20 kg/sqm ). sqm 1182.0 320 21.5 21.5.1 With stainless steel cover plate - minimum 1.25 mm thickness each 1890.0 21.5.2 With brass cover plate - minimum 1.25 mm thickness. each 2072.0 321 21.16 21.16.1 Anodized (AC15 ) aluminium each 62.0 21.16.2 Powder coated minimum thickness 50 micron aluminium each 65.0 21.16.3 Polyester powder coated minimum thickness 50 micron aluminium. each 69.0 322 21.17 323 21.18 324 21.19 325 21.21 326 21.22 327 21.23 328 21.24 329 21.32 330 22.6 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. 331 22.14 22.14.1 Cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) cum 6569.0 22.14.2 Cement mortar 1:3 (1 cement : 3 sand) cum 9308.0 22.14.3 Cement mortar 1:4 (1cement : 4 sand) cum 8437.0 332 25.1 25.1.1 White Vitreous china Anti germ Fluoro-Polymer coated Orissa Pattern W. C. Pan of Size 440X575X250mm With integral foot rests. (Premium Range) each 4726.0 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) each 4392.0 333 25.2 25.2.1 Anti-germ Fluoro-Polymer Coated (nano coating) European W. C. pan Size 360X545X395 with solid poly propelyne made soft closing seat cover (Premium Range) each 9788.0 25.2.2 Anti-germ Fluoro-Polymer Coated Water Closet European type W. C. pan size 360X475X395 mm with solid poly propelyne made soft closing seat cover (Premium Range) each 8742.0 334 25.3 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) each 26412.0 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) each 23559.0 25.3.3 Anti germ Fluoro-Polymer Coated (Nano coating) Wall hung water closet size 360 x 500 x 330mm with solid poly propelyne made, soft closing seat cover (Premium Range) each 21099.0 25.3.4 Anti germ Fluoro-Polymer Coated (Nano coating) Wall hung water closet size 360 x 500 x 330mm or greater size with solid poly propelyne made, soft closing seat cover (Premium Range) each 18838.0 335 25.4 25.4.1 Anti germ Fluoro-Polymer Coated couple water closet Size 420X710X810mm with solid poly propelyne made soft closing seat cover. (Premium Range) each 28103.0 25.4.2 Anti germ Fluoro-Polymer Coated couple water closet Size 380X610X805mm with solid poly propelyne made soft closing seat cover. (Premium Range) each 19275.0 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) each 18952.0 25.4.4 Anti germ Fluoro-Polymer Coated couple water closet Size 375X650X800 mm with solid poly propelyne made soft closing seat cover. (Premium Range) each 18023.0 336 25.5 25.5.1 Anti germ Fluoro-Polymer Coated Single Piece W.C. Pan Size 370X695X795mm with solid poly propelyne made soft closing seat cover.(Premium Range) Each 34317.0 25.5.2 Anti germ Fluoro-Polymer Coated Single Piece W.C. Pan Size 370X695X795mm with solid poly propelyne made soft closing seat cover.(Premium Range) each 25954.0 25.5.3 Anti germ Fluoro-Polymer Coated Single PieceW.C. Pan Size 385X720X710mm with solid poly propelyne made soft closing seat cover.(Premium Range) each 22237.0 25.5.4 Anti germ Fluoro-Polymer Coated Single Piece W.C. Pan Size 370X695X795mm with solid poly propelyne made soft closing seat cover.(Premium Range) each 19450.0 337 25.6 25.6.1 Anti germ Fluoro-Polymer Coated extended wall hung type couple closet Size 380X650X730mm with solid poly propelyne made soft closing seat cover (Premium Range) each 13365.0 25.6.2 Providing and fixing white vitreous china made Anti germ fluoro-polymer coated extended wall hung type couple closet Size 375X360X750mm along with dual flushing cistern flushing capacity 3 & 6 litre. (Premium Range) each 10670.0 338 25.7 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) each 16581.0 339 25.8 25.8.1 Providing and fixing white vitreous china type Anti germ fluoro-polymer coated counter top wash basin Size 570x415x200mm with 15 mm C. P. wall mounted pressmatic Pillar cock auto closing system with square wall flance & spout complete (decol technology). (Premium Range) each 14543.0 25.8.2 Providing and fixing white vitreous china type Anti germ fluoro-polymer coated counter top wash basin Size 570X820X195mm with 15 mm C. P. Table Top pressmatic Pillar cock auto closing system (decol technology). (Premium Range) each 13614.0 340 25.9 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) each 15591.0 25.9.2 Providing and fixing white vitreous china type Anti germ fluoro-polymer coated counter top wash basin Size 600x400x185mm with 15 mm C. P. wall mounted single lever concealed basin mixture. (Premium Range) each 14940.0 341 25.1 25.10.1 White Vetrious China Anti germ Fluoro-Polymer Coated Wash Basin Size 595x435x185mm with Table mounted single lever Tall boy basin mixture, (cartridge size 32mm.) (Premium Range) each 18585.0 25.10.2 White vitreous china type Anti germ fluoro- polymer coated counter top wash basin Size 530x420x140mm with tall boy basin mixture, (cartridge size 32 mm). (Premium Range) each 16785.0 342 25.11 25.11.1 White Vitreous China Anti germ Fluoro-Polymer Coated Urinal Size 340x325x650 mm. (Premium Range) each 14544.0 25.11.2 Providing and fixing white vitreous china Flat Back Anti germ Fluoro-Polymer Coated urinal size 475X315X715 mm top inlet with fixing accessories (Inbuilt spreaders, Inbuilt Bottle trape and inbuilt ceramic Waste coupling) with 15mm Brass made Pressmatic auto closing open urinal flush valve with wall flange (Decol technology, 400000 operation warranted) complete including painting of fittings and brakets, cutting and making good the wall and floors wherever required : each 13336.0 25.11.3 Providing and fixing white vitreous china Flat Back Anti germ Fluoro-Polymer Coated urinal back inlet with fixing accessories (Inbuilt spreaders, Inbuilt Bottle trape and inbuilt ceramic Waste coupling) Size 385X325X635 mm with Concealed sensotronic flushing valve for urinal complete set with installation box with control cock complete including painting of fittings and brakets, cutting and making good the wall and floors wherever required : URS-WHT-13253N & PRS-CHR-073 each 10641.0 343 25.12 25.12.1 White Vetrious China Anti germ Fluoro-Polymer Coated Urinal Size 340x325x650 mm with sensotronic concealed type flushing valve battery & electrical oprated type (9V transformer) for urinal complete set with installation box with control cock. (Premium Range) each 23927.0 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) each 20025.0 344 25.13 25.13.1 White Vetrious China Anti germ Fluoro-Polymer Coated Urinal Size 480 X 300X740 mm with 15mm Brass made pressmatic auto closing concealed urinal flush valve with wall flange (Decol technology, 400000 operation warranted). (Premium Range) each 18491.0 345 25.14 346 25.14.1 25.14.2 Providing and fixing white vitreous china flat back Anti germ fluoro-polymer coated Urinal size 475x315x715 mm (Inbuilt spreaders, bottle trap and ceramic waste coupling) with inbuilt sensor battery & electrical oprated type (9V transformer) for flushing. (Premium Range) each 22998.0 347 25.15 348 25.16 349 25.17 350 25.18 351 25.19 352 25.21 353 25.22 354 25.23 355 25.24 356 25.25 357 25.26 358 25.27 359 25.28 360 25.29 361 25.31 362 25.32 363 25.33 364 25.34 365 25.35 366 25.36 367 25.37 368 25.38 369 25.39 370 25.41 371 25.42 372 25.43 373 25.44 374 25.45 375 25.46 376 25.47 377 25.48 378 25.49 379 25.51 380 25.52 381 25.53 382 25.54 383 25.55 384 25.56 385 25.57 386 25.58 387 25.59 388 25.61 389 25.62 390 25.63 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. 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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. 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, 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 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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. De Silva 9781420076868 , Fundametals Of Production Planning And Control Chapman 9788131717394 , Applied Thermodynamics For Engineering Technologist 5Ed Eastop 9788177582383 , Classical Mechaincs Goldstein 9788131758915 , Introduction To Robotics Saha 9789355326461 , Thermodynamics-Basc And Applied Ganesan 9789353161279 , Ethics In Engineering 5/Ed Martin 9789355325075 , Digital Marketing Chaarlas 9788119243983 , Non Conventional Energy Resources Khan 9789352601882 , Supply Chain Logistics Management Bowersox 9789353162580 , Mechanical Metallurgy Appuraj Thiyagrajan Deiter 9781307834840 , Schaums Outline Of Continuum Mechanics Mase 9789389691283 , Schaums Outline Of Statics And Mechanics Of Materials Nash 9789389691399 , Maleev & Hartmans Machine Design 6Ed Grover 9788123926322 , Mass Transfer Theory And Applications Narayanan Bks440952 , Manual Of Fire Safety Prakash 9788123919904 , Gpropulsion Systems For Space Applications Satyanarayana 9789395038553 , Mechanics Of Materials Si Version 5Ed Philpot 9789354643293 , Introduction To Robotics 3/Ed Niku 9789357461306 , Advanced Mechanics Of Materials 6Ed Boresi 9788194726395 , Design And Analysis Of Experiments Douglas & Montgomery 9788126540501 , Machine Component Design Robert C.Juvinall 9788126559732 , Callisters Materials Science And Engineering, 2Nd Ed Balasubramaniam 9788126541607 , Process Dynamics And Control 4Ed Dale Seborg 9789354248429 , Engineering Optimization Theory And Practice 5Ed Rao 9789357461238 , Principles Of Modern Manufacturing Si Version Groover 9788126573059 , Convective Heat And Mass Transfer South Asian Edi Mostafa Ghiassiaan 9781107511811 , Continuum Mechanics Jog C S 9781108437141 , Singers Engineering Mechanics Statics & Dynamics ( Si Units ) 3Ed Vijay Kumar 9788178002194 , Analytical Mechanics Fowles 9788131501115 , Thermal Sciences Potter Scott 9788131529461 , Physical Metallurgy Principles Abbaschian 9788131520697 , Additive Manufacturing Technology Hari Prasad 9789353500481 , Computational Fluid Dynamics & Heat Ghosh Dastidar 9788131533079 , Internet Mrketing With Mt Zahay 9789355734570 , Mechanical Vibrations Theory And Applications Kelly 9788131526033 , Mechanics Of Materials, Enhanced Edi Goodno--Gere 9789355737847 , Fundamentals Of Mechatronics Jouane 9788131526026 , Mechanics Of Materials Strength Of Materials Pilli/Bala 9789386668509 , Workshop Manufacturing Practices Ai Juneja 9789387994614 , The Finite Elements Methods - Its Basis & Fundamentals 7/Ed Zienkiewiez 9789351071587 , Automation And Collaborative Robotics (Dp) Mathews 9781484277102 , The Robotic Process Automation Handbook : A Guide To Implementing Ri Systems Taulli 9781484275306 , Materials Selection In Mechanical Design 5Ed Ashby 9789351073864 , Industry 4.0 : The Industrial Internet Things Gilchrist 9781484249703 , The Finite Element Method A Practical Course 2Ed Liu 9789351071594 , Elasticity-Theory, Applications & Numerics 2Ed Sadd 9789351072270 , Energy Resources And Their Utilisation R.K. Khitoliya 9789394917040 , Workshop Theory And Practice Delilah Sam 9788119365098 , New Persp. In Hybrid Vehicle Technology Samual Rodrigues 9788119365418 , Natural Gas Engineering Selvin 9788119365197 , Machine Shop Theory Samual Rodrigues 9788119205639 , Applied Mechanics Laboratory Samual Lobo 9788119365760 , Robotics: Emerging Opportunities Adrian Dsilva 9788119523702 , Advances In Hypersonic Vehicles Samual Rodrigues 9788119365500 , Machine Elements Samual Rodrigues 9788119205691 , Work And Energy Parth Chavda 9788119365234 , Design Thinking : A Comprehensive Textbook Tiwari 9789357468640 , Welding Technology Sanfras Monteiro 9788119523023 , Combustion Engineering Samual Rodrigues 9788119205943 , Fluid Machinery Noel Vincent 9788119365029 , Renewable Energy Roy 9789384007157 , Engineering Graphics Using Autocad 7/Ed {Pb} Elanchezhian C 789387938564 , Introduction To Micromachining 2Ed Jain 9788184873610 , A Systems Approach To Automotive Technology Erjavac 9788131512111 , Emotionally Intelligent Design Pavliscak 9789352138029 , Mechanics Of Solids Binu Sivakumar 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
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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.
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 →
10.
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 →
11.
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 →
12.
Housing Urban and Rular Development #11147206 Price Bid
Tender for Demolishing Stone Rubble Masonry Manually/ By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within Any Metres Lead Including Carriage Of Materials With-In All Leads And Lifts And Other Incidental And As Per Entire Satisfaction And Direction Of Engineer-In-Charge. The Rate Is Including Octroi, Royality, Malkana, Toll-Tax Or Any Other Imposed By The Government But Excluding Gst. , Random Rubble Masonry With Hard Stone In Super Structure Above Plinth Level And Upto Floor Five Level , Including Leveling Up With Cement Concrete 1:6:12(One Cement : Six Coarse Sand : Twelve Graded Stone Aggregate 20 Mm ( Twenty Millimetre ) Nominal Size) At Window Sills, Ceiling Level And The Like.Cement Mortar 1:6 (One Cement : Six Coarse Sand) Including Carriage Of Materials With-In All Leads And Lifts And Other Incidental And As Per Entire Satisfaction And Direction Of Engineer-In-Charge. The Rate Is Including Octroi, Royality, Malkana, Toll-Tax Or Any Other Imposed By The Government But Excluding Gst. , 20 Mm ( Twenty Millimetre ) Cement Plaster Of Mix : 1:6 (One Cement: Six Coarse Sand) Including Carriage Of Materials With-In All Leads And Lifts And Other Incidental And As Per Entire Satisfaction And Direction Of Engineer-In-Charge. The Rate Is Including Octroi, Royality, Malkana, Toll-Tax Or Any Other Imposed By The Government But Excluding Gst. , Finishing Wall With Weather Proof Exterior Grade Emulsion Of Approved Design (Apexultima) Or Its Equivalent On Undecorated Wall Surfaces (Two Coats) To Give An Even Shade And Final Finish After Throughly Cleaning The Surface To Remove All Dirt, Dust And Other Foreign Matter Etc Including Sand Paper Smooth Complete Including Carriage Of Materials With-In All Leads And Lifts And Other Incidental And As Per Entire Satisfaction And Direction Of Engineer-In-Charge. The Rate Is Including Octroi, Royality, Malkana, Toll-Tax Or Any Other Imposed By The Government But Excluding Gst. , Steel Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Including Cost Of Binding Wire Up To Any Level Above Plinth Level Including Carriage Of Materials With-In All Leads And Lifts And Other Incidental And As Per Entire Satisfaction And Direction Of Engineer-In-Charge. The Rate Is Including Octroi, Royality, Malkana, Toll-Tax Or Any Other Imposed By The Government But Excluding Gst. , Excavating, Supplying And Filling Of Local Earth (Including Royalty) By Mechanical Transport Upto A Lead Of Any Kilometre Also Including Ramming And Watering Of The Earth In Layers Not Exceeding 20 Cm ( Twenty Centy Metre ) In Trenches, Plinth, Sides Of Foundation Etc. Complete Including Carriage Of Materials With-In All Leads And Lifts And Other Incidental And As Per Entire Satisfaction And Direction Of Engineer-In-Charge. The Rate Is Including Octroi, Royality, Malkana, Toll-Tax Or Any Other Imposed By The Government But Excluding Gst. , Steel Work In Built Up Section Trusses And Framed Work Including Hosting Fixing In Position And Applying A Priming Coat Of Red Lead Paint As Per Direction Of Engineer-In-Charge.In Gratings, Frames, Guard Bar, Ladder, Railings, Brackets, Gates And Similar Works Including Carriage Of Materials With-In All Leads And Lifts And Other Incidental And As Per Entire Satisfaction And Direction Of Engineer-In-Charge. The Rate Is Including Octroi, Royality, Malkana, Toll-Tax Or Any Other Imposed By The Government But Excluding Gst. , Providing And Fixing Stainless Steel Railing Of Apporved Shade & Design With 14 ( Forteen ) Gauges ( 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.).:Mounted Square Balluster System With Horizontal Members(Dt53-1-163)Of Tata Steel / Appolo , Kich Or Its Equivalent. Including Carriage Of Materials With-In All Leads And Lifts And Other Incidental And As Per Entire Satisfaction And Direction Of Engineer-In-Charge. The Rate Is Including Octroi, Royality, Malkana, Toll-Tax Or Any Other Imposed By The Government But Excluding Gst. , 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 ( Eighty Millimetre ) Thick cement concrete Paver Block Of M-30 Grade With Approved Color Design And Pattern. Including Carriage Of Materials With-In All Leads And Lifts And Other Incidental And As Per Entire Satisfaction And Direction Of Engineer-In-Charge. The Rate Is Including Octroi, Royality, Malkana, Toll-Tax Or Any Other Imposed By The Government But Excluding Gst. , Stone Soling/Boulder Filling Dry Hand Packed In Under Floor Including Carriage Of Materials With-In All Leads And Lifts And Other Incidental And As Per Entire Satisfaction And Direction Of Engineer-In-Charge. The Rate Is Including Octroi, Royality, Malkana, Toll-Tax Or Any Other Imposed By The Government But Excluding Gst. , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level : 1:2:4 (1 Cement : 2 Coarse Sand) : 4 Graded Stone Aggregate 20 Mm Nominal Size) Including Carriage Of Materials With-In All Leads And Lifts And Other Incidental And As Per Entire Satisfaction And Direction Of Engineer-In-Charge. The Rate Is Including Octroi, Royality, Malkana, Toll-Tax Or Any Other Imposed By The Government But Excluding Gst. , Excavation In Foundation Trenches Etc. In Earth Work In All Kinds Of Soils Such As Pick Work , Jumper Work, Pick Work,Pick Jumper Blasting Work, Blasting Work In Soft And Hard Rock Conglomrate Rock Or Saturated Soil And Its Intermediate Classification Of Soil Including Chiseling/Wedging Out Of Rocks (Where Blasting Is Prohibited) And Pumping Or Bailing Out Of Watering/Dewatering Upto Any Lift Stacking The Excavated Soil Clear From The Edge Of Excavation And Then Returning The Stacked Soil In Layers When Required Into Plinth Sides Of Foundations Consolidation Each Deposited Layer By Ramming And Watering And Then Disposing Of All Surplus Excavated Earth Including Carriage Of Materials With-In All Leads And Lifts And Other Incidental And As Per Entire Satisfaction And Direction Of Engineer-In-Charge. The Rate Is Including Octroi, Royality, Malkana, Toll-Tax Or Any Other Imposed By The Government But Excluding Gst. , Providing And Laying Cement Concrete In Retaining Walls, Return Walls,Walls (Any Thickness) Including Attached Pilasters, Columns, Piers, Abutments, Pillars, Posts, Struts, Buttresses, Stringor Lacing Courses, Parapets, Coping, Bedblocks, Anchor Blocks,Plain Window Sills, Fillets,Sunken Floor Etc.,Upto Floor Five Level,Excluding The Cost Of Centering, Shuttering And Finishing : 1:3:6 (One Cement : Three Coarse Sand : Six Graded Stone Aggregate 20 Mm ( Twenty Millimetre) Nominal Size Including Carriage Of Materials With-In All Leads And Lifts And Other Incidental And As Per Entire Satisfaction And Direction Of Engineer-In-Charge. The Rate Is Including Octroi, Royality, Malkana, Toll-Tax Or Any Other Imposed By The Government But Excluding Gst. , Supplying And Filling In Plinth With Sand Under Floors, Including Watering, Ramming, Consolidating And Dressing Complete Including Carriage Of Materials With-In All Leads And Lifts And Other Incidental And As Per Entire Satisfaction And Direction Of Engineer-In-Charge. The Rate Is Including Octroi, Royality, Malkana, Toll-Tax Or Any Other Imposed By The Government But Excluding Gst. , Providing And Laying Cement Concrete 1:6:12 (One Cement: Six Sand : Twelve Graded Stone Aggregate 40 Mm ( Forty Millimetre) Nominal Size) And Curing Complete Excluding Cost Of Centring And Shuttering In Foundation And Plinth Including Carriage Of Materials With-In All Leads And Lifts And Other Incidental And As Per Entire Satisfaction And Direction Of Engineer-In-Charge. The Rate Is Including Octroi, Royality, Malkana, Toll-Tax Or Any Other Imposed By The Government But Excluding Gst. , Kota Stone Slab Flooring Over 40 Mm ( Forty Millimetre) (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 (One Cement : Four Coarse Sand) : 25 Mm ( Twenty Five Millimetre) Thick Including Carriage Of Materials With-In All Leads And Lifts And Other Incidental And As Per Entire Satisfaction And Direction Of Engineer-In-Charge. The Rate Is Including Octroi, Royality, Malkana, Toll-Tax Or Any Other Imposed By The Government But Excluding Gst. , Providing And Fixing Ornamental Ready Made Piller With Anarial Design Within All Leads And Lifts And As Per Hp.Pwd. Specifications Of 1990 Volume - I Including Carriage Of Materials With-In All Leads And Lifts And Other Incidental And As Per Entire Satisfaction And Direction Of Engineer-In-Charge. The Rate Is Including Octroi, Royality, Malkana, Toll-Tax Or Any Other Imposed By The Government But Excluding Gst. , Providing And Fixing 0.60 Mm ( Zero Point Sixty Millimetre) Thick Prepainted Steel Sheet Roofing, With Hot Dipped Metallic Zinc Coated Sheet With Top Coat Of Regular Modified Polyster (Rnp) Organic Coating Of 20 ( Twenty ) Microns Over 5 ( Five Microns Primer Coating To Back Coat Of Polyster Of 5 Microns Over 5 ( Five) Microns Primer Coating I/C Fixing With Prepainted Iron J Or L Hooks, Bolts And Nuts 6Mm Dia Metre With Prepainted Limpet And Rubber Washers Complete With All Accesoriees As Requiredincluding Carriage Of Materials With-In All Leads And Lifts And Other Incidental And As Per Entire Satisfaction And Direction Of Engineer-In-Charge. The Rate Is Including Octroi, Royality, Malkana, Toll-Tax Or Any Other Imposed By The Government But Excluding Gst. , Providing And Fixing Prepainted Ridges Or Hips 60 Cm (Sixty Centimeter) Overall With 0.60 Mm (Zero Point Sixty Millimeter) Thick Preprinted Steel Sheets In Roofing With Hot Dipped Metallic Zinc Coated Sheets With Top Coat Or Regular Modified Polyester Organic Coating Of 20 (Twenty) Microns Over 5 (Five) Microns Primer Coating + Back Coat Of Polyester Of 5 (Five) Microns Over 5 (Five) Microns Primer Coating Including Fixing With Preprinted Iron J Or L Hooks, Bolts & Nuts 6Mm(Six Millimeter) Dia And Preprinted G.I. Limpet And Bitumen Washers Complete With All Accessories As Required Including Carriage Of Materials With-In All Leads And Lifts And Other Incidental And As Per Entire Satisfaction And Direction Of Engineer-In-Charge. The Rate Is Including Octroi, Royality, Malkana, Toll-Tax Or Any Other Imposed By The Government But Excluding Gst. , Steel Work In Built Up Section Trusses And Framed Work Including Hosting Fixing In Position And Applying A Priming Coat Of Red Lead Paint As Per Direction Of Engineer-In-Charge.In Gratings, Frames, Guard Bar, Ladder, Railings, Brackets, Gates And Similar Works Including Carriage Of Materials With-In All Leads And Lifts And Other Incidental And As Per Entire Satisfaction And Direction Of Engineer-In-Charge. The Rate Is Including Octroi, Royality, Malkana, Toll-Tax Or Any Other Imposed By The Government But Excluding Gst. , Providing And Fixing Of Ornamental Bench As Per Hp.Pwd. Specifications Of 1990 Volume-I Including Carriage Of Materials With-In All Leads And Lifts And Other Incidental And As Per Entire Satisfaction And Direction Of Engineer-In-Charge. The Rate Is Including Octroi, Royality, Malkana, Toll-Tax Or Any Other Imposed By The Government But Excluding Gst. , Painting Steel Work With Deluxe Multi Surface Paint To Give An Even Shade. Two Or More Coat Applied @ 0.90 Ltr/ 10 Sqm ( Zero Point Ninety Liter / Ten Square Metre ) Over An Under Coat Of Primer Applied @ 0.80 Ltr/ 10 Sqm ( Zero Point Eighty Liter / Ten Square Metre )Of Approved Brand And Manufacture Including Carriage Of Materials With-In All Leads And Lifts And Other Incidental And As Per Entire Satisfaction And Direction Of Engineer-In-Charge. The Rate Is Including Octroi, Royality, Malkana, Toll-Tax Or Any Other Imposed By The Government But Excluding Gst. , Supply Installation Testing & Commissioning Of Boom Barrier Of 4 Mtr ( Four Metre) Length Of Boom Arms. Galvanised And Ral Painted With Buil In Control Panel With Intensive Use. Manual Open / Close Buttons And Automatic Closing Ir Device Complete With Ground Loop Detection Board (For Entrance And Exit To The Main Building),100% Duty Cycle.High Intensive Use Dc Barrier. 180-200Nm Operating Torque For. 2 Sec Open/Close Time . Motor Current Draw : 12A. Max Motor Power: 300W.Max Opening : 90 Degree.Ip54. Inter-Changeable Barrier( Left To Right And Vice Versa). Ampereomatic Feature For High Safety In Case Of Failure Of Safety Device. Complete As Required As Per Given Technical Specification. Including Carriage Of Materials With-In All Leads And Lifts And Other Incidental And As Per Entire Satisfaction And Direction Of Engineer-In-Charge. The Rate Is Including Octroi, Royality, Malkana, Toll-Tax Or Any Other Imposed By The Government But Excluding Gst. , Supply Installation Testing & Commissioning Of Portable Spike Barieer Tyre /Killer Suitable To Work On Manual Operation .The Main Frame Is Made Of 6Mm Thick Flat Aluminum Strip Which Made It Corrosion Resistant,Strong And Light In Weight For Easy Portability & Long Durability. Other Details Are As Below, A. Portable Tyre Killer - 4 Mtr. B. Edge Of Spike - 10Mm, C. Height Of Spike - 60Mm, D. No. Of Spikes - 85 Nos. E. Total Weight : 7 Kg. (Approx.) F. No. Of Wheels In Packing Box - Two Etc. Including Carriage Of Materials With-In All Leads And Lifts And Other Incidental And As Per Entire Satisfaction And Direction Of Engineer-In-Charge. The Rate Is Including Octroi, Royality, Malkana, Toll-Tax Or Any Other Imposed By The Government But Excluding Gst. , Surface Dressing Of The Ground Including Removing Vegetation And In-Equalities Not Exceeding 15 Cm Deep And Disposal Of Rubbish, Lead Upto Any Metre And Lift Upto Any Metre . All Kinds Of Soil Including Carriage Of Materials With-In All Leads And Lifts And Other Incidental And As Per Entire Satisfaction And Direction Of Engineer-In-Charge. The Rate Is Including Octroi, Royality, Malkana, Toll-Tax Or Any Other Imposed By The Government But Excluding Gst. , Earth Work In Excavation By Mechanical Means (Hydraulic Excavator)/Manual Means Over Areas (Exceeding Any Centyme Tre ) In Depth, Any Metre In Width As Well As Ten Sqm On Plan) Including Getting Out And Disposal Of Excavated Earth Lead Upto Any Metre And Lift Upto Any Metre , Including Carriage Of Materials With-In All Leads And Lifts And Other Incidental And As Per Entire Satisfaction And Direction Of Engineer-In-Charge. The Rate Is Including Octroi, Royality, Malkana, Toll-Tax Or Any Other Imposed By The Government But Excluding Gst. , Earth Work In Excavation By Mechanical Means (Hydraulic Excavator)/ Manual Means Over Areas (Exceeding Any Cemntimetre In Depth, Any Metre In Width As Well As Ten Sqm On Plan) Including Getting Out And Disposal Of Excavated Earth Lead Upto Any Metre And Lift Upto Any Metre , Ordinary Rock Including Carriage Of Materials With-In All Leads And Lifts And Other Incidental And As Per Entire Satisfaction And Direction Of Engineer-In-Charge. The Rate Is Including Octroi, Royality, Malkana, Toll-Tax Or Any Other Imposed By The Government But Excluding Gst. , Filling Available Excavated Earth (Excluding Rock) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding Any Centy Metre In Depth , Consolidating Each Deposited Layer By Ramming And Watering, Including Carriage Of Materials With-In All Leads And Lifts And Other Incidental And As Per Entire Satisfaction And Direction Of Engineer-In-Charge. The Rate Is Including Octroi, Royality, Malkana, Toll-Tax Or Any Other Imposed By The Government But Excluding Gst. , Extra For Every Additional Lift Of Any Metre Or Part Thereof In Excavation / Banking Excavated Or Stacked Materials. All Kinds Of Soil Including Carriage Of Materials With-In All Leads And Lifts And Other Incidental And As Per Entire Satisfaction And Direction Of Engineer-In-Charge. The Rate Is Including Octroi, Royality, Malkana, Toll-Tax Or Any Other Imposed By The Government But Excluding Gst. , 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 (One Cement : Four Coarse Sand) : Eight Graded Stone Aggregate 40 Mm ( Forty Mellimetre ) Nominal Size Including Carriage Of Materials With-In All Leads And Lifts And Other Incidental And As Per Entire Satisfaction And Direction Of Engineer-In-Charge. The Rate Is Including Octroi, Royality, Malkana, Toll-Tax Or Any Other Imposed By The Government But Excluding Gst. , 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 (One Cement : Two Coarse Sand) : Four Graded Stone Aggregate 20 Mm ( Twenty Mellimitter Nominal Size) Including Carriage Of Materials With-In All Leads And Lifts And Other Incidental And As Per Entire Satisfaction And Direction Of Engineer-In-Charge. The Rate Is Including Octroi, Royality, Malkana, Toll-Tax Or Any Other Imposed By The Government But Excluding Gst. , Providing And Laying In Position Machine Batched And Machine Mixed Design Mix M-25 Grade Cement Concrete For Reinforced Cement Concrete Work, Using Cement Content As Per Approved Design Mix, Including Pumping Of Concrete To Site Of Laying But Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement, Including Admixtures In Recommended Proportions As Per Is: 9103 To Accelerate, Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability As Per Direction Of Engineer-In-Charge.(Note :- Cement Content Considered In This Item Is @ 330 Kg/Cum.( Three Hundred Thity Kilo Gram / Cubic ) Excess/ Less Cement Used As Per Design Mix Is Payable/Recoverable Separately). All Works Upto Plinth Level Including Carriage Of Materials With-In All Leads And Lifts And Other Incidental And As Per Entire Satisfaction And Direction Of Engineer-In-Charge. The Rate Is Including Octroi, Royality, Malkana, Toll-Tax Or Any Other Imposed By The Government But Excluding Gst. , Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level.Thermo-Mechanically Treated Bars Including Carriage Of Materials With-In All Leads And Lifts And Other Incidental And As Per Entire Satisfaction And Direction Of Engineer-In-Charge. The Rate Is Including Octroi, Royality, Malkana, Toll-Tax Or Any Other Imposed By The Government But Excluding Gst. , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For All Heights :Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete Including Carriage Of Materials With-In All Leads And Lifts And Other Incidental And As Per Entire Satisfaction And Direction Of Engineer-In-Charge. The Rate Is Including Octroi, Royality, Malkana, Toll-Tax Or Any Other Imposed By The Government But Excluding Gst. , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For All Heights :Lintels, Beams, Plinth Beams, Girders, Bressumers And Cantilevers Including Carriage Of Materials With-In All Leads And Lifts And Other Incidental And As Per Entire Satisfaction And Direction Of Engineer-In-Charge. The Rate Is Including Octroi, Royality, Malkana, Toll-Tax Or Any Other Imposed By The Government But Excluding Gst. , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For All Heights : Suspended Floors, Roofs, Landings, Balconies And Access Platform Including Carriage Of Materials With-In All Leads And Lifts And Other Incidental And As Per Entire Satisfaction And Direction Of Engineer-In-Charge. The Rate Is Including Octroi, Royality, Malkana, Toll-Tax Or Any Other Imposed By The Government But Excluding Gst. , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For All Heights :Edges Of Slabs And Breaks In Floors And Walls: Under 20Cm ( Twenty Centimetre ) Wide. Including Carriage Of Materials With-In All Leads And Lifts And Other Incidental And As Per Entire Satisfaction And Direction Of Engineer-In-Charge. The Rate Is Including Octroi, Royality, Malkana, Toll-Tax Or Any Other Imposed By The Government But Excluding Gst. , Supplying And Stacking At Site. Good Earth Including Carriage Of Materials With-In All Leads And Lifts And Other Incidental And As Per Entire Satisfaction And Direction Of Engineer-In-Charge. The Rate Is Including Octroi, Royality, Malkana, Toll-Tax Or Any Other Imposed By The Government But Excluding Gst. , 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 And Consisting Of : (I) Ist Layer Of 22 Mm To 25 Mm ( Twenty Two Millimetre To Twenty Five Millimetre ) Thick Approved And Specified Rough Stone Slabover A 25 Mm ( Twenty Five Millimetre) Thick Base Of Cement Mortar 1:3 (One Cement : Three Coarse Sand) Mixed With Water Proofing Compound Conforming To Is:2645 In The Recommended Proportion Over The Leveling Course (Leveling Course To Be Paid Separately). Joints Sealed And Grouted With Cement Slurry Mixed With Water Proofing Compound. (Ii) 2Nd Layer Of 25 Mm ( Twenty Fiver Millimetre) Thick Cement Mortar 1:3 (One Cement: Three Coarse Sand) Mixed With Water Proofing Compound In Recommended Proportions. (Iii) Finishing Top With Stone Aggregate Of 10 Mm To 12 Mm ( Ten To Twelve Millimetre) Nominal Sizespreading @ 8 ( Eight ) Cudm/Sqm Thoroughly Embedded In The 2Nd Layer. Using Rough Kota Stone. Including Carriage Of Materials With-In All Leads And Lifts And Other Incidental And As Per Entire Satisfaction And Direction Of Engineer-In-Charge. The Rate Is Including Octroi, Royality, Malkana, Toll-Tax Or Any Other Imposed By The Government But Excluding Gst. , Providing And Laying Integral Cement Based Treatment For Waterproofing On The Vertical Surface By Fixing Specified Stone Slab 22 Mm To 25 Mm ( Twenty Millimetre)Twenty Five Millimetre) Thick With Cement Slurry Mixed With Water Proofing Compound Conforming To Is:2645 In Recommended Proportions With A Gap Of 20 Mm (Minimum) Between Stone Slabs And The Receiving Surfaces And Filling The Gaps With Neat Cement Slurry Mixed With Waterproofing Compound And Finishing The Exterior Of Stone Slab With Cement Mortar 1:3 (One Cement : Three Coarse Sand ) 20 Mm Thick With Neat Cement Punning Mixed With Waterproofing Compound In Recommended Proportion Complete At All Levels And As Directed By Engineer-In-Charge : Using Rough Kota Stone Including Carriage Of Materials With-In All Leads And Lifts And Other Incidental And As Per Entire Satisfaction And Direction Of Engineer-In-Charge. The Rate Is Including Octroi, Royality, Malkana, Toll-Tax Or Any Other Imposed By The Government But Excluding Gst. , Providing And Placing In Position Suitable Pvcwater Stops Conforming To Is:12200 For Construction / Expansion Joints Between Two Reinforced Cement Concrete Members And Fixed To The Reinforcement With Binding Wire Before Pouring Concrete Etc. Complete : Dumb Bell With Central Bulb (180 Mm ( One Hundred Eighty Millimetre ) Wide, 8 Mm ( Eight Millimetre ) Thick) Including Carriage Of Materials With-In All Leads And Lifts And Other Incidental And As Per Entire Satisfaction And Direction Of Engineer-In-Charge. The Rate Is Including Octroi, Royality, Malkana, Toll-Tax Or Any Other Imposed By The Government But Excluding Gst. , Making Soak Pit 2.5 M ( Two Point Five Metre ) Diameter 3.0 ( Three Point Zero Metre) Deep With 45 X 45 Cm ( Forty Five X Forty Five Centimetre ) Dry Brick Honeycomb Shaft With Bricks And S.W. Drain Pipe 100 Mm ( One Hundred Millimetre ) Diameter , 1.8 M ( One Point Eight Metre) Long Complete As Per Standard Design.With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 Including Carriage Of Materials With-In All Leads And Lifts And Other Incidental And As Per Entire Satisfaction And Direction Of Engineer-In-Charge. The Rate Is Including Octroi, Royality, Malkana, Toll-Tax Or Any Other Imposed By The Government But Excluding Gst. , Construction Of Pre-Fabricated Cabin Size (12.00X5.00X5.00)Mtr Roof Hut Shape As Per Dreawing. Specifications:-A) Outer Wall 50Mm Thick Wall Puf Insulated Panel.B) Roof Panel (30/70)Mm Thick Puf Panelc) Door And Window (As Per Drawing) Upvc.D) Ppgi Flashings (U-Channel & Corners). E) Hardware & Accessories.F) Erection Of Wall And Roof Panel.G) Tile Flooringh)Pvc Ceilingincluding All Civil Work Required I.E Foundation, Ooting, Plinth Beam Etc, Office, Toilets,Electrical Work ,Hvac,Fire Ighting,Plumbing & Sanitation,Earthing,Over Head Tank 5,000 Ltr, Septic Tank Etc As All Required Work Completed Including Carriage Of Materials With-In All Leads And Lifts And Other Incidental And As Per Entire Satisfaction And Direction Of Engineer-In-Charge. The Rate Is Including Octroi, Royality, Malkana, Toll-Tax Or Any Other Imposed By The Government But Excluding Gst.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 4
Himachal Pradesh View Result →
13.
Housing Urban and Rular Development #11144599 Technical Bid
Tender For Tourism Development And Beautification Of Paataleshwar Mandir At Gram Sabha Kalpi Dist- Jalaun- 1 Earth Work In Excavation By Mechanical Means (Hydraulic Excavator)/Manual Means Over Areas (Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 Sqm On Plan) Including Getting Out And Disposal Of Excavated Earth Lead Upto 50 M And Lift Upto 1.5 M, As Directed By Engineer-In-Charge. Dsr 2.6.1 Dsr 2.6.1 2 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level : 1:4:8 (1 Cement : 4 Coarse Sand (Zone-Iii) : 8 Graded Stone Aggregate 40 Mm Nominal Size) Dsr 4.1.8 3 Treatment Of Soil Under Existing Floors Using Chemical Emulsion @ One Litre Per Hole, 300 Mm Apart Including Drilling 12 Mm Diameter Holes And Plugging With Cement Mortar 1 :2 (1 Cement : 2 Coarse Sand) To Match The Existing Floor: Dsr 2.35.3.1 4 Excavating, Supplying And Filling Of Local Earth (Including Royalty) By Mechanical Transport Upto A Lead Of 5Km Also Including Ramming And Watering Of The Earth In Layers Not Exceeding 20 Cm In Trenches, Plinth, Sides Of Foundation Etc. Complete. Dsr 2.25(A) 5 Supplying And Filling In Plinth With Sand Under Floors, Including Watering, Ramming, Consolidating And Dressing Complete. Dsr 2.27 6 Boring With Hydraulic Piling Rigs With Power Units, Providing And Installing Cast In Situ Single Under Reamed Piles Of Specified Diameter And Length Below Pile Cap In M-25 Cement Concrete, To Carry A Safe Working Load Not Less Than Specified, Excluding The Cost Of Steel Reinforcement But Including The Cost Of Boring With Bentonite Solution And The Length Of The Pile To Be Embedded In Pile Cap Etc. All Complete. (Length Of Pile For Payment Shall Be Measured Upto To The Bottom Of Pile Cap) : 300 Mm Dia Piles Dsr 20.3.1 7 Vertical Load Testing Of Piles In Accordance With Is 2911 (Part Iv) Including Installation Of Loading Platform By Kentledge Method And Preparation Of Pile Head Or Construction Of Test Cap And Dismantling Of Test Cap After Test Etc. Complete As Per Specification & The Direction Of Engineer In-Charge. 1.Initial Test Dsr 20.6.1 8 Vertical Load Testing Of Piles In Accordance With Is 2911 (Part Iv) Including Installation Of Loading Platform By Kentledge Method And Preparation Of Pile Head Or Construction Of Test Cap And Dismantling Of Test Cap After Test Etc. Complete As Per Specification & The Direction Of Engineer In-Charge. 2.Routine Test Dsr 20.6.1.2 9 Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement - All Work Up To Plinth Level : 5.1.2 1:1.5:3 (1 Cement : 1.5 Coarse Sand (Zone-Iii): 3 Graded Stone Aggregate 20 Mm Nominal Size) Dsr 5.1.2 10 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete. Dsr 5.9.1 11 Reinforced Cement Concrete Work In Walls (Any Thickness), Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts And Struts Etc. Above Plinth Level Up To Floor Five Level, Excluding Cost Of Centering, Shuttering, Finishing And Reinforcement : 5.2.2 1:1.5:3 (1 Cement : 1.5 Coarse Sand(Zone-Iii) : 3 Graded Stone Aggregate 20 Mm Nominal Size) Dsr 5.2.2 12 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete. Dsr 5.9.6 13 Reinforced Cement Concrete Work In Beams, Suspended Floors, Roofs Having Slope Up To 15° Landings, Balconies, Shelves, Chajjas, Lintels, Bands, Plain Window Sills, Staircases And Spiral Stair Cases Above Plinth Level Up To Floor Five Level, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement, With 1:1.5:3 (1 Cement : 1.5 Coarse Sand(Zone-Iii) : 3 Graded Stone Aggregate 20 Mm Nominal Size). Dsr 5.3 14 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For All Heights Lintels, Beams, Plinth Beams, Girders, Bressumers And Cantilevers Dsr 5.9.5 15 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Suspended Floors, Roofs, Landings, Balconies And Access Platform Dsr 5.9.3 16 Steel Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level. Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More. Dsr 5.22.6 17 Brick Work With Bricks Of Class Designation 15 (Class-150) In Foundation And Plinth In: Cement Mortar 1:6 (1 Cement : 6 Coarse Sand (Fm 1.50 To 2.00)) Dsr Ar 18 Brick Work With Bricks Of Class Designation 15 (Class-150) In Superstructure Above Plinth Level Up To Floor V Level In All Shapes And Sizes In : Cement Mortar 1:6 (1 Cement : 6 Coarse Sand (Fm 1.50 To 2.00)) Dsr Ar 19 Half Brick Masonry With Bricks Of Class Designation 15 (Class-150) In Superstructure Above Plinth Level Up To Floor V Level. Cement Mortar 1:4 (1 Cement : 4 Coarse Sand (Fm 1.50 To 2.00)) Dsr Ar 20 12 Mm Cement Plaster On Rough Side Of Single Or Half Brick Wall Of Mix: 1:6(1 Cement: 6 Coarse Sand) Dsr 13.4.2 21 15 Mm Cement Plaster On Rough Side Of Single Or Half Brick Wall Of Mix: 1:6(1 Cement: 6 Coarse Sand) Dsr 13.5.2 22 Add For Plaster Drip Course/ Groove In Plastered Surface Or Moulding Tor.C.C. Projections. Dsr 5.30 23 Providing And Fixing 1St Quality Ceramic Glazed Floor Tiles Conforming To Is : 15622 (Thickness To Be Specified By The Manufacturer ) Of Approved Make In All Colors, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineer-In-Charge In Skirting, Risers Of Steps And Dados Over 12 Mm Thick Bed Of Cement Mortar 1:3 (1 Cement: 3 Coarse Sand) And Jointing With Grey Cement Slurry @ 3.3Kg Per Sqm Including Pointing In White Cement Mixed With Pigment Of Matching Shade Complete. Dsr 11.37A 24 Providing And Fixing Ist Quality Ceramic Glazed Wall Tiles Conforming Tois: 15622 (Thickness To Be Specified By The Manufacturer), Of Approvedmake, In All Colours, Shades Except Burgundy, Bottle Green, Black Ofany Size As Approved By Engineer-In-Charge, In Skirting, Risers Of Stepsand Dados, Over 12 Mm Thick Bed Of Cement Mortar 1:3 (1 Cement : 3Coarse Sand) And Jointing With Grey Cement Slurry @ 3.3Kg Per Sqm,Including Pointing In White Cement Mixed With Pigment Of Matching Shadecomplete. Dsr 8.31 25 Providing And Laying Vitrified Floor Tiles In Different Sizes (Thickness To Bespecified By The Manufacturer) With Water Absorption Less Than 0.08%And Conforming To Is: 15622, Of Approved Make, In All Colours And Shades,Laid On 20Mm Thick Cement Mortar 1:4 (1 Cement : 4 Coarse Sand),Jointing With Grey Cement Slurry @ 3.3 Kg/ Sqm Including Grouting Thejoints With White Cement And Matching Pigments Etc., Complete. Size Of Tile 600X600 Mm Dsr 11.41A.3.1 26 Providing And Laying Polished Granite Stone Flooring In Required Designand Patterns, In Linear As Well As Curvilinear Portions Of The Building Allcomplete As Per The Architectural Drawings With 18 Mm Thick Stone Slabover 20 Mm (Average) Thick Base Of Cement Mortar 1:4 (1 Cement : 4Coarse Sand) Laid And Jointed With Cement Slurry And Pointing With Whitecement Slurry Admixed With Pigment Of Matching Shade Includingrubbing, Curing And Polishing Etc. All Complete As Specified And Asdirected By The Engineer-In-Charge. Polished Granite Stone Slab Of Colour Black, Cherry/Rubyred Or Equivalent Dsr 11.56.1 27 Providing And Fixing Factory Made Upvc Glazed/Wire Mesh Windows/Doors Comprising Of Lead Free Upvc Multi-Chambered Frame, Sash And Mullion/Coupler (Where Ever Required) Extruded Profiles Having Minimum Wall Thickness Of 1.70 Mm For Series R1 And R2 Profiles And 2.10 Mm For Series R3 And R4 Profiles Conforming To En: 12608 In Any Shape, Colour And Design Duly Reinforced With Galvanized Mild Steel Section Made Of Required Shape & Size As Per Cpwd Specification, Upvc Extruded Glazing Beads, Interlocks And Inline Sash Adaptor (Where Ever Required) Of Appropriate Dimension, Epdm Gasket, Hardware, Ss 304 Grade Fasteners Of Minimum 8 Mm Dia With Countersunk Head, Comprising Of Matching Polyamide Pa6 Grade Sleeve For Fixing Frame To Finished Wall As Per Is 1367 : Part 1 To 14, Plastic Packers, Plastic Caps And Necessary Stainless Steel Screws Etc. Profile Of Frame, Sash & Mullion (If Required) Shall Be Mitred Cut And Fusion Welded/Mechanically Jointed Duly Sealed At All Corners, Including Drilling Of Holes For Fixing Hardware And Drainage Of Water Etc. After Fixing Frame The Gap Between Frame And Adjacent Finished Wall Shall Be Filled With Weather Proof Silicon Sealant Over Backer Rod Of Approved Size And Quality, All Complete As Per Approved Drawing Conforming To Cpwd Specification & Direction Of Engineer-In-Charge. Section Of Steel Reinforcement And Cross Sections Of Upvc Profiles To Be As Per Design Approved By Engineer-In-Charge. Wire Mesh / Glazing Of Plain/ Toughened/ Laminated/ Double Glass Unit With / Without High Performance Coatings As Per Design Requirements And Conforming To Is: 3548 & Is: 16231 Shall Be Paid Separately. Note:- Structural Design Proof Checked From A Government Engineering Institute, To Be Provided By The Manufacturer For : (I) Sites With Basic Wind Speed > 45 M/Sec As Per Is 875 – Part 3 (Ii) Sites With Structure Height More Than 20M For All Wind Speeds. Three Track Three Panels Sliding Window With Two Glazed & One Wire Mesh Panels With Aluminium Channel For Roller Track, Wool Pile, Nylon Rollers With Ss 304 Body. Using R3 Series With Frame (98Mm & Above) X (40Mm & Above) & Both Glazed And Fly Screen Sash (30Mm & Above) X (55Mm & Above) With Zinc Alloy (Zamak) Powder Coated Handle On Every Glazed Panel Along With Multi-Point Locking System. (Height Upto 1.2M). Dsr 9.147.A4.1 28 Three Track Three Panels Sliding Door With Two Glazed & One Wire Mesh Panels With Aluminium Channel For Roller Track, Wool Pile, Zinc Alloy (Zamak) Powder Coated Handle On Two Panels Along With Multi-Point Locking System, Adjustable Nylon Rollers With Ss 304 Body. Using R3 Series With Frame (98 Mm & Above) X (40 Mm & Above) & Both Glazed And Fly Screen Sash (30 Mm & Above) X (74 Mm & Above). (Height Upto 2.5 Metre). Dsr 9.147.B3.1 29 Providing And Fixing Glazing In Aluminium Door, Window, Ventilator Shutters And Partitions Etc. With Epdm Rubber / Neoprene Gasket Etc. Complete As Per The Architectural Drawings And The Directions Of Engineer-In-Charge . (Cost Of Aluminium Snap Beading Shall Be Paid In Basic Item): With Float Glass Panes Of 5 Mm Thickness (Weight Not Less Than 12.50 Kg/Sqm) Dsr 21.3.2 30 Filling The Gap In Between Aluminium/ Stone/ Wood Frame And Adjacent Rcc/Brick/ Stone/ Wood/ Ceramic/ Gypsum Work By Providing Weather/Structural Non Sag Elastomeric Pu Sealant Over Backer Rod Of Approved Quality As Per Architectural Drawings And Direction Of Engineer-In-Charge Complete, Complying To Astm C920, Din 18540- F & Iso 11600. Upto 5Mm Depth And 5 Mm Width Dsr 21.19.1 31 Providing And Fixing Fly Proof Galvanized M.S. Wire Gauge To Windows And Clerestory Windows Using Wire Gauge With Average Width Of Aperture 1.4 Mm In Both Directions With Wire Of Dia 0.63 Mm All Complete. With 12 Mm Mild Steel U Beading Dsr 9.51.2 32 Distempering With Oil Bound Washable Distemper Of Approved Brandand Manufacture To Give An Even Shade : New Work (Two Or More Coats) Over And Including Water Thinnable Priming Coat With Cement Primer Dsr 13.41.1 33 Finishing Walls With Acrylic Smooth Exterior Paint Of Required Shade : New Work (Two Or More Coat Applied @ 1.67 Ltr/10 Sqmover And Including Priming Coat Of Exterior Primer Applied@ 2.20 Kg/10 Sqm) Dsr 13.46.1 34 Providing And Applying White Cement Based Putty Of Average Thickness1 Mm, Of Approved Brand And Manufacturer, Over The Plastered Wallsurface To Prepare The Surface Even And Smooth Complete. Dsr 13.80 35 Providing And Laying Integral Cement Based Water Proofing Treatmentincluding Preparation Of Surface As Required For Treatment Of Roofs,Balconies, Terraces Etc Consisting Of Following Operations: Applying A Slurry Coat Of Neat Cement Using 2.75 Kg/Sqm Ofcement Admixed With Water Proofing Compound Conformingto Is. 2645 And Approved By Engineer-In-Charge Over The Rccslab Including Adjoining Walls Upto 300 Mm Height Includingcleaning The Surface Before Treatment.(B) Laying Brick Bats With Mortar Using Broken Bricks/Brick Bats 25 Mm To 115 Mm. With Average Thickness Of 120Mm & Minium Thickness At Khurra As 65 Mm Dsr 22.7.1 36 Making Khurras 45X45 Cm With Average Minimum Thickness Of 5 Cm Cement Concrete 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stoneaggregate Of 20 Mm Nominal Size) Over P.V.C. Sheet 1 M X1 M X 400Micron, Finished With 12 Mm Cement Plaster 1:3 (1 Cement : 3 Coarsesand) And A Coat Of Neat Cement, Rounding The Edges And Makingand Finishing The Outlet Complete.M Dsr 12.22 37 Providing Gola 75X75 Mm In Cement Concrete 1:2:4 (1 Cement : 2 Coarse Sand : 4 Stone Aggregate 10 Mm And Down Gauge), Including Finishing With Cement Mortar 1:3 (1 Cement : 3 Fine Sand) As Per Standard Design : In 75X75 Mm Deep Chase. Dar 12.21.1 38 Supplying, Fabricating, Transporting, Hoistingand Fixing In Position Good Quality Of 70 Mm Redsandstone In Various Elements For All Levels.Stone Shall Be Free From Cracks, Lines Stains Andeven In Shade For Each Element. The Stone Shall|Be Fine Grained And Reddish Or Buff-Colored(Locally Available). The Work Shall Be Carried Outas Per Attached Drawings With Different Process|Of I.E Carving (Manual/ By Machine), Ornamentalwork, Traditional Work, Figure Work (Any Type,Any Size), Cnc Cutting, Moulding. The Carvingand Molding Work Shall Be Of Very Good Quality.|The Stones To Be Fixed In Line, Level And Plumb Inall Respect With The Use Of Brass Clamps, Pins, (To|Be Paid Separetely) Dowels, Cement Slurry With|Matching Pigment And Epoxy Of Akemigermany, Ardex Endura, Myk Laticrete Orjapproved Make As Required And As Approved Bythe Architects. Dsr Ar 39 Providing And Fixing Water Closet Squatting Pan (Indian Type W.C. Pan) With 100 Mm Sand Cast Iron P Or S Trap, 10 Litre Low Level White P.V.C. Flushing Cistern, Including Flush Pipe, With Manually Controlled Device (Handle Lever) Conforming To Is : 7231, With All Fittings And Fixtures Complete, Including Cutting And Making Good The Walls And Floors Wherever Required. White Vitreous China Orissa Pattern W.C. Pan Of Size 580X440 Mm With Integral Type Foot Rests Dsr 17.1.1 40 Providing And Fixing White Vitreous China Pedestal Type Water Closet (European Type W.C. Pan) With Seat And Lid, 10 Litre Low Level White P.V.C. Flushing Cistern, Including Flush Pipe, With Manually Controlled Device (Handle Lever), Conforming To Is : 7231, With All Fittings And Fixtures Complete, Including Cutting And Making Good The Walls And Floors Wherever Required : 17.2.1 W.C. Pan With Isi Marked White Solid Plastic Seat And Lid Dsr 17.2.1 41 Providing And Fixing Wash Basin With C.I. Brackets, 15 Mm C.P. Brass Pillar Taps, 32 Mm C.P. Brass Waste Of Standard Pattern, Including Painting Of Fittings And Brackets, Cutting And Making Good The Walls Wherever Require White Vitreous China Flat Back Wash Basin Size 550X 400 Mm With Single 15 Mm C.P. Brass Pillar Tap Dsr 17.7.4 42 Providing And Fixing P.V.C. Waste Pipe For Sink Or Wash Basin Including P.V.C. Waste Fittings Complete 32 Mm Dia C Dsr-17.28.1.1 43 Providing And Fixing Ptmt Soap Dish Holder Having Length Of 138 Mm, Breadth 102 Mm, Height Of 75 Mm With Concealed Fitting Arrangements. Weighing Not Less Than 106 Gms. Dsr 18.65 44 Providing And Fixing 600X450 Mm Beveled Edge Mirror Of Superior Glass (Of Approved Quality) Complete With 6 Mm Thick Hard Board Ground Fixed To Wooden Cleats With C.P. Brass Screws And Washers Complete. Dsr 17.31 45 Providing And Fixing 8 Mm Dia C.P. / S.S. Jet With Flexible Tube Upto 1 Metre Long With S.S. Triangular Plate To Eureopean Type W.C. Of Quality And Make As Approved By Engineer - In -Charge. Dsr 17.16A 46 Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineer In Charge. External Work. 100 Mm Nominal Inner Dia Pipes Dsr 18.9.9 47 Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineer In Charge. External Work. 80 Mm Nominal Inner Dia Pipes Dsr 18.9.8 48 Providing And Fixing M.S. Holder-Bat Clamps Of Approved Design To Sand Cast Iron/Cast Iron (Spun) Pipe Embedded In And Including Cement Concrete Blocks 10X10X10 Cm Of 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size), Including Cost Of Cutting Holes And Making Good The Walls Etc. For . 100 Mm Dia Pipes Dsr 17.37.1 49 Providing And Fixing M.S. Holder-Bat Clamps Of Approved Design To Sand Cast Iron/Cast Iron (Spun) Pipe Embedded In And Including Cement Concrete Blocks 10X10X10 Cm Of 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size), Including Cost Of Cutting Holes And Making Good The Walls Etc. For . 75 Mm Dia Pipes Dsr 17.37.2 50 Providing And Fixing On Wall Face Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is : 5382, Leaving 10 Mm Gap For Thermal Expansion, (I) Single Socketed Pipes. 110 Mm Dia Pipes Dsr 12.41.2 51 Making Khurras 45X45 Cm With Average Minimum Thickness Of 5 Cm Cement Concrete 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate Of 20 Mm Nominal Size) Over P.V.C. Sheet 1 M X1 M X 400 Micron, Finished With 12 Mm Cement Plaster 1:3 (1 Cement : 3 Coarse Sand) And A Coat Of Neat Cement, Rounding The Edges And Making And Finishing The Outlet Complete. Dsr 12.22 52 Providing And Fixing Unplasticised -Pvc Pipe Clips Of Approved Design To Unplasticised Pvc Rain Water Pipes By Means Of 50X50X50 Mm Hard Wood Plugs, Screwed With M.S. Screws Of Required Length, Including Cutting Brick Work And Fixing In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) And Making Good The Wall Etc. Complete. 110 Mm Dsr 12.43.2 53 Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fittings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Engineer In Charge. Internal Work - Exposed On Wall 25 Mm Nominal Outer Dia Pipes Dsr 18.7.3 54 Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fittings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Engineer In Charge. Internal Work - Exposed On Wall 32 Mm Nominal Outer Dia Pipes Dsr 18.7.4 55 Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fittings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Engineer In Charge. Internal Work - Exposed On Wall 40 Mm Nominal Outer Dia Pipes Dsr 18.7.5 56 Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fittings, I/C Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement And The Cost Of Cutting Chases And Making Good The Same Including Testing Of Joints Complete As Per Direction Of Engineer In Charge. Concealed Work, Including Cutting Chases And Making Good The Walls Etc. 18.8.1 15 Mm Nominal Outer Dia Pipes Dsr 18.8.1 57 Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fittings, I/C Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement And The Cost Of Cutting Chases And Making Good The Same Including Testing Of Joints Complete As Per Direction Of Engineer In Charge. Concealed Work, Including Cutting Chases And Making Good The Walls Etc. 20 Mm Nominal Outer Dia Pipes Dsr 18.8.2 58 Providing And Fixing Uplasticised Pvc Connection Pipe With Brass Unions 15 Mm Nominal Bore Dsr 18.21.2.1 59 Providing And Fixing C.P. Brass Bib Cock Of Approved Quality Conforming To Is:8931 : 18.49.1 15 Mm Nominal Bore Dsr 18.49.1 60 Providing And Fixing C.P. Brass Long Nose Bib Cock Of Approved Quality Conforming To Is Standards And Weighing Not Less Than 810 Gms. 15 Mm Nominal Bore Dsr 18.50.1 61 Providing And Fixing C.P. Brass Angle Valve For Basin Mixer And Geyser Points Of Approved Quality Conforming To Is:8931 18.53.1 15Mm Nominal Bore Dsr 18.53.1 62 Providing And Fixing Gun Metal Gate Valve With C.I. Wheel Of Approved Quality (Screwed End) : 25 Mm Nominal Bore Dsr 18.17.1 63 Providing And Fixing Brass Stop Cock Of Approved Quality : 15 Mm Nominal Bore Dsr 18.16.1 64 Providing And Placing On Terrace (At All Floor Levels) Polyethylene Water Storage Tank Of Approved Brand And Manufacture With Cover And Suitable Locking Arrangement And Making Necessary Holes For Inlet, Outlet And Overflow Pipes But Without Fittings And The Base Support For Tank. Dsr 18.48 65 Excavating Trenches By Mechinical / Manual Means Of Required Width For Pipes, Cables, Etc Including Excavation For Sockets, And Dressing Of Sides, Ramming Of Bottoms, For All Depth, Including Getting Out The Excavated Soil, And Then Returning The Soil As Required, In Layers Not Exceeding 20 Cm In Depth, Including Consolidating Each Deposited Layer By Ramming, Watering, Etc. And Disposing Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M : All Kinds Of Soil,Pipes, Cables Etc. Exceeding 80 Mm Dia. But Not Exceeding 300 Mm Dia Dsr 2.10.1.2 66 Providing, Laying And Jointing Glazed Stoneware Pipes Class Sp-1 With Stiff Mixture Of Cement Mortar In The Proportion Of 1:1 (1 Cement : 1 Fine Sand) Including Testing Of Joints Etc. Complete : 19.1.1 100 Mm Diameter Dsr 19.1.1 67 Providing, Laying And Jointing Glazed Stoneware Pipes Class Sp-1 With Stiff Mixture Of Cement Mortar In The Proportion Of 1:1 (1 Cement : 1 Fine Sand) Including Testing Of Joints Etc. Complete 150 Mm Diameter Dsr 19.1.2 68 Providing And Laying Cement Concrete 1:5:10 (1 Cement : 5 Coarse Sand : 10 Graded Stone Aggregate 40 Mm Nominal Size) All-Round S.W. Pipes Including Bed Concrete As Per Standard Design : 19.2.1 100 Mm Diameter S.W. Pipe Dsr 19.2.1 69 Providing And Laying Cement Concrete 1:5:10 (1 Cement : 5 Coarse Sand : 10 Graded Stone Aggregate 40 Mm Nominal Size) All-Round S.W. Pipes Including Bed Concrete As Per Standard Design :150 Mm Diameter S.W. Pipe Dsr 19.2.2 70 Providing And Fixing Square-Mouth S.W. Gully Trap Class Sp-1 Complete With C.I. Grating Brick Masonry Chamber With Water Tight C.I. Cover With Frame Of 300 X300 Mm Size (Inside) The Weight Of Cover To Be Not Less Than 4.50 Kg And Frame To Be Not Less Than 2.70 Kg As Per Standard Design: With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 Dsr 19.4.2.1 71 Constructing Brick Masonry Manhole In Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) With R.C.C. Top Slab With 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size), Foundation Concrete 1:4:8 Mix (1 Cement : 4 Coarse Sand : 8 Graded Stone Aggregate 40 Mm Nominal Size), Inside Plastering 12 Mm Thick With Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) Finished With Floating Coat Of Neat Cement And Making Channels In Cement Concrete 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size) Finished With A Floating Coat Of Neat Cement Complete As Per Standard Design : With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 Dsr 19.7.1.1 72 Wiring For Light Point/ Fan Point/ Exhaust Fan Point/ Call Bell Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Medium Class Pvc Conduit, With Mdular Type Switch, Modular Plate, Suitable Gi Box And Earthing The Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable Etc. As Required. Group A Dsr 1.10.3 73 Wiring For Light/ Power Plug With 2X4 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface/ Recessed Medium Class Pvc Conduit Alongwith 1 No. 4 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable For Loop Earthing As Required. Dsr 1.12 74 Wiring For Circuit/ Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor, Single Core Cable In Surface/ Recessed Medium Class Pvc Conduit As Required. 2 X 1.5 Sq. Mm + 1 X 1.5 Sq. Mm Earth Wire. Dsr 1.14.1 75 Wiring For Circuit/ Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor, Single Core Cable In Surface/ Recessed Medium Class Pvc Conduit As Required. 2 X 2.5 Sq. Mm + 1X 2.5 Sq. Mm Earth Wire. Dsr 1.14.2 76 Wiring For Circuit/ Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor, Single Core Cable In Surface/ Recessed Medium Class Pvc Conduit As Required. 2 X 6 Sq. Mm + 1 X 6 Sq. Mm Earth Wire. Dsr 1.14.4 77 Supplying And Fixing Metal Box Of 150 Mm X 75 Mm X 60 Mm Deep (Nominal Size) On Surface Or In Recess With Suitable Size Of Phenolic Laminated Sheet Cover In Front Including Providing And Fixing 3 Pin 5/6 A Socket Outlet And 5/6 A Piano Type Switch, Connections, Painting Etc. As Required. Dsr 1.29 78 Supplying And Fixing 20 Amps, 240 Volts, Spn, Industrial Type Socket Outlet, With 2 Poles And Earth Metal Enclosed Plug Top Along With 20 Amps. \C\ Curve, Sp Mcb In Sheet Steel Enclosure, On Surface Or In Recess, With Chained Metal Cover For The Socket Outlet, And Complete With Connections, Testing And Commissioning Etc. As Required. Dsr 2.18 79 Supply And Fixing Two Module Stepped Type Electronic Fan Regulator On The Existing Modular Plate Switch Box Including Connections But Excluding Modular Plate Etc. As Required. Dsr 1.25 80 Supply And Fixing Modular Blanking Plate On The Existing Modular Plate & Switch Box Excluding Modular Plate As Required. Dsr 1.26 81 Supply And Fixing Of Following Sizes Of Medium Class Pvc Conduit Along With Accessories In Surface/Recess Including Cutting The Wall And Making Good The Same In Case Of Recessed Conduit As Required : 20 Mm. Dsr 1.21.1 82 Supply And Fixing Of Following Sizes Of Medium Class Pvc Conduit Along With Accessories In Surface/Recess Including Cutting The Wall And Making Good The Same In Case Of Recessed Conduit As Required : 25 Mm. Dsr 1.21.2 83 Supply And Fixing Of Following Sizes Of Medium Class Pvc Conduit Along With Accessories In Surface/Recess Including Cutting The Wall And Making Good The Same In Case Of Recessed Conduit As Required : 32 Mm. Dsr 1.21.3 84 Supplying And Fixing 5 Amps. To 32 Amps. Rating, 240 Volts `C Series, Miniature Circuit Breaker (Mcb)Suitable For Inductive Load Of Following Poles In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required. Single Pole Dsr 2.10.1 85 Supplying & Fixing Single Pole, Blanking Plate In The Existing Mcb Db Complete Etc. As Required. Dsr 2.11 86 Supplying And Fixing Following Rating, Double Pole, 240 V, Isolator In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. 40 Amps Dsr 2.12.1 87 Supplying And Fixing Following Way, Sp&N, Sheet Steel, Mcb Distribution Board, 240 V On Surface / Recess, Complete With Tinned Copper Bus Bar, Neutral Bus Bar, Earth Bar, Din Bar, Interconnections, Powder Painted Including Earthing Etc. As Required. (But Without Mcb / Rccb / Isolator). 6 Way, Double Door Dsr 2.3.1 88 Supplying And Fixing Following Way, Horizontal Type Tp&N, Sheet Steel Mcb Distribution Board, 415 V On Surface /Recess, Complete With Tinned Copper Bus Bar, Neutral Bus Bar, Earth Bar, Din Bar, Interconnections, Powder Painted Including Earthing Etc. As Required (But Without Mcb / Rccb / Isolators). 4 Way (4 + 12), Double Door Dsr 2.4.1 89 Earthing With Gi Earth Plate 600Mm X 600 Mm X 6Mm Thick Including Accessories And Providing Masonary Enclosure With Cover Plate Having Locking Arrangement And Watering Pipe Of 2.7 Metre Long Etc, With Charcoal/ Coke And Salt As Required. Dsr 5.4 90 Supplying And Laying 25 Mm X 5 Mm. G.I. Strip At 0.50 Metre Below Ground As Strip Earth Electrode, Including Connection/ Terminating With G.I. Nut, Bolt, Spring, Washer Etc. As Required. (Jointing Shall Be Done By Overlapping And With 2 Sets Of G.I. Nut Bolt & Spring Washer Spaced At 50Mm) Dsr 5.9 91 Providing And Fixing 25 Mm X 5 Mm G.I. Strip In 40 Mm Dia G.I. Pipe From Earth Electrode Including Connection With G.I. Nut, Bolt, Spring, Washer Excavation And Re-Filling Etc. As Required. Dsr 5.11 92 Providing And Fixing 25Mm X 5 Mm G.I Strip On Surface Or In Recess For Connections Etc. As Required. Dsr 5.15 93 Providing And Fixing M.V. Danger Notice Plate Of 200Mmx150Mm Made Of Mild Steel, Atleast 2Mm Thick And Vitreous Enamelled White On Both Sides And With Inscription Single Red Colour On Frlsont Side As Required. Dsr 2.21 94 Providing And Fixing Circular/ Hexagonal Cast Iron Or M.S. Sheet Box For Ceiling Fan Clamp, Of Internal Dia 140 Mm, 73 Mm Height, Top Lid Of 1.5 Mm Thick M.S. Sheet With Its Top Surface Hacked For Proper Bonding, Top Lid Shall Be Screwed Into The Cast Iron/ M.S. Sheet Box By Means Of 3.3 Mm Dia Round Headed Screws, One Lock At The Corners. Clamp Shall Be Made Of 12 Mm Dia M.S. Bar Bent To Shape As Per Standard Drawing. Dsr Civil 10.18 95 Supplying And Fixing Following Modular Switch/ Socket On The Existing Modular Plate & Switch Box Including Connections Butexcluding Modular Plate Etc. As Required. 5/6 A Switch Dsr 1.24.1 96 Supplying And Fixing Following Modular Switch/ Socket On The Existing Modular Plate & Switch Box Including Connections Butexcluding Modular Plate Etc. As Required. 3 Pin 5/6 A Socket Outlet Dsr 1.24.4 97 Supplying And Fixing Following Size/ Modules, Gi Box Alongwith Modular Base & Cover Plate For Modular Switches In Recess Etc. As Required. 1 Or 2 Module (75Mmx75Mm) Dsr 1.27.1 98 Installation, Testing And Commissioning Of Pre-Wired, Flourescent Fitting / Compact Fluorescent Fitting Of All Types, Complete With All Accessories And Tubes Etc. Directly On Ceiling / Wall, Including Connection With 1.5 Sq. Mm. Frls Pvc Insulated, Copper Conductor, Single Core Cable And Earthing Etc. As Required. Dsr 1.41 99 Installation, Testing And Commissioning Of Ceiling Fan Including Wiring The Down Rod Of Standard Length (Upto 30 Cm.) With 1.5 Sq. Mm. Frls Pvc Insulated, Copper Conductor, Single Core Cable, Including Providing And Fixing Phenolic Laminated Sheet Cover On The Fan Box Etc. As Required. Dsr 1.45 100 Supply, Installation, Testing And Commissioning Of 1200 Mm Sweep, Bee 5 Star Rated, Ceiling Fan With Brush Less Direct Current (Bldc) Motor, Class Of Insulation: B, 3 Nos. Blades, 30 Cm Long Down Rod, 2 Nos. Canopies, Shackle Kit, Safety Rope, Copper Winding, Power Factor Not Less Than 0.9, Service Value (Cmm/W) Minimum 6.85, Air Delivery Minimum 215 Cmm, 350 Rpm (Tolerance As Per Is : 374-2019), Thd Less Than 10%, Remote Or Electronic Regulator Unit For Speed Control And All Remaining Accessories Including Safety Pin, Nut Bolts, Washers, Temperature Rise=75 Degree C (Max.), Insulation Resistance More Than 2 Mega Ohm, Suitable For 230 V, 50 Hz, Single Phase Ac Supply, Earthing Etc. Complete As Required. Dsr 19.1 101 Supply Of Led Tube Light With Metal Heavy Duty Box Type Batten Light Fitting 2X22 Watt Suitable For Upto 2X22 Watt Led Polycarbonate Tube Light Complete Including Tube Suitable For Both Surface & Suspended Complete In All Respect. Mr 102 Supply Of Recess/Surface Mounting Round 10 W To 15 W Led Cut Out Min 125 Mm, Height Min. 40Mm, Led Down Lighiter Having Powder Coated Die Cast Aluminium Housing With Heat Shink,Diffuser/Reflector And Driver Set. Suitable For 24Hr Continuous Operation, Complete In All Respect. Mr 103 Supply And Laying Of Aluminium Conductor Pvc Insulated Armoured Served Sheathed Cables 1100 Volts Grade At A Depth Of 750 Mm Below Ground Level Over A Cushion Of 75 Mm. Thick Sand All Around And Protected With Burnt Bricks On Sides And On Top. On Surface The Cable Run Shall Be Fixed On M.S. Clamps Etc. Of Suitable Size Or As Directed By The Engineer-Incharge, Complete In All Respect. The Armouring Of The Cable Shall Be Properly Connected With The Earth Conductor By Clamps Etc. 16 Sq. Mm 4 Core Mr 104 Supply And Laying Of Aluminium Conductor Pvc Insulated Armoured Served Sheathed Cables 1100 Volts Grade At A Depth Of 750 Mm Below Ground Level Over A Cushion Of 75 Mm. Thick Sand All Around And Protected With Burnt Bricks On Sides And On Top. On Surface The Cable Run Shall Be Fixed On M.S. Clamps Etc. Of Suitable Size Or As Directed By The Engineer-Incharge, Complete In All Respect. The Armouring Of The Cable Shall Be Properly Connected With The Earth Conductor By Clamps Etc. 35 Sq. Mm 3-1/2 Core Mr 105 Supplying And Making End Termination With Brass Compression Gland And Aluminium Lugs For Following Size Of Pvc Insulated And Pvc Sheathed / Xlpe Aluminium Conductor Cable Of 1.1 Kv Grade As Required. 16 Sq. Mm 4 Core Dsr 9.1.33 106 Supplying And Making End Termination With Brass Compression Gland And Aluminium Lugs For Following Size Of Pvc Insulated And Pvc Sheathed / Xlpe Aluminium Conductor Cable Of 1.1 Kv Grade As Required. 3½ X 35 Sq. Mm (35Mm) Dsr 9.1.21 107 Brick Work With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class-150 In Foundation And Plinth In: Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) Dsr 6.1.1 108 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Slab Dsr 5.9.20 109 Cement Plaster 1:3 (1 Cement: 3 Coarse Sand) Finished With A Floating Coat Of Neat Cement. 20Mm Thick Dsr 13.9.2 110 Cement Concrete Flooring 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate) Finished With A Floating Coat Of Neat Cement, Including Cement Slurry, But Excluding The Cost Of Nosing Of Steps Etc. Complete. 40 Mm Thick With 20 Mm Nominal Size Stone Aggregate Dsr 11.3.1 111 Providing M.S. Foot Rests Including Fixing In Tank With 20X20X10 Cm Cement Concrete Blocks 1:3:6 (1 Cement:3 Coarse Sand :6Graded Stone Aggregate 20 Mm Nominal Size) As Per Standard Design With 20X20 Mm Square Bar Dsr 19.15.1 112 500 Mm Diameter C.I. Cover (Medium Duty) The Cover To Be Not Less Than 58 Kg Dsr 19.18.2 113 C.I. Plain Bend (Dsr 17.39.1.2) Dsr 17.39.1.2 114 Making Soak Pit 2.5 M Diameter 3.0 Metre Deep With 45 X 45 Cm Dry Brick Honey Comb Shaft With Bricks And S.W. Drain Pipe 100 Mm Diameter, 1.8 M Long Complete As Per Standard Design. With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 (Dsr 19.32.1) Dsr 19.32.1 115 Providing And Fixing Precast Rcc Garden Benches With Hand Rest, Each Bench Consists Of 2Nos. L-Shape Base Support In Grey Cement Colour Of Size 80Mm X 450Mm X 890 Mm And Base Width 690Mm, 1 No. Rcc Plank In Red Colour Of Size 1500Mm X 400Mm X 50Mm, And 1 No. Rcc Plank In Red Colour Of Size 1500Mm X 425Mm X 50Mm. Seating Length Of The Bench Is 1500Mm, Seating Height Of The Bench Is 450Mm And Total Height Of The Bench Is 1000Mm As Per Drawing Attached, Finishing Etc Complete And As Per The Direction Of Engineer-In-Charge. Mr 116 Supplying, Assembling, Lowering And Fixing In Vertical Position In Bore Well, Unplasticized Pvc Medium Well Casing (Cm) Pipe Of Required Dia, Conforming To Is: 12818, Including Required Hire And Labour Charges, Fittings & Accessories Etc. All Complete, For All Depths, As Per Direction Of Engineer -In-Charge. (I) 110 Mm Nominal Size Dia (Dsr 23.3.1) 117 Supplying, Assembling, Lowering And Fixing In Vertical Position In Bore Well Unplasticized Pvc Medium Well Screen (Rms) Pipes With Ribs, Conforming To Is: 12818, Including Hire & Labour Charges, Fittings & Accessories Etc. All Complete, For All Depths, As Per Direction Of Engineer-In-Charge. (I) 110 Mm Nominal Size Dia. (Dsr 23.4.1) 118 Supplying, Filling, Spreading & Leveling Coarse Sand Of Size Range 1.5 Mm To 2 Mm In Recharge Pit, In Required Thickness Over Gravel Layer, For All Leads & Lifts, All Complete As Per Direction Of Engineer -Incharge. (Dsr 23.7) 119 Providing And Fixing Suitable Size Threaded Mild Steel Cap Or Spot Welded Plate To The Top Of Bore Well Housing/ Casing Pipe, Removable As Per Requirement, All Complete For Borewell Of: 100 Mm Dia (Dsr 23.13.1) 120 Providing And Fixing G.I. Pipes Complete With G.I. Fittings Including Trenching And Refilling Etc. 32 Mm Dia Nominal Bore (Dsr 18.12.4) 121 Providing And Fixing M.S. Clamp Of Required Dia To The Top Of Casing/ Housing Pipe Of Tubewell As Per Is: 2800 (Part I), Including Necessary Bolts & Nuts Of Required Size Complete. 100 Mm Clamp (Dsr 23.14.1) 122 Providing And Fixing Bail Plug/ Bottom Plug Of Required Dia To The Bottom Of Pipe Assembly Of Tubewell As Per Is:2800 (Part I). 100 Mm Clamp (Dsr 23.15.1) 123 S/F 1.5 H.P. Submersible Pump With Control Pannel, Cable, Columnpipe And All Accessories Complete. Mr 124 S/F Of Finolex Of Copper Cable Isi Marked Submersible Cable Size 4Sqm 4Core. Mr 125 Excavation Work By Mechanical Means (Hydraulic Excavator)/ Manual Means In Foundation Trenches Or Drains (Not Exceeding 1.5M In Width Or 10 Sqm On Plan), Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soils As Directed, Within A Lead Of 50 M. Dsr 2.9.1 126 Stone Work (Machine Cut Edges) For Wall Lining Etc. (Veneer Work) Upto 10 Metre Height, Backing Filled With A Grout Of Average 12 Mm Thick Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) Including Pointing In White Cement Mortar 1:2 (1 White Cement : 2 Stone Dust) With An Admixture Of Pigment Matching The Stone Shade : (To Be Secured To The Backing And The Sides By Means Of Cramps And Pins Which Shall Be Paid For Separately) : Red Sand Stone - Exposed Face Fine Dressed With Rough Backing. 30 Mm Thick Dsr 8.14.1.5 127 Providing And Fixing Stainless Steel Cramps Of Required Size And Shape For Anchoring Stone Wall Lining To The Backing Or Securing Adjacent Stones In Stone Wall Lining In Cement Mortar 1:2 (1 Cement : 2 Coarse Sand), Including Making The Necessary Chases In Stone And Holes In Walls Wherever Required. Dsr 8.15 128 Providing And Fixing Copper Pins 7.5 Cm Long 6 Mm Diameter For Securing Adjacent Stones In Stone Wall Lining In Cement Mortar 1:2 (1 Cement : 2 Coarse Sand), Including Making The Necessary Chases. Dsr 8.16 129 Providing And Fixing 18 Mm Thick Gang Saw Cut, Mirror Polished,Premoulded And Prepolished, Machine Cut For Kitchen Platforms, Vanitycounters, Window Sills , Facias And Similar Locations Of Required Size, Approved Shade, Colour And Texture Laid Over 20 Mm Thick Base Cementmortar 1:4 (1 Cement : 4 Coarse Sand), Joints Treated With White Cement,Mixed With Matching Pigment, Epoxy Touch Ups, Including Rubbing, Curing,Moulding And Polishing To Edges To Give High Gloss Finish Etc. Complete At All Levels.Area Of Slab Over 0.50 Sqm (Granite Of Any Shade) Dsr 8.2.2.2 130 Cost Of Stone Writing. Mr 131 S/F Of Decorative 8To 16 Watt Led Bollard Luminaire With Driver Set Confirming To Ip 65 Protection Complete In All Respect. Mr 132 S/F Of Factory Wired Led Flood Light Luminaries With Die Cast Aluminium Housing Built With Driver Set Suitable For 40To50Watt Confirming T Ip 65/66 Protection Complete In All Respect. Mr 133 Preparation And Consolidation Of Sub Grade With Power Road Roller Of 8 To 12 Tonne Capacity After Excavating Earth To An Average Of 22.5 Cm Depth, Dressing To Camber And Consolidating With Road Roller Including Making Good The Undulations Etc. And Re-Rolling The Sub Grade And Disposal Of Surplus Earthwith Lead Upto 50 Metres. Dsr 16.1 134 Providing And Laying Factory Made Chamfered Edge Cement Concrete Paver Blocks In Footpath, Parks, Lawns, Drive Ways Or Light Traffic Parking Etc, Of Required Strength, Thickness & Size/ Shape, Made By Table Vibratory Method Using Pu Mould, Laid In Required Colour & Pattern Over 50Mm Thick Compacted Bed Of Sand, Compacting And Proper Embedding/Laying Of Inter Locking Paver Blocks Into The Sand Bedding Layer Through Vibratory Compaction By Using Plate Vibrator, Filling The Joints With Sand And Cutting Of Paver Blocks As Per Required Size And Pattern, Finishing And Sweeping Extra Sand. Complete All As Per Direction Of Engineer-In-Charge. 80 Mm Thick C.C. Paver Block Of M-30 Grade With Approved Color Design And Pattern. Dsr 16.91.2 135 Providing And Laying At Or Near Ground Level Factory Made Kerb Stone Of M-25 Grade Cement Concrete In Position To The Required Line, Level And Curvature, Jointed With Cement Mortar 1:3 (1 Cement: 3 Coarse Sand), Including Making Joints With Or Without Grooves (Thickness Of Joints Except At Sharp Curve Shall Not To More Than 5 Mm), Including Making Drainage Opening Wherever Required Complete Etc. As Per Direction Of Engineerin- Charge (Length Of Finished Kerb Edging Shall Be Measured To Calculate Volume For Payment). (Precast C.C. Kerb Stone Shall Be Approved By Engineer-In-Charge). Dsr 16.69 136 Trenching In Ordinary Soil Up To A Depth Of 60 Cm Including Removal And Stacking Of Serviceable Materials And Then Disposing Of Surplus Soil, By Spreading And Neatly Leveling Within A Lead Of 50 M And Making Up The Trenched Area To Proper Levels By Filling With Earth Or Earth Mixed With Sludge Or/And Manure Before And After Flooding Trench With Water (Excluding Cost Of Imported Earth, Sludge Or Manure). Dsr-2020 (H &L) 137 Supplying And Stacking Of Good Earth At Site Including Royalty But Including Carriage 1Km (Earth Measusred In Stacks Will Be Reduced By 20% For Payment). Dsr-2020 (H &L) 138 Supplying And Stacking At Site Dump Manure From Approved Source, Including Carriage Up To 1 Km (Manure Measured In Stacks Will Be Reduced By 8% For Payment) : Screened Through Sieve Of I.S. Designation 16 Mm Dsr-2020 (H &L) 139 Mixing Earth And Sludge Or Manure In The Required Proportion Specified Or Directed By The Officer-In-Charge.. Dsr-2020 (H &L) 140 Spreading Of Sludge, Dump Manure And/Or Good Earth In Required Thickness As Per Direction Of Officer-In-Charge (Cost Of Sludge, Dump Manure And/ Or Good Earth To Be Paid Separately). Dsr-2020 (H &L) 141 Rough Dressing The Trenched Ground Including Breaking The Clods. Dsr-2020 (H &L) 142 Fine Dressing The Ground Dsr-2020(H &L) 143 Digging Holes In Ordinary Soil And Refilling The Same With The Excavated Earth Mixed With Manure Or Sludge In The Ratio Of 2:1 By Volume (2 Parts Of Stacked Volume Of Earth After Reduction By 20% : 1 Part Of Stacked Volume Of Manure After Reduction By 8%) Flooding With Water, Dressing Including Removal Of Rubbish And Surplus Earth, If Any, With All Leads And Lifts (Cost Of Manure, Sludge Or Extra Good Earth If Needed To Be Paid For Separately) :Holes 90 Cm Dia, And 90 Cm Deep Dsr-2020 (H &L) 144 Preparation Of Beds For Hedging And Shrubbery By Excavating 60 Cmdeep And Trenching The Excavated Base To A Further Depth Of 30 Cm, Refilling The Excavated Earth After Breaking Clods And Mixing With Sludge Or Manure In The Ratio Of 8:1 (8 Parts Of Stacked Volume Of Earth After Reduction By 20% : One Part Of Stacked Volume Of Sludge Or Manure After Reduction By 8%), Flooding With Water, Filling With Earth If Necessary, Watering And Finally Fine Dressing, Leveling Etc. Including Stacking And Disposal Of Materials Declared Unserviceable And Surplus Earth By Spreading And Leveling As Directed, Within A Lead Of 50 M, Lift Up To 1.5 M Complete (Cost Of Sludge, Manure Or Extra Earth To Be Paid For Separately). Dsr-2020 (H &L) 145 Providing And Stacking Of Hamelia (10X10X600Mm) As Per Direction Of The Officer-In-Charge. Mr 146 Providing And Stacking Of Casurina Topiary (300X300X1800Mm) As Per Direction Of The Officer-In-Charge. Mr 147 Providing And Stacking Of Plumeria Alba Bushy (300X300X2400Mm ) As Per Direction Of The Officer-In-Charge. Mr 148 Providing And Stacking Of Ground Cover Grass As Per Direction Of The Officer-In-Charge. Mr
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Boards / Undertakings / PSU No of Bidders 2
Uttar Pradesh View Result →
14.
Housing Urban and Rular Development #11081945 AOC
Bids Are invited for Title1 - Supply Installation, Testing and Commissioning of High-speed network desktop scanner 2-sided scan up to 80 images per minute 80 sheet Automatic Document Feeder (ADF) , Title2 - Supply Installation, Testing and Commissioning of Brother Cartridge Black High Capacity Toner Cartridge, up to 3,000 pages. Declared yield in accordance with ISO/IEC 19752. , Title3 - Supply Installation, Testing and Commissioning of Dual Drive Go Type-C 128GB, OTG, Upto 400MB/S, usb3.2_gen_1 Pendrive, Navagio Bay, 5Y Warranty , Title4 - Supply Installation, Testing and Commissioning of Smart Tank All-in-One WiFi Colour Printer , Title5 - Supply Installation, Testing and Commissioning of 1TB Portable SSD, 800MB/s R, USB 3.2 Gen 2, Rugged SSD with Upto 2 Meter Drop Protection, Type-C to Type-A Cable, PC & Mac Compatible, External SSD , Title6 - Supply Installation, Testing and Commissioning of 1TB External HDD - USB 3.0 for Windows and Mac with 3 yr Data Recovery Services, Portable Hard Drive , Title7 - Supply Installation, Testing and Commissioning of Dual Drive Go Type-C 64GB, OTG, Upto 300MB/S, usb3.2_gen_1 Pendrive , Title8 - Supply Installation, Testing and Commissioning of Nano Wireless USB Keyboard and Mouse Set, 12 Function Keys 2.4GHz Wireless, 1000DPI, Spill-Resistant Design, PC/Mac, Black , Title9 - Supply Installation, Testing and Commissioning of 21.5 Inch Full HD VA Panel Monitor 120Hz Refresh 1ms VRB AdaptiveSync sRGB 99% Flicker-Less & BlueLightShield ZeroFrame HDMI + VGA Tilt Adjustable Eye Care Black , Title10 - Supply Installation, Testing and Commissioning of 2TB External HDD - USB 3.0 for Windows and Mac with 3 yr Data Recovery Services, Portable Hard Drive , Title11 - Supply Installation, Testing and Commissioning of SATA 250GB, Up to 545MB/s, 2.5 Inch/7 mm, 3Y Warranty, Internal Solid State Drive (SSD) , Title12 - Supply Installation, Testing and Commissioning of Pebble 2.0 USB-Powered Desktop Speakers with Far-Field Drivers and Passive Radiators for PCs and Laptops (Black) , Title13 - Supply Installation, Testing and Commissioning of Wireless Mouse - for Small to Medium Sized Hands, 2-Year Battery, Silent Clicks, Customisable Side Buttons, Bluetooth -Graphite , Title14 - Supply Installation, Testing and Commissioning of Gold Prime Mechanical Wired Keyboard Dustproof Key switches Guaranteed 50 Million keystrokes 1.5 Meter USB Cable, USB Gold Keyboard (Black) , Title15 - Supply Installation, Testing and Commissioning of 4K PTZ Elite 12x Camera 4K 3840x2160 60FPS 12x Optical Zoom 16x Digital Zoom 80X Field of View YUV H.264 MJPEG USB, 3G SDI, HDMI, RJ45, RS232 AI Trackin , Title16 - Supply Installation, Testing and Commissioning of WiFi Auto Duplex Laser PrinterA4 print speed up to 30 ppm Black WiFi, AirPrint, Mopria, WiFi Direct, LAN, USB 2.0 Auto 2-sided Duplex printing, 35 sheets Auto-Document Feeder ADF, 2-line LCD, 2 in 1 ID Copy, 32 MB Memory, 250 Sheets Paper Tray Full capacity toner included. Yield up to 2600 pages black with 2 year addition onsite Warranty , Title17 - Supply Installation, Testing and Commissioning of 27 Inch IPS Full HD Backlit LED Monitor 144Hz Refresh Rate, 1MS VRB, AMD FreeSync 99% sRGB 1 x VGA 1 x HDMI with Inbox HDMI Cable I Zero Frame Design Eye Care , Title18 - Supply Installation, Testing and Commissioning of 23.8 Inch IPS Full HD Backlit LED Monitor 144Hz Refresh Rate, 1MS VRB Response Time, AMD FreeSync 1 x VGA 1 x HDMI with Inbox HDMI Cable Zero Frame Design Eye Care , Title19 - Supply Installation, Testing and Commissioning of 4K 1x2 HDMI Duplicator Splitter by OREI - with Scaler 2 Ports with Full Ultra HD, HDCP 2.2, 4K at 60Hz 4 - 4- 4 1080p & 3D Supports EDID Control - UHD-PRO102 , Title20 - Supply Installation, Testing and Commissioning of Combo Wireless Mechanical Keyboard & Mouse , Title21 - Supply Installation, Testing and Commissioning of AC1300 USB WiFi Adapter (Archer T3U) - 2.4G/5G Dual Band Mini Wireless Network Adapter for PC Desktop,MU-MIMO Wi-Fi Dongle,USB 3.0,Supports Windows 11,10, 8.1, 8, 7, XP/Mac OS 10.15 & earlier , Title22 - Supply Installation, Testing and Commissioning of Konnect Sync 4K 60Hz HDMI to HDMI Cable, 10M Length with Support eARC and Compatible with Smart HDTV, Laptop, Monitor, Projector, eARC enable Soundbar Black , Title23 - Supply Installation, Testing and Commissioning of USB to RJ45 Ethernet LAN Adapter, Up to 1000 Mbps, for Windows/Mac/Linux (Black) , Title24 - Supply Installation, Testing and Commissioning of Online UPS MAX-2KVA 72V Pure Sinewave Without in-Built Batteries, Multicolour , Title25 - Supply Installation, Testing and Commissioning of Galaxy Tab A9+ 27.94 cm (11.0 inch) Display, RAM 8 GB, ROM 128 GB Expandable, Wi-Fi+5G, Tablet, Gray , Title26 - Supply Installation, Testing and Commissioning of 108 cm (43 inches) FHD Smart LED TV , Title27 - Supply Installation, Testing and Commissioning of Magic Keyboard for iPad Pro 13inch M5 - US English - Black , Title28 - Supply Installation, Testing and Commissioning of Hybrid Conference phone designed for seamless audio conferencing in boardrooms or conference rooms. Boasting a 360-degree audio pickup feature, it captures crystal-clear sound from every corner of a 30ft by 20 space, ideal for 15 to 20 seats. 4 Bi-directional Microphone 360 Degree Audio Pickup Built-in AEC, AGC, ANS 92dB Output Volume USB Speaker Phone Extension Micro , Title29 - Supply Installation, Testing and Commissioning of Interactive Display 65 inch Interactive Display, voltage range of 100 240V with an AC power supply of 50/60Hz and has a typical power consumption of 300W. Constructed with tempered glass and a plastic frame, the panel weighs approximately 48.2 kg and features a sleek black design suitable for wall mounting or optional floor stand installation with VESA standard support. The display offers Ultra HD resolution of 3840 2160 with a brightness of 350 nits, a contrast ratio of 4000-1, and a wide viewing angle of 178 (H/V). It incorporates infrared touch technology supporting up to 20-point multi-touch with a response time of 8 ms for smooth interaction. The panel includes built-in Android OS, wireless connectivity, screen sharing, whiteboard functionality, and interactive display features. It is equipped with dual 15W built-in speakers and multiple input ports including 3 HDMI, 3 USB, LAN, VGA, and audio in/out for seamless connectivity. The unit dimensions are 1521.4 temperature range of 0 , Title30 - Supply Installation, Testing and Commissioning of AX1800 Wi-Fi 6 Dual-Band PoE Access Point Type Software Managed AP Frequency band mode Dual-band simultaneous Wireless speed 1200 Mbps 5 GHz 574 Mbps 2.4 GHz Antenna type Embedded omni-directional antennas Antenna gain 3.2 dBi for 2.4 GHz 4.3 dBI for 5 GHz Power-over-Ethernet Yes Wired interface 1 x Gigabit Ethernet LAN Console port Type of housing Plastic Wireless modes Access Point WDS bridge WDS with AP Advanced features MU-MIMO SmartBeam 802.11k r Roaming Maximum number of SSIDs 16 Auto channel selection WMM-PS 802.11e U-APSD Wi-Fi scheduler AP traffic load balance L2 roaming WPA, WPA2-Personal Enterprise WPA3-Personal, Enterprise WEP 64,128 bit MAC address filtering 802.1X authentication Station isolation SSID broadcast disable WEB CLI Telnet Syslog TKIP,AES encryption WPA, WPA2 PSK over WDS WLAN partition DHCP server IGMP snooping IPv6 SNMP v1, v2c, v3 SSH , Title31 - Supply Installation, Testing and Commissioning of 32 inch (80cm) M5 Smart Monitor with Smart TV Experience FHD 1920 x 1080 Screen Mirroring TV Plus Speakers Adaptive Sound Wi-Fi HDMI Bluetooth , Title32 - Supply Installation, Testing and Commissioning of UPS 600VA / 360W, 230V, UPS System, an Ideal Power Backup & Protection for Home Office, Desktop PC & Home Electronics Visit the APC Store , Title33 - Supply Installation, Testing and Commissioning of Cannon MFP633CDW Color Laser Cartridge Set045 Toner Cartridge Compatible for Printers LBP611Cn, LBP613Cdw, MF631Cn, MF633Cdw, MF635Cx (CRG 045 - 4 Color Combo) , Title34 - Supply Installation, Testing and Commissioning of Brother Drum DR-B021 Has 12000 Pages Yield Compatible with HL-B2000D HL-B2080DW HL-B2100DB HL-B2180DWB DCP-B7500D DCP-B7535DW DCP-B7600DB DCP-B7640DWB DCP-B7620DWB MFC-B7717DW MFC-B7810DWB , Title35 - Supply Installation, Testing and Commissioning of 4 TB Surveillance Internal Hard Drive HDD 3.5 Inch SATA 6 Gb/s 64 MB Cache for DVR NVR Security Camera System wi , Title36 - Supply Installation, Testing and Commissioning of Cartridge HP 4140 HP 152A Black LaserJet Toner Cartridge , Title37 - Supply Installation, Testing and Commissioning of Cartridge HP Color Laser 183 Set VERENA 215A W2310A W2311A W2312A W2313A 215X Toner Cartridge Compatible for HP Color Laserjet Pro MFP M182nw M183fw M155 M183 M182 Printer (215A-Black Cyan Magenta Yellow Combo Pack) , Title38 - Supply Installation, Testing and Commissioning of Cartridge HP Color Laser 183 Black HP 215A Black Original LaserJet Toner Cartridge , Title39 - Supply Installation, Testing and Commissioning of Network Security Appliance 6 x 2.5 GE Ports + 1 SFP Next-Gen Protection, SD-WAN, Secure VPN, Centralized Management with 3 Year Subscription Performance Firewall 12.5 Gbps TLS Inspection 800 Mbps Firewall IMIX 8.1 Gbps IPS 2.5 Gbps IPSec VPN 8.25 Gbps NGFW 2.6 Gbps Threat Protection 2.5 Gbps Connectivity Ethernet Interfaces (Fixed) 8 2.5 GE copper 1 SFP fiber Management Interfaces 1 COM RJ45 1 COM Micro-USB Other I/O Interfaces 1 USB 2.0 (front) 1 USB 3.0 (rear) Wi-Fi Option (W , Title40 - Supply Installation, Testing and Commissioning of Network Security Appliance with 3 Year Xstream Protection 4X 2.5 GE Copper Ports Quiet, High-Performance Desktop Firewall with 3 Year Subscription Performance Firewall 9.9 Gbps TLS Inspection 600 Mbps Firewall IMIX 6.5 Gbps IPS 2 Gbps IPSec VPN 6 Gbps NGFW 2 Gbps Threat Protection 2 Gbps Connectivity Ethernet Interfaces (Fixed) 4 2.5 GE copper Power-over-Ethernet (Fixed) N/A Management Interfaces 1 COM RJ45 1 COM Micro-USB Other I/O Interfaces 1 USB 2.0 (front) 1 USB 3.0 (rear) Wi-Fi Option (W-Model Only) Wi-F , Title41 - Supply Installation, Testing and Commissioning of Mixer Amplifier 120 Watt , Title42 - Supply Installation, Testing and Commissioning of 30 Watt Ceiling Speakers with Tweeter , Title43 - Supply Installation, Testing and Commissioning of UHF Wireless Microphone , Title44 - Supply Installation, Testing and Commissioning of 65inch to 98 Inch Interactive Flat Panel Display Stand Heavy Duty Best Flat Panel Screen/TV Mount , Title45 - Supply Installation, Testing+C9 and Commissioning of Multichanel AIO DSP 200W Surface Mount Technology (SMT) Circuit High efficiency of 90% Rack Mountable Chassis DSP with Inbuilt amplifier DSP with wireless microphone system Total Quantity : 236
Contract Date: Ref. Documents Contract Value : ₹ 57.43 Lakh
Government Departments No of Bidders 4
Madhya Pradesh View Result →
15.
Public Administrative Department #10972753 AOC
Selection Of Agency For Study, Design, Supply, Install, Test, Commission, Support And Maintenance Of Integrated City-Wide Adaptive Traffic Control System
Contract Date: Ref. Documents Contract Value : ₹ 72.26 Crore
Local Bodies No of Bidders 1
Telangana View Result →
16.
Power #10907633 AOC
Construction Of New Test Lab Building At 33/11 Kv Sub Centre, Fatehabad And Other Related Civil Works. - 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 (excluding 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. NSI Based on(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 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) 8 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) 9 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) 10 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) 11 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) 12 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) 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: (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) 14 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) 15 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) 16 Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) (DSR ) (DSR 4.10) 17 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) 18 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) 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 5.1.2) 19 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) 20 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) 21 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) 22 Centering and shuttering including strutting, propping etc. and removal of form for (DSR 5.9) Shelves (Cast in situ) (DSR 5.9.4) 23 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) 24 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) 25 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) 26 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) 27 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) 28 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) 29 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) 30 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) 31 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) 32 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above plinth level. (DSR 5.22) Thermo-Mechanically Treated bars of grade Fe-500D or more. (DSR 5.22.6)/ (DSR 5.22A.6) 33 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) 34 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) 35 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) 36 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) 37 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) 38 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) 39 (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) 40 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) 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. (DSR )(DSR 8.4) 42 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) 43 Mirror polishing on marble work/Granite work/stone work where ever required to give high gloss finish complete. (DSR )(DSR 8.6) 44 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) 45 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) 46 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) 47 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) 48 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) 49 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) 50 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) 51 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) 52 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) 53 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) 54 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) 55 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) 56 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) 57 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) 58 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) 59 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) 60 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) 61 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) 62 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) 63 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) 64 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) 65 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) 66 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) 67 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) 68 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) 69 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) 70 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) 71 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) 72 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) 73 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) 74 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) 75 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) 76 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) 77 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) 78 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) 79 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) 80 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) 81 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) 82 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) 83 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) 84 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) 85 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) 86 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) 87 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) 88 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) 89 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) 90 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) 91 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. (DSR 12.41) 110 mm diameter (DSR 12.41.2) 92 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) 93 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) 94 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. (DSR 11.56) Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent (DSR 11.56.1) 95 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) 96 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) 97 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) 98 15 mm cement plaster on rough side of single or half brick wall of mix:CEMENT PLASTER (IN COARSE SAND) (DSR 13.5) 1:4 (1 cement: 4 coarse sand) (DSR 13.5.1) 99 15 mm cement plaster on rough side of single or half brick wall of mix:CEMENT PLASTER (IN COARSE SAND) (DSR 13.5) 1:6 (1 cement: 6 coarse sand) (DSR 13.5.2) 100 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) 101 6 mm cement plaster of mix : (DSR 13.16) 1:3 (1 cement : 3 fine sand) (DSR 13.16.1) 102 Neat cement punning. (DSR )(DSR 13.18) 103 Pebble dash plaster upto 10 m height above ground level with a mixture of washed pebble or crushed stone 6 mm to 12.5 mm nominal size, dashed over and including fresh plaster in two layers under layer 12 mm cement plaster 1:4 (1 cement : 4 coarse sand) and top layer 10 mm cement plaster with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 10% finely grounded hydrated lime by volume of cement. (DSR ) (DSR 13.20) 104 Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. (DSR )(DSR 13.21) 105 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) 106 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) 107 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) 108 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) 109 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) 110 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) 111 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) 112 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) 113 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) 114 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) 115 Renewal of old putty of glass panes (length) (DSR )(DSR 14.9) 116 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) 117 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) 118 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) 119 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) 120 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) 121 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) 122 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) 123 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) 124 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) 125 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) 126 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) 127 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) 128 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) 129 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) 130 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) 131 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) 132 Extra for providing and mixing hardening compound of approved quality as per manufacturers specification in cement concrete. (DSR )(DSR 16.44) 133 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) 134 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) 135 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) 136 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) 137 Deduct for using of M-20 grade concrete instead of M-25 grade concrete in C.C. pavement. (DSR )(DSR 16.76) 138 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) 139 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) 140 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) 141 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) 142 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) 143 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) 144 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) 145 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) 146 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) 147 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) 148 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) 149 Providing and fixing brass bib cock of approved quality : (DSR 18.15) 20 mm nominal bore (DSR 18.15.2) 150 Providing and fixing brass stop cock of approved quality : (DSR 18.16) 20 mm nominal bore (DSR 18.16.2) 151 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) 152 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) 153 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) 154 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) 155 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) 156 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) 157 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) 158 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) 159 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) 160 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) 161 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) 162 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) 163 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) 164 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) 165 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) 166 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) 167 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) 168 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) 169 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) 170 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) 171 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) 172 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) 173 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) 174 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) 175 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) 176 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) 177 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) 178 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) 179 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) 180 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) 181 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) 182 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) 183 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 ) 184 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) 185 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) 186 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) 187 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) 188 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 189 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 190 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 191 S/F of LED Bulb 9Watt bajaj or equivalent make as approved sample and make as per direction of Engineer in charge (NSI) 192 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) 193 Providing and lowering of 32 mm dia. uPVC column pipe Finolex/Ashirwad or equivalent make with column coupling socket etc. including cutting the pipe of required length, proper jointing the same including cost of all materials, labour, T&P etc required for proper completion of work.(NSI) 194 Supply and fixing support clamps for 32mm dia column pipes made out of MS flats, pairs of bolt-nuts etc complete with all material, labour, T&P. (CSI No. 19.24 e) 195 Supply & installation of electrical control panel of L&T / Havells or equivalent make for 1.5/2.00 pump set single phase submersible pump / pumpset containing contractor relay condenser. (CSI No. 19.31b) 196 Supply & Installation of 2.00 HP outlet 40mm dia. or more, Head 89/45, Discharge 2000/6000 LPH submersible pump of K.S.B/ CALAMA. or eqt. make including cost of labour, T&P and material required for completion of work. (CSI No. 19.32c) 197 Supply and fixing of 2.5 mm2 for pump above 1 HP and up to 3 HP submersible cable Havels or equivalent make, for submersible pump complete in all respect. (CSI No. 19.33b) 198 Supply & fixing of steel wire rope for submersible pump including cost of labour, T&P and material required for completion of work. (CSI No. 19.34) 199 Mild Steel or Iron work in heavy sizes such as trusses built up gates, door frames, record, racks roof work gates etc. wrought to required form including holes rivetting or welding where necessary and also fixing in proper position and alignment including cost when steel is to be provided by the department. (CSI No. 9.02) 200 Supply and fixing CP Nahani Trap India make of heavy approved quality complete with CI grating, including supply of all materials,labour and T&P etc. required for proper completion of the work. (CSI No. 27.21b) as above but for 100 mm.PVC trap. 201 Providing and fixing CI GRATING 100 mm dia including all materials, labour cartage T&P etc.required for proper completion of the work. (CSI No. 27.25) 202 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) 203 Providing and fixing 12 mm thick Industrial tiles size 300 x 300 mm or more of Kajaria 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) 204 Water proofing treatment over Roof, wall, Chajjas, Balcony etc. with Engineer Plus 7 layer waterproofing system at leakage, seepage area consisting of Surface preparation roughening of surface, opening of cracks in V groove in size of 5 mm to 10 mm width, Back filling of cracks with SBR Latex, 2 layer Spraying Mixture of Aquasil-99 and Aquaprime-99 (Take 20 liter clean water+ 1 liter Engineer Plus Aquasil-99 + 2 liter. Engineer Plus Aquaprime-99 in proportion 20:1:2 This solution should not sprayed over more than 40 sqm area, 3rd Laying 90GSM fiber glass mesh with proper overlap, 4th coat of brushable mortar prepared with Engineer Plus Aquaprime-99, water & cement (Aquaprime -99 @ 0.45 kg per sqm, water @0.45 kg per sqm & cement @0.68 kg per sqm.) in the proportion of 1:1:1.5 by weight, After 4th coat allow the coating to air cure for minimum four hours, after 4 hours interval apply, 2 coat of Flexicoat-99 mixed with Water (Flexicoat-99 @0.33 kg/sqm, water @0.66 Kg per Sqm) in the proportion of 1:2 by weight in 4 hours interval. After 6th coat allow the coating to air cure for minimum 4 hours. After 4 hours interval apply, 7th coat of Engineer Plus smartcoat-99 (Smartcoat-99 @ 0.45 Ltr/sqm & water @ 1.35Ltr/sqm in the proportion of 1:3). The surface will dry within 2 hours and surface would be fully water proof and usable after a period of 24 hours and the final appearance of the coating will be gray/milky white. The rates are included the cost of all chemicals, labours, and Required T&P for Proper completion of Work.
Contract Date: Apr 29, 2026 Contract Value : ₹ 36.93 Lakh
Government Departments No of Bidders 3
Uttar Pradesh View Result →
17.
Rural Development #10839078 Price Bid
Tender for Providing Electrical Material And Services At Ranjangaon Ganpati Tal Shirur Dist Pune , Supplying Pre-Stressed Cement Concrete (Psc) Rectangular Pole Of Top 90 X 102 / 105 Mm & Bottom Of 90 X 275 Mm 8 M Long (140 Kg) Complete Erected In Provided C. C. Foundation. , Supplying Ms Pole Bracket, Fabricated From Ism Channel, 75X40x6mm, 1100 Mm Long For 4 Insulators And Welded With Extension Channel Pieces Of Same Size 300 Mm. In Length And Erecting On Pole With 50X6 Mm Clamp As Per Approved Method Of Construction , Supplying Ms Pole Bracket, Fabricated From Ism Channel, 75X40x6mm, 900 Mm Long For 2 Insulators And Welded With Extension Channel Pieces Of Same Size 300 Mm. In Length And Erecting On Pole With 50X6 Mm Clamp As Per Approved Method Of Construction , Supplying Ms Pole Bracket, For Oh Conductor Fabricated From Ism Channel, 75X40x6mm 550Mm Long For 2 Insulators And Erecting On Pole With 50X6 Mm Clamp As Per Approved Method Of Construction , Supplying All Aluminium Stranded Conductors 7/2.21 Mm Complete. (Gnat) , Supplying Porcelain Shackle Type Lt Medium Insulator 50 X 89 Mm Dia. With G.I. (Shackle) Strips, Nuts And Bolts, , Supplying Pole Clamp Made From 50 X 10 Mm Ms Flat For Pole Or Pipe, Post Complete Erected With 15 Mm Bolts And Nuts, Complete Duly Painted With One Coat Of Red Oxide And Two Coatsof Aluminium Paint. , Supplying G.I. Stay Set For Poles, Including Loop Insulators At Inaccessible Height Complete With Anchor Plate 300 X 300 X 6 Mm., Straining Screws, G.I. Stay Wire 7/8 Swg, G.L. Stay Rod 20 Mm X 1.8 M Length And Pole Clamps Duly Erected In Provided Cement Concrete Foundation. , Dismantling The Existing Pole Above 6 M Height With Brackets, Clamps, Insulators, Stay From The Cement Concrete Foundation And Making The Site Clear By Refilling The Pits With Excavated Materialsand Bringing It To The Ground Level. , Ms Nutbolt , 36/40 Watt Led Street Light Repair , 50 Watt Led Street Light Repair , 70 Watt Led Street Light Repair , 100 Watt Led Street Light Repair , 120 Watt Led Street Light Repair , 130 Watt Led Street Light Repair , 50 Watt Flood Light Repair , 100 Watt Flood Light Repair , 120 Watt Flood Light Repair , 150 Watt Flood Light Repair , 200 Watt Flood Light Repair , G.I Pipe For Street Light , 8 Mtr Ms Pole , Ab Cable 16 Sqmm , Ab Cable 25Sqmm , Ab Cable 35Sqmm , Ab Cable 50Sqmm , Ab Cable 70Sqmm , Ab Cable 95 Sqmm , Ab Cable 120 Sqmm , 40Watt Led Street Light , 50Watt Led Street Light , 70Watt Led Street Light , 100 Watt Led Street Light , 120 Watt Led Street Light , 50 Watt Street Light With Sensor , 50 Watt Led Flood Light , 100 Watt Led Flood Light , 120 Watt Led Flood Light , 150 Watt Led Flood Light , 200 Watt Led Flood Light , 2.5 Sqmm Service Wire , 4 Sqmm Service Wire , 6 Sqmm Service Wire , 10 Sqmm Service Wire , 6 annual periodical maintenance Mcb , 10 annual periodical maintenance Mcb , 16 annual periodical maintenance Mcb , 32 annual periodical maintenance Mcb , 64 annual periodical maintenance Mcb , Meter Box , Connector / Junction Box , Providing 8 M High (Clear Height) Galvanised Octagonal Pole With Foundation Bolts Having Bottom Of 135 Mm A/F, Top 70 Mm A/F , Providing Galvanised 1000Mm Double Arm Sword Type Bracket With Frp Dome And Ball. , Supplynig Solar Operated Traffic Signal Light With 4 Mtr Gi Pole , Supplying Gi Pipe Pole 76Mm, 6 Mtr Length , Supplying And 4 Core 16 Sqmm Aluminium Armoured Cable. , Supplying Terminating Xlpe Armoured Cable 4 Core 50 Sqmm , Supplying And Installing Cat 6 Outdoor Cable , Supplying And Installing 4 Mp Hikvision Bullet Camera , Supplying And Installing Rj 45 Connector , Supplying And Installing 8 Channel Poe Switch , Supplying And Installing Computer Mouse , Supplying And Installing Usb Cable , Supplying And Installing Hdmi Cable , Annul Cctv Maintainance , Annul Lift Maintainance , Supplying And Installing 1200 Va Inverter , Supplying And Installing12 Volt 150 Ah Inverter Battery , Supplying And Installing 6 annual periodical maintenance Ss Combine Box , Supplying And Installing Optical Fiber Cable , Supplying Insulation Tape , Supplying And Installing 30 Watt Solar Street Light With 6 Mtr Pole , Supplying And Installing 22 Kv Dp Structure , Dismentaling Existing 22 Kv Dp Structure , Supplying And Installing 22 Kv Disc Insulator , Supplying And Installing 22Kv Pin Insulator , Solar Highmast Reparing , 48 Ah Dry Life Battery , Supplying Tiranga Led Strip On 8 Mtr Pole , Solar Streetlight Reparing , 50 Watt Solar Flood Light , Supplying And Installing 7 Mtr Solar Highmast , Supplying And Installing Gi Mesh Compound With Necessery Fabrication , Supplyingmodulartype Switch6a / 10A Isimark Approved Make Duly Erected On Provided Plate And Box With Wiring Connections Complete.(8-1-2) , Supplying Street Light Bracket For Erection Ofsingle Fitting Made From 40 Mm. Dia ‘B Class G.I. Pipe 1.0 M In Length Along With Pole Cap Of 300 Mm Length 100 Mm Dia Duly Welded As Per Specification No. , Providing Cement Concrete Foundation Including Excavationfor The Poles 60 Cm X 60 Cm X 1.5 M Deep In 1:3:6 Cement Concrete (20 X 25 Mm Stone Metal) And 45 Cm X 45 Cm X 45 Cm/45 Cm Dia. X 45 Cm Height Plinth Duly Plastered And With Necessary Curing And Finishing In An Approved Manner.(For 8.5 To 9 M Poles) , Supplying Steel Tubular Swaged Pole 139.7 X 114.3 X 88.9 Mm. Dia With 4.5X3.65X3.25 Mm Thickness (4.5 + 1.75 + 1.75M) Length Respectively And Total 8 M Long With Pole Cap, Base Plate In Provided Foundation. , Supplying Steel Tubular Swaged Pole 165.1 X 139.7 X 114.3 Mm. Dia With 4.5 X 4.5 X 3.65 Mm Thickness ( 5 + 2 + 2M ) Length Respectively And Total 9 M Long With Pole Cap, Base Plate In Provided Foundation , Supplying Steel Tubular Swaged Pole 165.1 X 139.7 X 114.3 Mm Dia. With 4.5 X4.5 X3.65 Mm Thickness (5.60 + 2.7 + 2.7 M) Length Total 11 M Long With Pole Cap, Base Plate In Provided Foundation , Supplying Street Light Bracket Made From 25Mm. Dia ‘BClass G.I. Pipe, 0.6M. In Lengthalong With Polecap Of 300 Mm Length And 80 Mm Dia Duly Welded With Provided Leads As Per Specification , Supplying,Tpmcb 40A To 63A In Provided Distribution Board , Providing Pair Of Duly Tested Rubber Hand Gloves As Per Is:4770 Suitable For Working Upto 22Kv Supply. , Supplying Insulated D.P. Switch Surface Type/Flush Type 32A 240Vwith Indicator Lamp & Fuse , Supplying H.C. Pattern Porcelain Fuse Bridge Swith Base & Hc Type Fuse Links240v 32A , Supplying Programmable Digital Almanactimer Microcontroller Based With Real Time Clock To Operate On Derived Switching On & Switching Off Street Light As Per Daily Sunset And Sunrise Respectively , 1.25 Mm Crca Sheet Metal Enclosures . , Supplying Pvc Insulated Pvc Round Sheathed 1.5 Sq.Mm (30 No. X 0.25 Mm Dia.) 3 Core Flexible Multi Stranded Copper Industrial Cable For Voltage Grade Up To 1.1 Kv , Supplying & Laying Pvc Armoured Cable 4Core 6Sq Mm , Supplying & Laying Pvc Armoured Cable 4Core 10 Sq Mm 7-1-15 , Supplying & Laying Pvc Armoured Cable 2Core 10 Sq Mm , Supplying & Laying Pvc Armoured Cable 4Core 16 Sq Mm , Supplying, Marking Spmcb 6A To 32A, B- Series (For Lighting) 5-3-3 , Supplying, Marking Dpmcb 6 A To 32 A Bseries (For Lighting) 5-3-7 , Supplying, Marking Tpmcb 6 A To 32Amp In Provided Distribution Board 5-3-14 , Supplying, Marking Fpmcb 40A To 63A In Provided Distribution Board 5-3-17 , Supplying Crimping Type Aluminium Lugs For Cable Upto 16 Sq Mm Complete 7-10-1 , Supplying & Erecting Crimping Type Coper Lugs For Cable Upto 1.5 To 6Sq Mm Complete... , Supplying Two Pole Power Contactor 250V 32A For Time Switch Complete Erected On Wooden Block/Provided Box, With Necessary Materials. 4-4-3 , Supplying & Erecting Mains With2x1.5 Sq.Mm F.R Copperpvc Insulated Wire Laid In Provided Conduit/Trunking/Inside Pole 1-3-3 , Supplying And Erecting Mains With Isi Mark Wp2 X 6 Sq. Mm. 1100 V. Grade Aluminium Pvc Insulated Pvc , Supplying And Erecting Mains With Isi Mark Wp2 X 4 Sq Mm. 1100 V. Grade Aluminium Pvc Insulated Pvc Sheathed Wires , Supplying And Erecting Mains With Isi Mark Wp2 X 10.00 Sq Mm. 1100 V. Grade Aluminium Pvc Insulated Pvc Sheathed Wires , 25 Amp, 32 annual periodical maintenance Three Phase L/T Contactor , 2.5 Sq. Mm Multistand Copper Wire , Insulation Tape , Water Proof Tape , Cable Joint Kit Upto 16 Sq. Mm Cable , Street Light Pole Box Frp , Street Light Pole Clamp , Servicing And Primary Maintenance Of Street Light Pole 1 Vis , Supplying And Laying (Including Excavation Of Suitable Width & , Servicing And Primary Maintenance For Street Light Pole. , Light Poles Painting In Silver Colour , Old Pole Shifting, Rework And Foundation Work Per Pole Etc. , Supply And Installation Of Mini Feeder Pillar With Stand , Reinforced Cement Concrete Road Cheasling Charges With Tractor Breaker (1 Hours , Tree Triming For Overhead Line , Supplying And Erecting Solar Panel Comprising , Supplying And Erecting Approved Makebattery With Capacity , Servicing And Primary Maintenance Of Solar Light Pole 1 , Solar Light Fixture With Light 30W Aluminim Dia Casting With Charge Controller & Lithinium Battery With Auto On / Off System.. , Providing Rental Basis Hydraulic Bucket Vehicle Of Highth 13 , Supplying, Erecting & Terminating Xlpe Armoured Cable 4 Core 70 Sq. Mm. Aluminium Conductor With , Supplying, Erecting & Terminating Xlpe Armoured Cable 4 Core 35 Sq. Mm , Supplying, Erecting & Terminating Xlpe Armoured Cable 4 Core 95 Sq. Mm , Supplying, Erecting & Terminating Xlpe Armoured Cable 4 Core 120 Sq. Mm , Supplying, Spmcb 40A To 63A C- Series (For Motor/Power) In Provided Distribution Board As Per Specification No. Sw-Swr/Mcb , Supplying, Marking Spmcb 40A To 63A, B- Series (For Lighting) In Provided Distribution Board As Per Specification No. Swswr/ Mcb , Supplying, Dpmcb 40A To 63A, C- Series (For Motor/Power) In Provided Distribution Board , Supplying, Marking Dpmcb 40A To 63A, B- Series (For Lighting) In Provided Distribution Board As Per Specification No. Swswr/ Mcb , Supplying, Marking Tpmcb 40A To 63A In Provided Distribution Board As Per Specification No. Sw- Swr/Mcb , Supplying, Erecting & Marking Fpmcb 40A To 63A In Provided Distribution Board , Supplying, Fixing And Commissioning Mcb Type Change Over Switch 2 Pole, 25 A With 3 Positions (I-O-Ii) With Centre Off Position , Supplying, Fixing And Commissioning Mcb Type Change Over Switch 2 Pole, 40 A With 3 Positions (I-O-Ii) With Centre Off Position , Supplying, Fixing And Commissioning Mcb Type Change Over Switch 2 Pole, 63 A With 3 Positions (I-O-Ii) With Centre Off Position , Supplying, Fixing And Commissioning Mcb Type Change Over Switch 4 Pole, 63A With 3 Positions (I-O-Ii) With Centre Off Position , Supplying & Erecting Crimping Type Copper Lugs For Cable 50 Sq. Mm. Complete , Supplying & Erecting Crimping Type Copper Lugs For Cable 70 Sq. Mm. Complete , Supplying & Erecting Crimping Type Copper Lugs For Cable 120 Sq.Mm. Complete As Per Specification No. Cb- Cl/Cu , Supplying And Erecting Four Pole Power Contactor 430 V, 40 A For Time Switch Complete Erected On Provided Wooden Block/ Box, With Necessary Materials. , Supplying And Erecting Icdp Switch 10A To 63A , Cable Joint Kit For Armoured Cable 20 Upto 120 Sq. Mm Cable , Gi Tar , Reparing Ahuja Speaker System(Pa) 110W To 250W , Supplying Ahuja Speaker System(Pa) 110W To 250W With Mic , Taparia Tester , Spaner Set , Control Panel Hrc Fuse , Supplying And Erecting Transformer Fidder Piller , Supplying & Erecting Street Light Control Panel , Supplying Steel Tubular Swaged Pole 165.1 X 139.7 X 114.3 Mm Dia. With 4.5 X4.5 X3.65 Mm Thickness (5.60 + 2.7 + 2.7 M) Length Total 11 M Long With Pole Cap, Base Plate In Provided Foundation , Supplying Steel Tubular Swaged Pole 165.1 X 139.7 X 114.3 Mm Dia. With 4.5 X4.5 X3.65 Mm Thickness (5.60 + 2.7 + 2.7 M) Length Total 8 M Long With Pole Cap, Base Plate In Provided Foundation , Supplying Steel Tubular Swaged Pole 165.1 X 139.7 X 114.3 Mm Dia. With 4.5 X4.5 X3.65 Mm Thickness (5.60 + 2.7 + 2.7 M) Length Total 10 M Long With Pole Cap, Base Plate In Provided Foundation , Supplying Steel Tubular Swaged Pole 165.1 X 139.7 X 114.3 Mm Dia. With 4.5 X4.5 X3.65 Mm Thickness (5.60 + 2.7 + 2.7 M) Length Total 12 M Long With Pole Cap, Base Plate In Provided Foundation
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Maharashtra View Result →
18.
Public Administrative Department #10834947 Price Bid
Maintenance And Repair Of Traffic Control System Under G Ward Area In Thergoan Sub-Division, Year 2025-26
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 3
Maharashtra View Result →
19.
Public Administrative Department #10834944 Price Bid
Tender For Installation Of Traffic Control System And Blinkers At Necessary Places In G Ward Area (Citizen Participation)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 3
Maharashtra View Result →
20.
Public Administrative Department #10803633 AOC
Improvement (Synchronization) Of Traffic Control Lights System From Nigadi To Pimpri On Mumbai Pune Highway And Relat
Contract Date: Jun 19, 2026 Contract Value : ₹ 21.17 Lakh
Local Bodies No of Bidders 3
Maharashtra View Result →
21.
Public Administrative Department #10803620 AOC
Improvement (Synchronization) Of Traffic Control Lights System From Dapodi To Pimpri On Mumbai Pune Highway And Relat
Contract Date: Jun 19, 2026 Contract Value : ₹ 21.18 Lakh
Local Bodies No of Bidders 3
Maharashtra View Result →
22.
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 →
23.
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 →
24.
Public Administrative Department #10732682 Price Bid
Tender For Dismantling Of Existing Structures Like Culverts, Bridges, Retaining Walls, Cement Concrete Road And Other Structure Comprising Of Masonry, Cement Concrete, Wood Work, Steel Work, Including T&P And Scaffolding Wherever Necessary, Sorting The Dismantled Material, Disposal Of Unserviceable Material And Stacking The Serviceable Material With All Lifts And Lead Of 50 Metres As Directed By Engineer. Cement Concrete Grade M-15 And Above And Plain Cement Concrete Blocks , Earth Work In Excavation For Roadway, Including Trimming Bottom And Side Slopes In Accordance With Requirement Of Line, Grades And Cross Sections, Including Disposal Of Surplus Material With All Lift And Lead Upto 1000 Metre As Per Mort&H Specification Clause 301In All Type Of Soil , Earth Work In Excavation In Foundation, Trenches Etc. Including Dressing Of Sides And Ramming Of Bottoms, Including Getting Out The Excavated Material, Refilling After Laying Pipe/ Foundation And Disposal Of Surplus Excavated Material At A Lead Upto 50M Suitable Site As Per Direction Of Engineer For Following Depths, Below Natural Ground / Road Top Level.In All Types Soils/ Saturated Soil Such As Moorum, Sand, Sandy Silt, Clay, Black Cotton Soil, Kankar, Etc.Depth Upto 1.5 M , Carriage Of Materials By Mechanical Transport Including Loading, Unloading And Stacking ::Earth 1 Km , Earth Filling With Available Surplus Soil Excavated From Foundations And Taken Only From Outside Of Building Plinth In Layers Not Exceeding 20Cm In Depth, Consolidating Each Deposited Layer Including Ramming And Watering And Consolidation With Lead Up To 50 M And Lift Upto 1.5 M. , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centring And Shuttering - All Work Upto Plinth Level :1:4:8 (1 Cement : 4 Fine/ Coarse Sand : 8 Graded Stone Aggregate 40 Mm Nominal Size). , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centring And Shuttering - All Work Upto Plinth Level :1:1½:3 (1 Cement : 1½ Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size). , .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 Concrete Mixer, Laid Manually, Compacted With Surface Vibrator, Finishing And Curing Complete As Per Clause 601, 112 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. 9.3 , .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. Plain Cement Concrete M-20 , Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete Excluding The Cost Of Centring, Shuttering, Finishing And Reinforcement - All Work Upto Plinth Level1:1½:3 (1 Cement : 1½ Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size) , Reinforcement For Reinforced Cement Concrete Work At All Levels Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete.Thermo-Mechanically Treated Bars. , Centring And Shuttering With Plywood Or Steel Sheet Upto Two Stories Or Height Upto 7.5 Metre Above Plinth Level Including Strutting, Propping Etc. And Removal Of Form For Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete. , Random Rubble Masonry With Hard Stone In Foundation And Plinth Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) , Random Rubble Masonry With Hard Stone In Superstructure Above Plinth Level And Upto Two Stories. , Brick Work With Fps Bricks Of Class Designation 75 In Foundation And Plinth In:Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) , Brick Work With Fps Bricks Of Class Designation 75 In Superstructure Above Plinth Level Upto Two Stories In All Shapes And Sizes In :Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) , Half Brick Masonry With Fps Brick Of Class Designation 75 In Foundations And Plinth In :Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) , Half Brick Masonry With Fps Bricks Of Class Designation 75 In Superstructure Above Plinth Level Upto Two Stories Cement Mortar 1:4 (1 Cement :4 Coarse Sand) , Cement Plastering Including T&P, Scaffolding, Material And Complete Labpour, Including Cost Of Water, Curing, Racking Of Joints Etc. With 20 Mm Cement Plaster Of Mix 1:6 (1 Cement : 6 Fine/ Coarse Sand) , Cement Plastering Including T&P, Scaffolding, Material And Complete Labpour, Including Cost Of Water, Curing, Racking Of Joints Etc. With 12 Mm Cement Plaster Of Mix 1:4 (1 Cement : 4 Fine/ Coarse Sand) , Cement Concrete Flooring 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded 20Mm Nominal Size Stone Aggregate) Finished With A Floating Coat Of Neat Cement Including Cement Slurry, But Excluding The Cost Of Nosing Of Steps Etc. Complete. 40Mm Thick , Providing And Fixing Stone Jali 40Mm Thick Throughout In Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) Including Pointing In White Cement Mortar 1:2 (1 White Cement : 2 Stone Dust) With An Admixture Of Pigment, Matching The Stone Shade, Jali Slab Without Any Chamfers Etc.Red Sand Stone , Providing And Fixing External Grade Board Solid Core Single Leaf Flush Door Shutters Isi 2202-67 Marked Using Phenol Formal Dehyderesin In Glue Both Sides Including Approved Isi Marked Stainless Steel Butt Hinges Fittings With Necessary Screws Complete As Per Annexure A : 30 Mm Thick Decorative Teak Veneer Both Side , Providing And Fixing T-Iron Frames For Doors, Windows And Ventilators Of Mild Steel Tee-Sections, Joints Mitred And Welded With 15X3 Mm Lugs 10Cm Long Embedded In Cement Concrete Blocks 15X10X10 Cm Of 1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size) Or With Wooden Plugs And Screws Or With Dash Fastener Or Rawl Plugs And Screws Or With Fixing Clips Or With Bolts And Nuts As Require Including Fixing Of Necessary Butt Hinges And Screws And Applying A Priming Coat Of Approved Steel Primer. , 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. , Providing And Fixing 1Mm Thick M.S. Sheet Door With Frame Of 40X40X6Mm Angle Iron And 3Mm M.S. Gusset Plates At The Junctions And Corners, All Necessary Fittings Complete, Including Applying A Priming Coat Of Approved Steel Primer. Using M.S. Angels 40X40X6 Mm For Diagonal Braces. , Wire Gauge Gi Wire Gauge 24 Gauge 14 Mesh Of Is 1568-1970 Marked 85 Gauge Of Dia 0.56 Mm , 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 In 75X75Mm Deep Chase , Providing And Fixing Stone Slab Covering Of Required Size Over Drains Including Filling Of Joints With Cement Sand Mortar 1:3 Complete As Per Direction Of Engineer-In-Charge.Average Thickness 60 To 75 Mm , Average Thickness 40 To 50 Mm , 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). , Providing And Laying Damp-Proof Course 50Mm Thick With Cement Concrete 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size). , Grading Roof For Water Proofing Treatment With Cement Concrete 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size) , Providing And Fixing Water Closet Squatting Pan (Indian Type W.C. Pan ) With 100Mm Sand Cast Iron P Or S Trap, 10 Litre Low Level White P.V.C. Flushing Cistern With Anually Controlled Device (Handle Lever) Conforming To Is : 7231, With All Fittings And Fixtures Complete Including Cutting And Making Good The Walls And Floors Wherever Required White Vitreous China Orissa Pattern W.C. Pan Of Size 580X440Mm With Integral Type Foot Rests. , 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 Lid 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 White Vitreous China Flushing Cistern And C.P. Flush Bend. , Providing And Fixing White Vitreous China Squatting Plate Urinal With Integral Rim Longitudinal Flush Pipe. , 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 630X450 Mm With A Single 15 Mm C.P. Brass Pillar Taps. , Providing, Lowering, Laying In Trenches, Aligning, Fixing In Position And Jointing Socketed Rubber Gasket Type Isi Marked Upvc Pipes Of Class Iii (6 Kg/Sqcm) Suitable For Potable Water With Rubber Ring Joints (As Per Is 4985-2000) Of Following Outer Dia With All Accessories (Excluding Specials) Complete Including All Material, Labour, Hydraulic Testing And Commissioning As Per Technical Specifications And As Per Direction Of Engineer.110 Mm Dia , 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.300 Mm Internal Diameter , 600 Mm Internal Diameter , 900 Mm Internal Diameter , 1200 Mm Internal Diameter , Providing And Fixing Precast Cement Concrete M-20 Grade (Using Mechanical Concrete Mixer) Kerb Stone Top And Bottom Width 115 And 165 Mm Respectively, 250 Mm High On 150 Mm Thick Plain Cement Concrete M-10 Grade Foundation As Per Design, Including Fixing At Site As Per Clause 408 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. , Half Brick Circular Tree Guard, In 2Nd Class Brick, Internal Diametre 1.25 Metres, And Height 1.2 Metres, Above Ground And 0.20 Metre Below Ground, Bottom Two Courses Laid Dry, And Top Three Courses In Cement Mortar 1:6 ( 1 Cement 6 Sand) And The Intermediate Courses Being In Dry Honey Comb Masonry, As Per Design Complete. , Dismantling Of Existing Structures Like Culverts, Bridges, Retaining Walls, Cement Concrete Road And Other Structure Comprising Of Masonry, Cement Concrete, Wood Work, Steel Work, Including T&P And Scaffolding Wherever Necessary, Sorting The Dismantled Material, Disposal Of Unserviceable Material And Stacking The Serviceable Material With All Lifts And Lead Of 50 Metres As Directed By Engineer. Dismantling Stone Masonry Rubble Stone Masonry In Cement Mortar. , 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. , 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. 1.00Mm Thick With Zinc Coating Not Less Than 275Gm/M² , Providing & Fixing Uv Stabilised Fibreglass 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-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. 2Mm Thick Corrugated (2.5 Or 4.2 Or 6) Or Step-Down (2Or 3Or 6) As Specified , Kota Stone Slab Flooring 25Mm Thick 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) : Area Of Each Slab 900 To 2000 Sqcm , 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 Priming Coat With Cement Primer , Finishing Walls With Water Proofing Cement Paint Of Required Shade : New Work (Two Or More Coats Applied @ 3.84 Kg/10 Sqm). , White Washing With Lime To Give An Even Shade: New Work (Three Or More Coats) , Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture To Give An Even Shade : Two Or More Coats On New Work , Pointing On Stone Work With Cement Mortar 1:3 (1 Cement : 3 Fine Sand) :Raised And Cut Pointing , Providing And Applying Plaster Of Paris Putty Of 2 Mm Thickness Over Plastered Surface To Prepare The Surface Even And Smooth Complete , 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, Fixed With Rawl Plugs And Screws Or With Fixing Clips, Or With Expansion Hold Fasteners Including Necessary Filling Up Of Gaps At Junctions, At Top, Bottom And Sides With Required Pvc/Neoprene Felt Etc. Aluminium Sections Shall Be Smooth, Rust Free, Straight, Mitred And Jointed Mechanically Wherever Required Including Cleat Angle, Aluminium Snap Beading For Glazing / Panelling, C.P. Brass / Stainless Steel Screws, All Complete As Per Architectural Drawings And The Directions Of Engineer-In-Charge. (Glazing And Panelling To Be Paid For Separately) :For Fixed Portion Anodised Aluminium (Anodised Transparent Or Dyed To Required Shade According To Is: 1868, Minimum Anodic Coating Of Grade Ac 15) , For Shutters Of Doors, Windows & Ventilators Including Providing And Fixing Hinges/ Pivots And Making Provision For Fixing Of Fittings Wherever Required Including The Cost Of Pvc / Neoprene Gasket Required (Fittings Shall Be Paid For Separately).Anodised Aluminium (Anodised Transparent Or Dyed To Required Shade According To Is: 1868, Minimum Anodic Coating Of Grade Ac 15) , Providing And Fixing Glazing In Aluminium Door, Window, Ventilator Shutters And Partitions Etc. With Pvc/ Neoprene Gasket Etc. Complete As Per The Architectural Drawings And The Directions Of Engineer-Incharge . (Cost Of Aluminium Snap Beading Shall Be Paid In Basic Item) : With Float Glass Panes Of 5.50 Mm Thickness , Renewing Glass Panes, With Putty And Nails Wherever Necessary:Float Glass Panes Of Thickness 5.5 Mm , Providing And Placing On Terrace (At All Floor Levels) Polyethylene Water Storage Tank Isi : 12701 Marked With Cover And Suitable Locking Arrangement And Making Necessary Holes For Inlet, Outlet And Overflow Pipes But Without Fittings And The Base Support For Tank , Providing, Laying, Spreading And Compacting 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 Mort&H Specification Clause - 401 Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion Grading - Ii Material , Providing, Laying, Spreading (With Paver Finisher Only) And Compacting Wet Mix Macadam (Wmm) Base Course Comprising Of Graded Stone Aggregate And Granular Material Conforming To Mort&H Specifications (Table 400-Ii) In Layers Of Equal Compacted Thickness Each Consolidated, Including Pre-Mixing The Material With Water At Omc In Mechanical Mixer (Pug Mill), Carriage Of Mixed Material By Tippers To Site, Laying In Uniform Layers In Base Course On A Well Prepared Sub-Base/ Base Course And Compacting With Power Vibratory-Roller To Achieve The Desired Density Complete As Per Mort&H Specification Clause - 406 Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. , Providing And Laying Marking Of Center Line And Stop Line Etc With Hot Thermoplastic Compound 2.5 Mm Thick On Road/ Plain Surface, Including Reflectorising Glass Beads @ 250 Gms Per Sqm Area With Special Applicator Machine, As Per Irc:35 Including Cleaning The Surface Of All Dirt, Dust And Other Foreign Matter, Demarcation At Site And Traffic Control Involved. The Finished Surface To Be Level, Uniform And Free From Streaks And Holes As Per Clause 803 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. , Supplying And Fixing Of Gi Chain Link Fencing Of Required Width In Mesh Including Strengthening With 2 Mm Dia Gi Wire/ G.I. Staples/ G.I.U-Nails/ Nuts Bolts With 2.4 M Angle Iron Posts 50 Mm X 50 Mm X 6 Mm Placed Every 3 Metres Center To Center Founded In M15 Grade Cement Concrete 30Cmx30Cmx60Cm, 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 Etc Complete As Required And As Per Direction Of Engineer-In-Charge Mesh Size 50Mm X 50Mm Made Of Gi Wire 3.15Mm Dia , Providing And Fixing 1.2 Metres High Gi 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 9 Horizontal Lines And 2 Diagonals Interwoven With Horizontal Wires, Fixed With Gi Staples, Turn Buckles Etc Complete As Per Clause 807 Of Morth Specification & Type A As Per Is : 278-1978 Size Designation 5 (Line Wire 2.24, Point Wire 2.00Mm Mass 97-106 G/M) Includiing All Material, Labour , Providing And Fixing Of Precast Concrete Interlocking Tiles Of Desired Shape Of M 30 Grade Manufactured From Fully Computerized Automatic Stationery Hydraulic Viebro Pressed Machine And Fully Computerized Automatic Batching Plant Of Class A1/A2 As Per Bs 6717:2001. The Cement Concrete Interlocking Paving Blocks Be Laid On Average 50Mm. Thick Bed Of Coarse Sand And The Joint Is To Be Filled With Fine Sand. Laying Procedure On Compacted Sub-Base As Defined. Complete Job Is To Be Executed As Per The Instruction Of Engineer Incharge. The Rates To Be Inclusive Of All Lead & Lifts Etc. Complete As Per Specifications. Tensile Splitting Strength, Abrasion And Braking Load Etc. As Per Bs 6717:2001, Grey Cement.80Mm Thick , Random Rubble Dry Stone Kharanja (Soling) Under Floor. , Providing And Fixing Ms Iron Tree Guard 60 Cm Dia And 2 Metre High Above Ground Level Formed Of 4 Nos (25 X 6 Mm) And 8 Nos (25 X 3 Mm) Vertical Ms Riveted To 3 Nos (25 X 6 Mm) Iron Rings In Two Halves, Bolted Together With 8 Mm Dia And 30 Mm Long Bolts Including Painting Two Coats With Paint Of Approved Brand Over A Coat Of Priming, Complete In All Respects. , Steel Work Welded In Built Up Sections/ Framed Work Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer Using Structural Steel Etc. As Required In Gratings, Frames, Guard Bar, Ladder, Railings, Brackets, Gates And Similar Works. , Providing And Laying Pitching On Slopes Laid Over Prepared Filter Media Including Boulder Apron Laid Dry In Front Of Toe Of Embankment Complete As Per Drawing And Technical Specifications And As Per Clause 2504 Of Mort&H Specification. With R.R. Stone/ Bolder, Weighing Not Less Than 40 Kg, Thickness Not Less Than 150Mm, Specific Gravity Not Less Than 2.65.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 12
Rajasthan View Result →
25.
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 →
26.
Home Affairs #10659892 Price Bid
Tender For Selection Of Service Provider For Supply Install Operation And Maintenance Of Ip Based Cctv System For Malegaon- 1 55 Inch Lcd Monitor 2 Modular Bracket, Pedestal Part 3 Modular Bracket, Frame Part 4 Decoder 5 Joy Stick 6 Ptz 4Mp Camera 7 Bullet Network Camera 5Mp Varifocal 8 High Performance Anpr Bullet Camera 9 Supplement Light 10 Traffic Video Unit Steel Hoop Vertical Pole 11 8 Port Gigabit Poe Switch 12 24 Port Gigabit Ethernet Access Layer3 Switch 13 Networking Video Recorder 64 Ch 8 Sata 14 Hard Disk10 Tb 15 Video Surveillance Micro Sd Tf Card 128 Gb 16 Vms Softwareand Hardware Server 17 Vms Client Hardware Server 18 32 Monitor 19 Networking Server Rack 32U 20 Cctv Double Jacket Cableswith Casing Capping 21 Gi Cantiliver Poleof 6 Meter 22 Gi Cantiliver Poleof 8.3Meter 23 Camera Mounting Bracket 24 Ptz Camera Bracket 25 Power Supply Online Ups 1Kva 26 Power Supply Ups 10 Kva 27 Junction Box 28 Civil Work Pole Foundation With Earthing 29 Sfp Module 30 Fiber Optic Cable 31 Electrical Cable 32 Lan Cable 33 Hdmi Cable 10 Meter 34 Hdmi Cable 15 Meter 35 Fiber Patch Cord 36 Cat 6 Patch Cord 37 12 Port Pach Panel 38 12 Port Liu 39 Camera Hosing 40 Media Converter 41 Network Service Provider Installation Charges 42 Leas Line 03 Year Charges 10 Mbps 43 Ducting & Trenching 44 Installation Andcommissioning For Complete To Project 45 Icc Work 46 Cmc Comprensive Maintenance Contract 47 Network Horn Speaker 48 Ip Audio Centre - Server Software 49 Microphone Console 50 Computer Server 51 Audio Control Centre Server Ippbx
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Statutory Bodies & Commissions/Committees No of Bidders 4
Maharashtra View Result →
27.
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 →
28.
Tourism #10648469 Price Bid
Taj Mahotsav 2022 Composite Taj Mahotsav 2022 Composite Works- 1 Stage 2 Stage Decoration Based Ontheme “Vktk+Nh Ds Ve`R Egksrlo Ds Lax Rkt Egksrlo Ds Jax ( 60’X60’ ) Made With Fireproof Wooden Ply, Iron, Mirror, Clay, Ceramic, Pop, Fiber Resin Mate Etc. Technical Specifications : Stage - Height From Ground To Truss Level 22 Feet; Iron / Steel Structure Frame With Acrylic Floor / Stairs; Backdrop Shall Be Made Of Silk Screen Fitted On Wrought Iron Frame; Four Wings. Masks Are Suggested To Be Molded With Fiber Glass And Colour Pigments; ( Load Capacity Apprx. 10 Ton ) Black Masking On Either Side Of Stage, Stage Design Shall Have Sufficient Space For Logos Of Sponsors 3 Led Wall For Main Stage Size 30 X 12 ( P3 ) 4 Stage Light And Sound 5 Par Lights- 6 Medium 7 Narrow 8 Leko ( 1Kv ) 9 Ground Row With Diffused Filters 10 Lights With Scrollers 11 Haze Machines With Blowers 12 Acl Set Of 24 Lamps 13 Desk For Conventional Lighting ( Celco ) 14 Effect Projector 15 Automated Lighting 16 Moving Mirrors 1.2 ( Cyber, Sgm, Golden Scan ) 17 Sharpy Beam 18 Color Filters 202 / 165 / 048 / 111 / 180 / 137 19 Jambo Smoke Machine 20 Follow Light-Sgm 1200Wt 21 Truss 100X100 Ft 22 Beam Lights Around 23 Vedio Projector With Three Cameras 24 Sky Folding In Back 25 Light Dimmers For Stage 26 Flat Fluid Spot 2.5 Kw. 27 Kramer Switcher 28 Kramer Spiliter 29 Proper Cableing 30 Sound System 31 Crown Amplifior Each Of 5000 Watt 32 Crown Dual Channel Digital Power Amplifiers 3000W@2Ohm, 2100W@4 Ohm, 1500W@8Ohm Per Channel 33 Matching Cross Over 34 J.B.L. Vertec 4889 35 J.B.L Sub Woofer 36 J.B.L. Top For Centre Fill & Delay 37 Stage Monitoring 38 J.B.L. 915 39 J.B.L. Sub Duel Speaker 40 Side Fill J.B.L. 725 41 Foot Mikes For Dancers 42 Cordless Sm58 43 Cordless Sm58 Beta 44 Corded Sm58 45 Corded Sm57 46 As Per Mike Jbl Only Akg C-1000 47 Shure Collar Microphones Wireless 48 Professional Quality Complete Jazz Drum 49 Complete Microphone Kit Shure Or Senheiser For Jazz Drum 50 In Ear Monitor Shure Or Senheiser 51 Base Guitar Amplifier Ampeg 4 / 8X10 52 Lead Guitar Amplifier - Fender Twin / Super Reverb 53 Key Board Amplifier Roland Ac 550 / 880 54 Digital Sound Mixer ( Console ) Sc 48 Or Equivalent With Digital Effects 55 All Sound Cables & Connectors Should Be Monster Or Neutrik 56 D.I. Box Bss 57 Cassette Deck 58 Cd Player 59 Laptop With 1 Tb Ram, 6 Gb Rom, I5 Configuration 60 Graphic Equiliser 61 Podium ( Transluscent ) 62 Head Phone 63 Announcement System With Loudspeakers 64 Cloth Framed Screens With Projector 65 For Shilpi Canteen 66 Garden Chairs Without Armrest 67 Tables 3X2 Sqfeet 68 Kanat Covering Around Shilpi Canteen 69 High Arrangement Led Lights 70 Aluminum Hanger 71 Audience Area 30000 Sq Ft 72 Main Stage 5200 Sq Ft. 73 Mobile Vacuum Toilets For Artists / Vip 74 Cloth Masking For Back Stage 160’X40’ 75 Sofa Set ( Theme Based ) 3 Seater 76 Banquet Chairs With Cover 77 Garden Chairs 78 Central Table 79 Barricading With Iron Pipe ( Covered With Cloth ) And With Iron Jaliof 4’ To 5’ Height 2000 R / Ft. 80 Projector Screen 8’X6’ With Complete Operational System 81 Synthetic Carpet ( New ) 75000 Sq. Ft. 82 Food Stall Of 12’X15’ Size Made Of Gi Tin Covered With Cloth On All Sides 83 Stall Allotment Office / Media Center With Furnituresize 15’ X 30’ 84 Fire Tender Enclosure 18’X12’ 85 First Aid Fire Fighting Systems ( Like Co2 Type, Abc Type Etc ) As Per Site Requirement 86 Police Thana And Cctv Control Room 30’X15’ 87 Vip / Chairman’S Campoffice Fully Furnished With Sofa Set ( 3 Seater ) , Three Tables, Two Ceiling Fans, Chairs 88 Electricity Control Room 18’X20’ 89 Tin Boundary 2400 R / Ft. 90 Reception / Enquiry / Control Room 10’X10’ With Pa System 91 Octonum Stalls 3X3 Mtr. With 1 Tables And 2 Chairs, With Mating Floor Covered With Gi Tin From Top With White Cloth Covering. 92 Mirror 5’X3’ For Green Rooms 93 Security Personnel- Guard 94 Security Personnel- Gun Man With Legal License 95 Security Personnel- Supervisor 96 Coloured Cctv Camera With Complete Recording & Operating System For Mela Ground And Parking Area 97 Walky-Talky ( Range 2 Km. ) 98 Dfmd 99 Hand Held Metal Detector 100 Interior Decoration Based On Theme “Vktk+Nh Ds Ve`R Egksrlo Ds Lax Rkt Egksrlo Ds Jax”, Decoration With Statue, Mask & Wall Painting / Hanging In Traditional / Folk Style, Internal Direction Signages. 101 Photography & Videography At Taj Mahotsav Venue - Shilpgram, Soorsadan, Sadar Bazar Or Any Other Venue Decided By The Taj Mahotsav Committee 102 Colour Photograph Size 5”X7” In Album Of The Whole Event / Mahotsav 103 Videography Of 10 Days In Harddisk ( 2Tb ) 104 Arrangement Of Press Conference And Curtain Raiser Including Catering For 200 Person 105 Silent Generators ( Avr System ) 125 Kv With Fuel 106 Light Poles Along With Metal Halide Lights 107 Semi High Mastlights 108 Halogen500watts 109 Led Lights 23 Watt ( To Be Provided In All Stalls And Other Places ) 110 Three Phase Main Line ( All Underground Wiring ) 111 Decoration Lights ( Jhalar ) On Trees, Front Facadeand Boundary Walls Of The Venue, Light Decoration From Temporary Gate To Mahotsav Exit Gate. 112 Media Platform 12’ Height Erected With Ballis With 3’X3’ Top Wooden Platform With Ladder And Parapet Of 3’ Height On The Top 113 Construction Of Main Gate ( Design Based On Theme ) Size 40’ X 20’ Material :- Iron / Steel / Wood & Plywood / Mix Medium / Structure Frame, Size Of Entry Gate 6’ X 15’ 114 Attractive Platform For Puppet Show Size 8*6 Sqft, Covered With Cloth From Three Side, With Pa Sound System. 115 Making Of Proper Ticket Window With G.I.Tin Sheet Covered With Cloth On All Sides With 8 Counters, Display Boards, Table, Chair With Cloths. 116 Covered Dustbins ( Big Size ) For Whole Mela Ground. 117 Adequate Cleaning And Picketing In The Entire Premises And Proper Disposal Of Garbage From The Stalls. Cleaning Of The Toilets And Sufficient Staff. 118 Two Green Rooms Near Main Stage 25X15 Ft Each With Two Takhat ( 4X8 Ft Each ) , Two Mirror, Four Tables, 10 Chairs Mating Floor And Sheets. 119 For Main Stage, A Super Stage 24X16 Ft., With Height About One Feet With Neat Frills, Carpet And Cloth Sheets. This Would Be Used As Per Program Requirment. Four Labours Must Be Kept In Ready To Go Position During The Program 120 Barricading For Open Stall 121 Police Canteen Food Stall 122 Hi- Tea For Vvip / Media / Sponsers / Artist Etc. ( 18-27 Feb ) For 10Days ( 250 Person Per Day ) 123 Stage Decoration Based Ontheme ^^Vktk+Nh Ds Ve`R Egksrlo Ds Lax Rkt Egksrlo Ds Jax^^ At Sadar Bazar Open Air Stage ( From 19 Feb To 27 Feb 2020 ) , Including Light-Sound-Tentage-Facia- Masking Etc. With The Sitting Arrangements ( Comprise Of Sofa-Center Table-Garden Chairs Etc. ) For 350 Guests / Audience, 02 Green Rooms. 124 Balli Barrier On Road For Traffic Control.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Statutory Bodies & Commissions/Committees No of Bidders 5
Uttar Pradesh View Result →
29.
Housing Urban and Rular Development #10598751 Price Bid
annual repair and maintenance of Various Roads Under Pwd South East Road-2 During 2019-2020 ( Sh- Conducting Ground Truthing Survey For Roads Under Sub-Division Ser-21 ) . , conducting topographical survey of various roads including service roads of pwd in delhi with the help of dgps ( digital global positioning system ) or any suitable digital instruments and taking longitudes , latitudes coordinates at required distance and plotting the same with the help of required software and submission of three sets of hard copy of drawings for each road and one editable soft copy in kml format of the same for each road . the work will be carried out strictly as per actual site requirement , site conditions , complete as per direction of engineer-in-charge with the following scope of work: ( i ) establishment of control points on every road with the dgps with minimum observation time duration of 2:00 hrs . having longitudes , latitudes & elevation . ( ii ) work shall be carried out under the jurisdiction of south east roads division-ii ( scaterred all over 5 assembly constituency i . e . okhla , kalkaji , badarpur , tughlakabad & greater kailash ) ( iii ) coordinates of each location will be taken at three points i . e . extreme left and right of the available row and at centre of road if centre verge is not available . in case centre verge is available , third point will be the centre of central verge of the roads . ( iv ) coordinates will be taken a ) at start , end points and at every 50 meter interval in longitudinal direction if available row is uniform and straight . b ) at the each location of road where row is changing so as to find the actual ground position of the row . the changes in such stretch will be decided by the engineer-in-charge for which contractor/agency is bound to act accordingly . , c ) at each curve , coordinate will be taken at close interval say 3 to 5 meter . however in case of sharp curves , this distance may vary and has to be decided on site itself by mutual consent of both the parties i . e . the contractor and the engineer-in-charge to plot the ground position of roads correctly . ( v ) location of street features like central verge , footpath , drain , service roads etc . along with width of each features at each section where coordinates to be taken . ( vi ) location , type and size of each encroachment also to be marked in the drawing . ( vii ) after doing all field exercises on each road , same shall be plotted in soft copy as well as in hard copy form and one draft drawing of each road shall be handed over to engineer-in-charge for checking its correctness as per requirement of gsdl . after checking , the agency will get verified its correctness for proper ground truthing in colour coded zonal maps from gsdl at his own cost . in case any suggestions are made to be incorporated in the drawing , same shall be incorporated by the agency till finalization of ground truthing by gsdl before submission of final hard copy & soft copy of the drawings . ( viii ) the rates quoted by the agency shall be inclusive of all main power , t & p , digital survey instruments and transportation for conducting complete survey of all roads of any row including service roads . the agency has to quote their rates keeping in view the site conditions , traffic conditions , any permission from local bodies/ traffic police etc . and nothing extra shall be payable on any account in this regard . ( ix ) payment to the agency shall only be made after proper ground truthing of each road in cczm by gsdl and issue of certificate for completion of correct ground truthing by gsdl in this regard . , plotting available row with actual coordinates as per item no . 1 and approved row of each road on google map for correct ground truthing in cczm and drawing cross section at each location of coordinates being taken under item no . 1 above for all roads with available row and submission of same in editable soft copy in kml format . , submission of hard copies of each cross section at each coordinate location of each road duly authenticated by the agency after proper ground truthing by gsdl . note: department is at liberty to decide whether this item is required to be executed or not during the currency of execution of work .
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 5
Delhi View Result →
30.
Housing Urban and Rular Development #10598738 Price Bid
Annual Repair And Maintenance Of various roads under pwd south east road-2 during 2019-2020 ( sh- conducting ground truthing survey for roads under sub-division ser-23 ) . , conducting topographical survey of various roads including service roads of pwd in delhi with the help of dgps ( digital global positioning system ) or any suitable digital instruments and taking longitudes , latitudes coordinates at required distance and plotting the same with the help of required software and submission of three sets of hard copy of drawings for each road and one editable soft copy in kml format of the same for each road . the work will be carried out strictly as per actual site requirement , site conditions , complete as per direction of engineer-in-charge with the following scope of work: ( i ) establishment of control points on every road with the dgps with minimum observation time duration of 2:00 hrs . having longitudes , latitudes & elevation . ( ii ) work shall be carried out under the jurisdiction of south east roads division-ii ( scaterred all over 5 assembly constituency i . e . okhla , kalkaji , badarpur , tughlakabad & greater kailash ) ( iii ) coordinates of each location will be taken at three points i . e . extreme left and right of the available row and at centre of road if centre verge is not available . in case centre verge is available , third point will be the centre of central verge of the roads . ( iv ) coordinates will be taken a ) at start , end points and at every 50 meter interval in longitudinal direction if available row is uniform and straight . b ) at the each location of road where row is changing so as to find the actual ground position of the row . the changes in such stretch will be decided by the engineer-in-charge for which contractor / agency is bound to act accordingly . , c ) at each curve , coordinate will be taken at close interval say 3 to 5 meter . however in case of sharp curves , this distance may vary and has to be decided on site itself by mutual consent of both the parties i . e . the contractor and the engineer-in-charge to plot the ground position of roads correctly . ( v ) location of street features like central verge , footpath , drain , service roads etc . along with width of each features at each section where coordinates to be taken . ( vi ) location , type and size of each encroachment also to be marked in the drawing . ( vii ) after doing all field exercises on each road , same shall be plotted in soft copy as well as in hard copy form and one draft drawing of each road shall be handed over to engineer-in-charge for checking its correctness as per requirement of gsdl . after checking , the agency will get verified its correctness for proper ground truthing in colour coded zonal maps from gsdl at his own cost . in case any suggestions are made to be incorporated in the drawing , same shall be incorporated by the agency till finalization of ground truthing by gsdl before submission of final hard copy & soft copy of the drawings . ( viii ) the rates quoted by the agency shall be inclusive of all main power , t & p , digital survey instruments and transportation for conducting complete survey of all roads of any row including service roads . the agency has to quote their rates keeping in view the site conditions , traffic conditions , any permission from local bodies / traffic police etc . and nothing extra shall be payable on any account in this regard . ( ix ) payment to the agency shall only be made after proper ground truthing of each road in cczm by gsdl and issue of certificate for completion of correct ground truthing by gsdl in this regard . , plotting available row with actual coordinates as per item no . 1 and approved row of each road on google map for correct ground truthing in cczm and drawing cross section at each location of coordinates being taken under item no . 1 above for all roads with available row and submission of same in editable soft copy in kml format . , submission of hard copies of each cross section at each coordinate location of each road duly authenticated by the agency after proper ground truthing by gsdl . note: department is at liberty to decide whether this item is required to be executed or not during the currency of execution of work .
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 5
Delhi View Result →
31.
Housing Urban and Rular Development #10598734 Price Bid
Annual Repair And Maintenance Of various roads under pwd south east road-2 during 2019-2020 ( sh- conducting ground truthing survey for roads under sub-division ser-24 ) . , conducting topographical survey of various roads including service roads of pwd in delhi with the help of dgps ( digital global positioning system ) or any suitable digital instruments and taking longitudes , latitudes coordinates at required distance and plotting the same with the help of required software and submission of three sets of hard copy of drawings for each road and one editable soft copy in kml format of the same for each road . the work will be carried out strictly as per actual site requirement , site conditions , complete as per direction of engineer-in-charge with the following scope of work: ( i ) establishment of control points on every road with the dgps with minimum observation time duration of 2:00 hrs . having longitudes , latitudes & elevation . ( ii ) work shall be carried out under the jurisdiction of south east roads division-ii ( scaterred all over 5 assembly constituency i . e . okhla , kalkaji , badarpur , tughlakabad & greater kailash ) ( iii ) coordinates of each location will be taken at three points i . e . extreme left and right of the available row and at centre of road if centre verge is not available . in case centre verge is available , third point will be the centre of central verge of the roads . ( iv ) coordinates will be taken a ) at start , end points and at every 50 meter interval in longitudinal direction if available row is uniform and straight . b ) at the each location of road where row is changing so as to find the actual ground position of the row . the changes in such stretch will be decided by the engineer-in-charge for which contractor / agency is bound to act accordingly . , c ) at each curve , coordinate will be taken at close interval say 3 to 5 meter . however in case of sharp curves , this distance may vary and has to be decided on site itself by mutual consent of both the parties i . e . the contractor and the engineer-in-charge to plot the ground position of roads correctly . ( v ) location of street features like central verge , footpath , drain , service roads etc . along with width of each features at each section where coordinates to be taken . ( vi ) location , type and size of each encroachment also to be marked in the drawing . ( vii ) after doing all field exercises on each road , same shall be plotted in soft copy as well as in hard copy form and one draft drawing of each road shall be handed over to engineer-in-charge for checking its correctness as per requirement of gsdl . after checking , the agency will get verified its correctness for proper ground truthing in colour coded zonal maps from gsdl at his own cost . in case any suggestions are made to be incorporated in the drawing , same shall be incorporated by the agency till finalization of ground truthing by gsdl before submission of final hard copy & soft copy of the drawings . ( viii ) the rates quoted by the agency shall be inclusive of all main power , t & p , digital survey instruments and transportation for conducting complete survey of all roads of any row including service roads . the agency has to quote their rates keeping in view the site conditions , traffic conditions , any permission from local bodies / traffic police etc . and nothing extra shall be payable on any account in this regard . ( ix ) payment to the agency shall only be made after proper ground truthing of each road in cczm by gsdl and issue of certificate for completion of correct ground truthing by gsdl in this regard . , plotting available row with actual coordinates as per item no . 1 and approved row of each road on google map for correct ground truthing in cczm and drawing cross section at each location of coordinates being taken under item no . 1 above for all roads with available row and submission of same in editable soft copy in kml format . , submission of hard copies of each cross section at each coordinate location of each road duly authenticated by the agency after proper ground truthing by gsdl . note: department is at liberty to decide whether this item is required to be executed or not during the currency of execution of work .
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 5
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32.
Housing Urban and Rular Development #10598730 Price Bid
Annual Repair And Maintenance Of various roads under pwd south east road-2 during 2019-2020 ( sh- conducting ground truthing survey for roads under sub-division ser-25 ) . , conducting topographical survey of various roads including service roads of pwd in delhi with the help of dgps ( digital global positioning system ) or any suitable digital instruments and taking longitudes , latitudes coordinates at required distance and plotting the same with the help of required software and submission of three sets of hard copy of drawings for each road and one editable soft copy in kml format of the same for each road . the work will be carried out strictly as per actual site requirement , site conditions , complete as per direction of engineer-in-charge with the following scope of work: ( i ) establishment of control points on every road with the dgps with minimum observation time duration of 2:00 hrs . having longitudes , latitudes & elevation . ( ii ) work shall be carried out under the jurisdiction of south east roads division-ii ( scaterred all over 5 assembly constituency i . e . okhla , kalkaji , badarpur , tughlakabad & greater kailash ) ( iii ) coordinates of each location will be taken at three points i . e . extreme left and right of the available row and at centre of road if centre verge is not available . in case centre verge is available , third point will be the centre of central verge of the roads . ( iv ) coordinates will be taken a ) at start , end points and at every 50 meter interval in longitudinal direction if available row is uniform and straight . b ) at the each location of road where row is changing so as to find the actual ground position of the row . the changes in such stretch will be decided by the engineer-in-charge for which contractor / agency is bound to act accordingly . , c ) at each curve , coordinate will be taken at close interval say 3 to 5 meter . however in case of sharp curves , this distance may vary and has to be decided on site itself by mutual consent of both the parties i . e . the contractor and the engineer-in-charge to plot the ground position of roads correctly . ( v ) location of street features like central verge , footpath , drain , service roads etc . along with width of each features at each section where coordinates to be taken . ( vi ) location , type and size of each encroachment also to be marked in the drawing . ( vii ) after doing all field exercises on each road , same shall be plotted in soft copy as well as in hard copy form and one draft drawing of each road shall be handed over to engineer-in-charge for checking its correctness as per requirement of gsdl . after checking , the agency will get verified its correctness for proper ground truthing in colour coded zonal maps from gsdl at his own cost . in case any suggestions are made to be incorporated in the drawing , same shall be incorporated by the agency till finalization of ground truthing by gsdl before submission of final hard copy & soft copy of the drawings . ( viii ) the rates quoted by the agency shall be inclusive of all main power , t & p , digital survey instruments and transportation for conducting complete survey of all roads of any row including service roads . the agency has to quote their rates keeping in view the site conditions , traffic conditions , any permission from local bodies / traffic police etc . and nothing extra shall be payable on any account in this regard . ( ix ) payment to the agency shall only be made after proper ground truthing of each road in cczm by gsdl and issue of certificate for completion of correct ground truthing by gsdl in this regard . , plotting available row with actual coordinates as per item no . 1 and approved row of each road on google map for correct ground truthing in cczm and drawing cross section at each location of coordinates being taken under item no . 1 above for all roads with available row and submission of same in editable soft copy in kml format . , submission of hard copies of each cross section at each coordinate location of each road duly authenticated by the agency after proper ground truthing by gsdl . note: department is at liberty to decide whether this item is required to be executed or not during the currency of execution of work .
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 4
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33.
Housing Urban and Rular Development #10569978 Price Bid
Providing Digital Complaint Management System At Residential Flats Timarpur, Delhi-54.- 1 Providing Virtual Cloud Server System Having Following Specification For Complaint Tracker Communication Software, Having Following Specification: Vm Class: Regular Instance Type: N1-Standard-1 Or Similar 2 Providing Unlimited Sms Service Package For Communication Of Complaints Etc. Between Karyakarta & Clients / Admin Of The Complex With Validity Of One Year Etc. Complete As Reqd. 3 Providing Software Named Complaint Tracker Complete Detailed Is As Under Etc. Complete As Required.I ) Operating System: Linux Flavorii ) Make: Red Hat5, 6 / Oracle 4, 5, 6 / Suseiii ) Mean Stack, Iv ) Database: Mongodbv ) Ensure Completion Via Closure Otpvi ) 360 Feedback Of Customers And Service Provider Vii ) App / Web / Ivr Interface 4 Automated Whatsapp Alerts For Service Providers ( Electrician / Plumbers / Carpenters / Technicians Etc. ) And / Or Clients From A Centralized Helpdesk Number.It Should Be An Api Based Whatsapp Number Integrated With Central Ticketing System, The Services Are To Be Hosted On Cloud Infrastructure Ec2, High Memory Instance Or Equivalent, With A Capacity Of Parallel Communications.The Memory Shall Be Minimum 9216 Gib, Ebs-Only Instance And Network Bandwidth Of 100Gbps And Ebs Bandwidth Of 38Gbps. 5 Providing Software Maintenance System On Day To Day Basis, On Remote Bases For Maintenance Of Cloud Server, Complaint Tracker Communication System, Toll Free Number Maintenance, Sms Integration, Work Details Is As Under :A ) Database Physical Space Managementb ) Modification Of Engineers Assignment In Software C ) Weekly Database Backup - Raw Data, Appl. S / We ) Psu, Patchset Updatef ) Correction / Modification Of Complaints In Software G ) Cloud Server Operating System Managementh ) Cloud Server Patching, Vpn Look After.I ) Space Management Over The Cloud Server.J ) Software Changes / Modification / Additionsk ) Alert Log Monitoringl ) Statistical Report Generationm ) Database To Be Up And Running 24X7n ) Database Critical Patch ( Cpu ) Application Yearo ) Performance Tuning Of Databasep ) Database Parameter Adjustment To Load Of Dataq ) Interaction / Feedback With Engineering Department For Improvement Of Servicesr ) Database Physical Space Managements ) Data File Addition Over File Systemt ) Archive Log Managementu ) Index Creations / Modificationsv ) Password Profile Setting / Resetting / Changesw ) Performance Tuning Of Databasex ) Toll-Free Flow Of Traffic Need To Controly ) Sms Functionality Working Properlyz ) Maintenance Of Cloud Server Firewall, Services Up And Running 24X7 6 Whitelabeled Karyakarta App For Android, Having Features As Follows: Automated Fcm Alerts On Creation Of New Ticket Assignment Interface For Service Providers, Admin Cum Supervisor And Supervisors Change Tickets Status Along With Duplex Communication To Clients Ensure Closure Of Tickets Via Otp Native Android App Supporting Sdk 20 And Above. Intergration With Central Control System Through Rest ApiS Faster Data Transfer Using Json 7 Whitelabeled Native Android And Ios App Supporting All Major Versions Of Android And Apple Releases Integrated With Fcm, Having Features As Follows:Secure Login Via Otpbooking Of Ticket Viewing Que Statustimline Viewinggeneration Of Otp With Every New Ticket As Well As Cancellation Of Any New Ticketjava Based App Development Integrated With Rest ApiS, Hosted On Central Ticketing System 8 Creation And Maintenance Of Platform On Ios For Hosting Above Native Karyakarta And Client Subscription. 9 Creation And Maintenance Of Platform On Android For Hosting Above Native Karyakarta And Client Subscription.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
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34.
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
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35.
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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36.
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
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37.
Public Administrative Department #10487396 Price Bid
Request For Proposal ( Rfp ) For Selection Of System Integrator For Implementation Of Unified Command And Control Platform With Itms, City Surveillance Public Address System In Sambalpur Municipal Corporation In Two Bid System Implementation City Surveillance In Sambalpur Corporation Area- 1 Materails ( Hardware ) As Per Technical Specification2u Rack Mountable Server For Directory, Archiver, Plugin, Database , Anpr, E-Challan, Os - Microsoft Windows Server 2022 License. 2 2U Rack Mountable Storage Server Having 12 Bay Sata Slot Each Support Up To 18Tb And Loaded With 16X 18Tb Hdd, Hot Swappable, 10G Sfp Port & Redundant Power Supply Unit. 3 Work Station With Intel Core I7 13Th Generation, 32 Gb Ram, 8 Gb Graphics Card & Windows 11 Professional 4 Dual Monitor Stand 5 21.5 Monitor Full Hd 6 Ai Based Ip 5Mp Bullet Camera With Ir, Motorised Verifocal 7 Ai Based Ip 4Mp Vari-Focal Motorised 8 To 32Mm & Better Lens Face Recognition Bullet Camera, Poe Supported, Ul Certified 8 Ip 2 Mp Ptz 30X Zoom Camera With 200 Mtr. Ir Motorised Verifocal Lense Poe Supported Ul Certified 9 Anpr Camera-Edge Based Ai Ml Dual Lens Camera Ul Certified 10 Industrial Grade Giga Poe++ Injector 11 Primary Core Switch -L3 24 Port Switch Fully Managed With 24 Port 1G Copper & 10Gx4 Sfp / Sfp+ Port 12 L2 Fully Managed 8 Port Giga Poe Switch120wattpoe Output With 2 Sfp Port. 13 Firewall With 10G Port 5 Years Subscription 14 12 Port Liu With Loaded 15 24 Port Liu With Loaded 16 Sc-Lc Patch Cord 17 1000 -1Gbase 1310Nm Sm Transceiver Module 18 10Gtransceiver Module 19 Cat 6 Double Jacketed Utp Cables Outdoor 20 Ofc - 6 Core Sm-Type Armoured Cable With Over Head Laying &Termination 21 Anpr Cantiliver Galvanized Pole + Foundation +Proper Chemical Earthing Must Sustain In High Wind Speed And Salty Climate 22 Cantilever Of Size 1Mtr & 3 Mtr 23 Out Water & Dust Proof 15 U Metal Out Door Rack With Pdu, Fan Etc. 24 Camera Back Box 25 1 Kva Online Ups With External Battery Rack, Cables Etc. 26 10 Kva Online Ups With External Battery Rack, Cables Etc. 27 Videowall Panel 50 With Connector, Videowall Bracket, Videowall Installation With Connectors And Cable 28 Commercial Full Hd Display Panel 65 With 4K Resolution 29 Hdmi Cable 20 Mtr. Length-Pure Copper 30 42 U Cyber Rack 800 X 1000 Mm Depth With 10Scocet 5 / 15Amppdu, Industrial Cable Manager, Monitor Tray, Keyboard Tray Fan Etc. 31 17 U Rack10 Scocet 5 / 15Amppdu, Industrial Cable Manager, Monitor Tray, Keyboard Tray Fan Etc. 32 4 Way Solar Traffic Singalling System With Ups, Battery , Controller , Cabl;Es, Count Down Timer + Pole, With All Accessories 33 Dwc Pipe ( As Per The Survey ) 34 Field Location Electrical Work- All Type ( Approx. ) 35 Pa System Mic With 12 Speaker 36 Spd ( Surge Protection Device ) As Required 37 Wireless Mouse 38 Software & Applicationsperpetual License For Integrated & Unified Command And Control Software With Video Management Software ( Vms ) , Video Analytics Plugins, Gis Engine, Pa ( Public Announcement Application, Parking Management Application Plugin, Realtime Alert / Alarm, Threat Level & Management Engine , Mobile & Web Applications. With Ul Certification 39 Vms Camera Channel Licence 40 Anprcamera Connection Licence 41 License For Incident Management With Rule Engine Based Sop Module 42 Intelligent Traffic Enforcement Licence For Speed Detection, Triple Riding, No-Helmet, Wrong Way Driving ( Unlimited ) 43 Integration Of E-Challan Application With Vahan Database Of Nic Through Api / Sdk. 44 Mobile App For Field Personnel License 45 Ransome Wire Anti Virus Package For All The Severs And Work Stataion 46 Control Room Interior, Furniture Ac, Stabiliser, Electrical Work & Proper Chemical Earthing 47 Site Survey, Planning, Designing, Installation, Commissioning & Testing Of The Complete System 48 Operator Training And Hand Holding For 15 Days 49 Total Cost For Supply & Installationwarranty With Operation & Maintenance 1Styear 50 Warranty With Operation & Maintenance 2Nd Year 51 Warranty With Operation & Maintenance 3Rdyear 52 Warranty With Operation & Maintenance 4Th Year 53 Warranty With Operation & Maintenance 5Th Year
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 4
Odisha View Result →
38.
Public Administrative Department #10462901 Price Bid
Tender For Bargarh Safe City Project For Selection Of Agency For Installation And O And M Of Cctv surveillance System Alongwith Traffic Lights Out Of Wodc Grant Bargarh Safe City Project Cc Tv , 5Mp V / F Bullet Camera As Per The Lens 7-35Mm Specification Support Micro Storage 256Gb ( Can Store Footage In Case Of Network Failure ) And Inbuild Analytics Like Face Detection / Recognitions , 4Mp Ip Bullet Varifocal ( Audio ) Camera With 2.7- 13Mm Lens, 120Db Wdr, Inbuilt Mic With 256 Micro Sd For Local Storage In Case Of Network Failure- Refer Technical Spec , 2Mp 45X Ptz Camera With Micro Storage 256Gb ( Can Store Footage In Case Of Network Failure ) @ 50 / 60 Fps, Poe Supported, Wdr 120Db , Storage / Server With Analytic Software, Up To 50 Face Databases With 5, 00, 000 Face Picture In Total, With Red 10 And Above, 12Ch Ai Ivs. Total Ip Camera Supported 220 ( 40No Anpr Camera, 40 No Face Recognitions Camera ) , Hdd Support 256Tb And Above , 6Tb Surveillance Hdd For 30 Days Backup ( 168 Tb ) , 24 Port Gigabit L3 Fully Manageable Core Switch , L2 Fully Manageable Optical Line Terminal, 8No Gigabit Pon Port , Gepon Olt Sfp ( Pon ) Module Gigabit Interface , Optical Network Unit With 10 / 100 / 1000 Copper Port, 1 Gigabit Ofc Port , 4Mp Anpr / Enforcement Camera @50 / 60 Frame Per Second With Necessary Software And Analytics License , 8 Port 10 / 100Mbps Intelligent Poe Smart Manageable Poe Switch With 1 Port Gigabit 10 / 100 / 1000 Uplink Port, Inbuilt Power, Power Bought 96W , Enclosure For Outdoor Ups & Switch With Proper Cooling Arrangement And Temperature Controller- As Per Technical Specification , 22U Rack Fully Loaded , Ip66 Junction Box For Camera , 16 Port Fully Loaded Raceable Liu , Ofc Splitter 50 / 50, 95 / 5, 40 / 60 , Workstation I9 10Th Generations, 8Gb Ram, Hdd 1Tb, Widows Professional With Keyboard, Mouse And All As Per Solution Requirements , 6Core Armour Single Mode Single Ofc Cable With Laying & Termination , Cat6 Utp Network Cable , 2Sqmm 3Core Copper Power Cable As Per The System Requirements , Spd ( Surge Protector Device ) , Chemical Earthing As Per Is Standard , Poles / Gantry / Bullet Camera Stand With Foundation As Per Approved Design For Cameras , I Kva Ups With Battery Backup Two Hours , 2Kva Online Ups With Two Hours Battery Backup , 6 Kva Online Ups With Battery Backup As Per The Specifications For Server Room Full Backup , 65” 24 X 7 Uhd 4K Display For Control Room As Per The Specifications And Bracket , Smart Gi Pole ( 85 Micron ) With Both Way Ip / Sip-Based Communication With Control Room For Women Safety Asper Technical Spec , Ip / Sip Based Paging Mic & Software For Server Room ( Provision For 8 Junction / Crossing / Chowk To Be Considered ) With License Asper L Spec. , 12Core 1.5Sqmm Copper Cable With Laying , 6Core 1.5Sqmm Copper Cable With Laying , 36Core 1.5Sqmm Copper Cable With Laying , Advance Traffic Signal Controller Fully Automatic And Multi Programmable With Mild Steel Cabinet Including Components, , 12” ( 300Mm Diameter ) Traffic Signal Aspects ( Red / Amber / Green Straight / Green Right ) In Polycarbonate Molded Compact & Sim Designed Signal Head Housing Including Smart Led Retrofit Kit, Visibility Distance Minimum 500Mtr , Count Down Timer 199 Seconds Display Capacity In Mild Steel Housing Including Electronic System , Ms Standard With Anticorrosive Paint 6Mtrs Cantilever Pole With Overhang Arm 2 Mtrs Included Foundation & Transportation , Ms Standard With Anticorrosive Paint 6 Mtrs Pole With Foundation & Transportation , 2Ton Copper Split Ac With Voltage Stabilizer For Control Room , Workstation For Three People At Control Room , Access Control System For Control Room , Body Worn Camera With Built In Micro Sd Card With Charger And Microphone , Installation & Commissioning With All Accessories Charges
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 3
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39.
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
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40.
Housing Urban and Rular Development #10437774 Price Bid
Providing And Fixing Of Aluminium And Other Building Matreial As Per Uploded Tender Providing And Fixing Of Aluminium , Wooden Chaukhat , Expansion Joints Etc , 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 / Panelling , C . P . Brass / Stainless Steel Screws , All Complete As Per Architectural Drawing And The Directions Of Engineer-In-Charge , ( Glazing , Panelling And Dash Fasteners To Be Paid For Separately ) Polyester Powder Coated Aluminium ( Minimum Thickness Of Polyester Powder Coating 50 Micron ) , Powder Coated Aluminium ( Minimum Thickness Of Powder Coating 50 Micron ) 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 ) , For Fixed Portion Powder Coated Aluminium ( Minimum Thickness Of Powder Coating 50 Micron ) For Frame . , 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 @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 ) , 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 Indian Salwood . , Providing And Laying Tactile Tile ( Pavit Tiles0 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 Shade & Patterns Including Grouting The Joints With White Cement Mixed With Matching Pigments Etc . Complete As Per Direction Of Engineer-In-Charge . , Prividing & Fixing Of Expansion Joint System Related With Wall Joint ( External Wall ) Location As Per Drawings And Direction Of Engineer-In-Charge . The Joints Shall Be Of Extrucded Aluminium Base Members , Self Aligning / Centring Arrangement And Support Plates As Per Astm B221-02 . The Material Shall Be Such That It Provides An Expansion Joints System Suitable For Vertical Wall To Wall / Wall To Corner Application , Both New And Existing Construction In Office Buildings & Complexes With No Slipping Down Tendency Amongst The Components Of The Joint System . The Joint System Shall Utilize Light Weight Aluminium Profiles Exhibiting Minimal Exposed Aluminium Surfaces Mechanically Snap Locking The Multicellular To Facilitate Movement . ( Material Shall Confirm To Astm 6063 ) Wall Joint Of 100 Mm Gap , Providing & Fixing Of Expansion Joint System Related With Floor Location As Per Drawing And Direction Of Engineer-In-Charge . The Joints System Will Be Of Extruded Aluminium Base Members , Self Aligning / Self Centering Arrangement And Support Plates Etc . As Per Astm 6221-02 . The System Shall Be Such That It Provides Floor To Floor / Floor To Wall Expansion Control System For Various Vertical Location In Load Application Areas That Accommodates Multi Directional Seismic Movement Without Stress To Its Components . System Shall Consist Of Metal Profiles With A Universal Aluminium Base Meber Designed To Accommodate Various Project Conditions And Finish Floor Treatments . The Cover Plate Shall Be Designed Of Of Width And Thickness Required To Satisfy Projects Movement And Loading Requirements And Secured To Base Members By Utilizing Manufacturers Pre Engineered Self- Centering Arrangement That Freely Rotates / Moves In All Directions . The Self-Centering Arrangement Shall Exhibit Circular Sphere Ends That Lock And Slide Inside The Corresponding Aluminium Extrusion Cavity To Allow Freedom Of Movement And Fliexure In All Directions Including Vertical Displacement . Provision Of Moisture Barrier Memberane In The Joint System To Have Watertight Joint Is Mandatory Requirement All As Per The Manufactures Design And As Approved By Engineer-In- Charge . ( Material Shall Confirm To Astm 6063 . ) Floor Joint Of 100 Mm Gap , Providing & Fixing Of Expansion Joint System Of Approved Made And Manufactures For Various Roof Location As Per Approved Drawings And Direction Of Engineer-In-Charge . The Joints Sahll Be Of Extruded Aluminium Base Members With , Self Aligning And Self Centering Arrangement Support Plates As Per Astm 13221-02 . The System Shall Be Such That It Provides Watertight Roof To Roof / Roof To Corner Joint Cover Expansion Control System That Is Capable Of Accommodating Multidirectional Seismic Movement Without Stress To Its Components . System Shall Consist Of Metal Profile That Incorporates A Universal Aluminium Base Member Designed To Accommodate Various Project Conditions And Roof Treatments . The Cover Plate Shall Be Designed Of Width And Thickness Required To Satisfy Movement And Loading Requirments And Secured To Base Members By Utilizing Manufacturers Pre-Engineered Self-Centering Arrangement That . Freely Rotates / Moves In All Directions . The Self Centering Arrangement Shall Exhibit Circular Sphere Ends That Lock And Slide Inside The Corresponding Aluminium Extrusion Cavity To Allow Freedom Of Movement And Flexure In All Directions Including Vertical Displacement . 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 Roof Joint Of 100 Mm Gap
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
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41.
Housing Urban and Rular Development #10432377 AOC
Tender For Nh 566 Borim To Betoda Ponda Gram Panchayat Via Sirshirem, Deulwada(Length 6.82 Km) -- 1 SUB HEAD : PREPARATORY WORKS ,SITE CLEARANCE , DISMANTLING 2 Clearing and Grubbing Road Land ( By manual means) including uprooting wild vegetation , grass ,bushes ,shrubs , saplings and trees of girth upto 300mm , removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification - clause 201.1 and direction of E/I 3 Box Cutting 4 Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. 5 Construction of embankment with approved materials deposited at site and obtained from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 6 Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 7 Construction of Subgrade and Earthen Shoulders 8 Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m & 100 m as per Technical Specification Clause 303.1. (Including Royality & Labour Cess). 9 SUB HEAD : PAVEMENT LAYERS - GSB & WBM ITEMS 10 Granular Sub-base with Well Graded 11 For Grading II Material 12 Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement 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 Clause 401. 13 Water Bound Macadam with Stone Screening Type B Gr- III 14 WBM Grading 3 (Mechnical Means) 15 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. 16 SUB HEAD : BITUMINOUS ITEMS 17 Prime Coat (Low porosity) 18 Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 19 Tack Coat 20 Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503.m 21 Bituminous Macadam 22 Providing and laying bituminous macadam 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, transported to site, laid over apreviously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. 23 Bituminious Concrete 24 Providing and laying bituminious concrete with 40-60 TPH Drum Mix type Hhot mix plant producing an average output of 50 tonnes per hour using crushed aggregates of specified grading, premixed with bituminious binder to mix with filler, transporting the hotmix to work site, with all leads laying with a hydrostatic/hydraulic paver finisher with sensor control to the required grade, level and alignment, using antistripping agent rolling with smooth wheeled, vibratory or tandem rollers to achieve the desired compaction complete as per MoRT&H Specifications Clause 509. 25 Side Drains( 100m channel drain) 26 Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 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 suitable material. 27 Sand Filling in Foundation :-- Sand Filling in Foundation Trenches as per drawing and technical specification Clause 1108 28 Providing R.C.C.M20 in foundation -do-do- all complete 29 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification RCC M25 Grade @Drain cover 30 HYSD bars 31 Protection Works (cost of 85m Guard Wall) 32 Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 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 suitable material. 33 Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 34 Random Rubble Stone Masonry in 1:3 cement mortar for Foundation complete as per drawing & technical specification clauses 702, 704, 1202 and 1204 35 Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing 36 Plastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications. 37 Plain/Reinforced cement concrete(M-20) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 38 SUB HEAD : ROAD FURNITURES , KM STONES , PMGSY LOGO, TRAFFIC & DIRECTION SIGN & ROAD SAFETY WORK 39 I)Kilometre stone 40 Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. 41 i) 5th km stone (Precast) 42 ii) Ordinary Kilometer Stone (Precast) 43 iii)iii) 200 m stone (Precast) 44 II)Providing and Fixing Logo of Project 45 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 painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1Providing and Fixing Logo of Project As per Drawing @ 5Nos.Citizen Information Board As per Drawing @2 Nos.Citizen Information Board As per Drawing @1 No. 46 Printing New Letters and Figures of any Shade 47 Printing new letter and figures of any shade ( letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade) 48 Boundary Pillar/Gaurd Post 49 Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704Qty vide Road Safety Chart 50 Traffic sign 51 Providing and fixing of retro reflective cautionary , mandatory and informatory sign board as per IRC :67 made of 1.5 mm thick MS steel duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per clause 1701.3.9 of MORD for rural road of required shade and colour supported and welded on 47mmx47mmx12swg sheet tube firmly fixed to the ground by mean of properly designed foundation with M15 grade cement concrete 450x450x600 mm ,600mm below ground level as per approved drawing clause 1701.2.2. 52 ii) 600 mm equilateral & triangle 53 iii) 600 mm circular 54 v) 600 mm x 450 mm rectangular 55 vii) 900 mm side octagon, OR 56 f) 300mm x 900mm Rectangle - Hazard Marker Sign 57 g) 600mm x 500mm Rectangle - Chevron Sign 58 Road Markers/Road Stud with Lens Reflector 59 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 60 Metal Beam Crash Barrier Type - A, W : Metal Beam Crash Barrier 61 Providing and erecting a W metal beam crash barrier providing and erecting W Beam Crash barrier comprising of following three factory made unites-viz. 1) W Beam 2) Spacer Block 3) Vertical Post. The W beam 3mm thick cold roll formed guard rail raw material Conforming to IS-5986-2011 with minimum Grade 255 & with minimum yield stress of 255 Mpa which is fixed by bolted connection to spacer block C-channel of size 150mm* 75mm & 5mm thick, 33cm height spaced 2meter centre to centre, fixed to Vertical Post Cchannel of size 150mm*75mm&5mm thick cold roll formed section made from HR coils raw material conforming to IS-5986-2011 with minimum Grade 255 & with minimum yield stress of 255MPa, with 70cms free height above road or Ground level, and embedded to 110cms deep in cement concrete block of size 35cm*35*115cm or as directed by Engineer Incharge, assembled & fixed as per drawings of MORTH&H Circular No.RW/NH/33022/1/94-DO/III, dated 24/6/1994 & construction operation as per 811 or revevant MORT&H specifications for Roads & Bridge Works (latest edition). All fittings (bolts, nuts, fasteners, washers etc.) shall be conforming to IS:1367 & IS:1364 & galvanished by hot dip zinc coated process @0.55kg/m2 conforming to relevent IS specifications all etc. complete 62 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface 63 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. 64 At Both Edge 65 Overhead Signs (Providing and erecting overhead signs with a corrosion resistant aluminium alloy sheet as per IRC :67 2012 made of high intensity Grade sheeting using ASTM sheeting C type XI micro prismatic retro reflective material with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans)A 10 years warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor. 66 Truss and Vertical Support 67 Aluminium alloy plate for over head sign 68 CROSS DRAINANGE STRUCTURES 69 12.II RCC slab culvert( 1m Span-3 Nos,2m Span-3Nos, Two Span 3m Span RCC small bridge-2 Nos 70 Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 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 suitable material. 71 Sand Filling in Foundation Trenches as per drawing and technical specification Clause 1108. 72 Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Qty. below G.L. 73 Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. Qty above G.L. 74 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. ( M15 (PCC 1:2.5:5) 75 Plain/Reinforced cement concrete(M-20) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 76 RCC M25 in Deck Slab :-- Providing and laying reinforced cement concrete in superstructure (Deck slab M25) as per drawing and technical specifications Clauses 800, 1205.4, 1205.5 77 Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications 78 Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight 79 Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing. 80 Drainage spouts complete as per drawing and technical specifications Clause 1209 81 12) V Dismantling of Cross Drainage Works
Contract Date: Jun 30, 2026 Contract Value : ₹ 5.11 Crore
Government Departments No of Bidders 2
Goa View Result →
42.
Housing Urban and Rular Development #10432373 AOC
Tender For Sh 3 St. Marys To Sh 7 Via Betora, Nirankal (Length -11.80 Km) -- 1 Preparatory works, Site Clearance, Dismentalling 2 Clearing and Grubbing Road Land ( By manual means) including uprooting wild vegetation , grass ,bushs, shrubs , saplings and trees of girth upto 300mm , removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification - clause 201.1 and direction of E/I 3 EARTHWORK 4 Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m & 100 m as per Technical Specification Clause 303.1. (Including Royality & Labour Cess). 5 Tack Coat 6 Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with Primer and cleaned with hydriloc broom as per technical specification clause 503. 7 Bituminous Macadam 8 Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over apreviously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. 9 Bituminous Concrete 10 Providing and laying bituminious concrete with 40-60 TPH Drum Mix type hot mix plant producing an average output of 50 tonnes per hour using crushed aggregates of specified grading, premixed with bituminious binder to mix with filler, transporting the hotmix to work site, with all leads laying with a hydrostatic/hydraulic paver finisher with sensor control to the required grade, level and alignment, using antistripping agent rolling with smooth wheeled, vibratory or tandem rollers to achieve the desired compaction complete as per MoRT&H Specifications Clause 509. 11 Side Drains 12 Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 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 suitable material. 13 Sand Filling in Foundation :-- Sand Filling in Foundation Trenches as per drawing and technical specification Clause 1108 14 Providing R.C.C.M20 in foundation 15 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification RCC M25 GradeDrain Cover 16 HYSD bars 17 Protection Works 18 Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 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 suitable material. 19 Providing PCC M-15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 20 Random Rubble Stone Masonry in 1:3 cement mortar for Foundation complete as per drawing & technical specification clauses 702, 704, 1202 and 1204 21 Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing. 22 Plastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications 23 Plain/Reinforced cement concrete(M-20) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. 24 ROAD FURNITURES , KM STONES , PMGSY LOGO, TRAFFIC & DIRECTION SIGN & ROAD SAFETY WORK 25 Kilometre stone Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. 26 i) 5th Km stone (Precast) 27 ii) Ordinary Kilometer Stone 28 iii) 200m stone (Precast) 29 (I)Providing and Fixing Logo of Project 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 painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 30 Printing New Letters and Figures of any ShadeProviding 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 painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 31 Boundary Pillar/Gaurd PostReinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 32 Traffic SignProviding and fixing of retro reflective cautionary , mandatory and informatory sign board as per IRC :67 made of 1.5 mm thick MS steel duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per clause 1701.3.9 of MORD for rural road of required shade and colour supported and welded on 47mmx47mmx12swg sheet tube firmly fixed to the ground by mean of properly designed foundation with M15 grade cement concrete 450x450x600 mm ,600mm below ground level as per approved drawing clause 1701.2.2. 33 II) 600mmequilateral & triangle 34 iii)600 mm circular 35 v)600 mm x 450 mm rectangular 36 vii) 900 mm side octagon, OR 37 f) 300mm x 900mm Rectangle - Hazard Marker Sign 38 g)600mm x 500mm Rectangle - Chevron Sign 39 Road Markers/Road Stud with Lens ReflectorProviding 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. 40 Metal Beam Crash Barrier Type - A, W : Metal Beam Crash Barrier Beam Crash barrier comprising of following three factory made unites-viz. 1) W Beam 2) Spacer Block 3) Vertical Post. The W beam 3mm thick cold roll formed guard rail raw material Conforming to IS-5986-2011 with minimum Grade 255 & with minimum yield stress of 255 Mpa which is fixed by bolted connection to spacer block C-channel of size 150mm* 75mm & 5mm thick, 33cm height spaced 2meter centre to centre, fixed to Vertical Post C-channel of size 150mm*75mm&5mm thick cold roll formed section made from HR coils raw material conforming to IS-5986-2011 with minimum Grade 255 & with minimum yield stress of 255MPa, with 70cms free height above road or Ground level, and embedded to 110cms deep in cement concrete block of size 35cm*35*115cm or as directed by Engineer Incharge, assembled & fixed as per drawings of MORTH&H Circular No.RW/NH/33022/1/94-DO/III, dated 24/6/1994 & construction operation as per 811 or revevant MORT&H specifications for Roads & Bridge Works (latest edition). All fittings (bolts, nuts, fasteners, washers etc.) shall be conforming to IS:1367 & IS:1364 & galvanished by hot dip zinc coated process @0.55kg/m2 conforming to relevent IS specifications all etc. complete 41 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 @ 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. 42 Overhead Signs (Providing and erecting overhead signs with a corrosion resistant aluminium alloy sheet as per IRC :67 2012 made of high intensity Grade sheeting using ASTM sheeting C type XI micro prismatic retro reflective material with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans)A 10 years warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor. 43 Truss and Vertical Support 44 Aluminium alloy plate for over head sign 45 CROSS DRAINAGE STRUCTURES. R.C.C. Slab Culvert(1m Span- 7 Nos, 2m Span -3 Nos. , Two span 3.0m span RCC Small Bridge - 4 Nos.) 46 Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 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 suitable material. 47 Sand Filling in Foundation Trenches as per drawing and technical specification Clause 1108. 48 Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 49 Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203Qty. below GL. 50 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. ( M15 (PCC 1:2.5:5)Qty. above GL. 51 Plain/Reinforced cement concrete(M-20) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 52 RCC M25 in Deck Slab :-- Providing and laying reinforced cement concrete in superstructure (Deck slab M25) as per drawing and technical specifications Clauses 800,1205.4, 1205.5 53 Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications 54 Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight 55 Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing 56 Drainage spouts complete as per drawing and technical specifications Clause 1209. 57 Rubble packing with hard laterite stone under floors including watering, ramming & consolidating etc. complete 58 Dismantling of Cross Drainage Works. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work,bsteel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceablematerial with all lifts and lead of 1000 m as per Technical Specification Clause 202. 59 B) Cement Concrete 60 C) Reinforced Cement Concrete 61 Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. 62 Add 1% Labour Cess on total constructions cost
Contract Date: Jun 30, 2026 Contract Value : ₹ 6.91 Crore
Government Departments No of Bidders 2
Goa View Result →
43.
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
Kerala View Result →
44.
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 →
45.
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 →
46.
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 →
47.
Educational and Research Institute #10266609 Price Bid
Tender For Construction Of Laundromat Building At Iit Kanpur.; 1 Component 2 EARTH WORK 3 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. 4 All kinds of soil 5 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 6 All kinds of soil. 7 Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m: 8 All kinds of soil 9 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia 10 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 lif. 11 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. 12 All kinds of soil 13 Clearing jungleincludinguprootingof 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. 14 CEMENT CONCRETE (CAST IN SITU) 15 Providingandlayinginpositioncementconcreteof specified grade excluding the cost of centering and shuttering - All work up to plinth level : 16 1:2:4 (1cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) 17 1:3:6 (1Cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) 18 1:4:8 (1Cement : 4 coarse sand (zone-Ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources) 19 Centering and shuttering including strutting, propping etc. and removal of form work for: 20 Makingplinthprotection 50mmthickofcementconcrete 1:3:6 (1cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. 21 REINFORCED CEMENT CONCRETE 22 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree 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). 23 Centering and shuttering including strutting, propping etc. and removal of form for 24 Foundations,footings,basesof columns,etc.formass concrete 25 Suspended floors,roofs,landings,balconies and access platform 26 Shelves (Cast in situ) 27 Lintels,beams,plinthbeams,girders,bressumersand cantilevers 28 Columns, Pillars, Piers, Abutments, Posts and Struts 29 Stairs, (excluding landings) except spiral-staircases 30 Edges of slabs and breaks in floors and walls 31 Under 20 cm wide 32 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 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured). 33 Suspended floors,roofs,landings,beams andbalconies (Plan area to be measured) 34 Steelreinforcement forR.C.C.workincludingstraightening,cutting, bending, placing in position and binding all complete upto plinth level. 35 Thermo-Mechanically Treatedbars of gradeFe-500D or more. 36 Steelreinforcement forR.C.C.workincludingstraightening,cutting, bending, placing in position and binding all complete above plinth level. 37 Thermo-Mechanically Treatedbars of gradeFe-500D or more. 38 Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. 39 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforcedcement concrete work;usingcoarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /PortlandSlag cement,admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete,toimprovedurabilityandworkabilitywithoutimpairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.:Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 40 All works upto plinth level 41 Concrete of M25 grade with minimum cement content of 330 kg /cum 42 All works above plinth level upto floor V level 43 Concrete of M25 grade with minimum cement content of 330 kg /cum 44 Add for using extra cement in the items of design mix over and above the specified cement content therein. 45 MASONRY WORK 46 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 47 Cement mortar 1:6(1 cement :6 coarse sand) 48 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 : 49 Cement mortar 1:6(1 cement : 6 coarse sand) 50 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in : 51 cement mortar 1:4(1 cement :4 coarse sand) 52 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. 53 Cement mortar 1:4(1 cement :4 coarse sand) 54 BrickworkwithcommonburntclayselectedF.P.S. (nonmodular) 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) 55 From ground level upto plinth level 56 Above plinth level upto floor V level 57 Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 including grouting with cement mortar 1:4 (1 cement : 4 fine sand). 58 CLADDING WORK 59 Providingandfixing 18mmthickgangsawcut,mirrorpolished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters,window sills,facias andsimilar 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. 60 Granite stone slab of all colour and texture except black, Cherry/Ruby red 61 Area of slab over 0.50 sqm 62 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. 63 Marble work 64 Granite work 65 Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases. 66 Providing and fixing 1st 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. 67 WOOD AND P. V. C. WORK 68 Providing and fixing ISI marked flush door shutters conforming to IS : 2202(PartI)non-decorative type,core of blockboardconstruction 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: 69 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 70 Providing and fixing nickel plated M.S. pipe curtain rods with nickel plated brackets : 71 20 mm dia (heavy type) 72 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. 73 Fixed to steel windows by welding 74 Providingand fixingaluminiumdie cast body tubular typeuniversal 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. 75 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 : 76 300x16 mm 77 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 : 78 300x10 mm 79 250x10 mm 80 200x10 mm 81 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 : 82 125 mm 83 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. 84 Twin rubber stopper 85 Providing and fixing factory made uPVC door frame made of uPVC extrudedsectionshavinganoveralldimensionasbelow(tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), 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 frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1 mm (± 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 86 Extruded section profile size 42x50 mm 87 Providing and fixing to existing door frames. 88 25 mm thick PVC flush door shutters made out of a one piece Multi chamber extruded PVC section of the size of 762 mm X 25 mm or less as per requirement with an average wall thickness of 1 mm (± 0.3 mm). PVC foam end cap of size 23x10 mm are provided on both vertical edges to ensure the overall thickness of 25 mm. M.S. tube having dimensions 19 mm x 19 mm and 1.0 mm (± 0.1 mm) is inserted along the hinge side of the door. Core of the door shutter should be filled with High Density Polyurethane foam. The Top & Bottom edges of the shutter are covered with an end-cap of the size 25 mm X 11 mm. Door shutter shall be reinforced with special polymeric reinforcements as per manufacturers specification and direction of Engineer-in-charge to take up necessaryhardware andfixtures.Stickersindicating the locations of hardware will be pasted at appropriate places 89 Providingand fixingbright /matt finishedStainless Steelhandles of approved quality & make with necessary screws etc all complete. 90 125 mm 91 Providing and fixing stainless steel fancy handle of approved make fixed with SS screws etc. complete as per direction of Engineer-in-charge. 92 200 mm 93 STEEL WORK 94 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. 95 Providing and fixing 1mm thick M.S. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and 1- iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer 96 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). 97 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C.1:3:6 (1Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 98 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. 99 Ingratings,frames,guardbar,ladder,railings,brackets, gates and similar works 100 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. 101 G.I. pipes 102 Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete. 103 Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides 104 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with: 105 4.0 mm thick glass panes 106 FLOORING 107 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: 108 1:6 (1cement :6 coarse sand) 109 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) : 110 25 mm thick 111 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. 112 Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. 113 Extra for Kota stone/ sand stone in treads of steps and risers using single length above normal size up to 2.00 metre. 114 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. 115 ROOFING 116 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 117 FINISHING 118 12 mm cement plaster of mix: 119 1:6 (1 cement: 6 coarse sand) 120 15 mm cement plaster on rough side of single or half brick wall of mix: 121 1:6(1 cement: 6 coarse sand) 122 6 mm cement plaster of mix: 123 1:3(1 cement :3 fine sand) 124 Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand): 125 Flush / Ruled/ Struck or weathered pointing 126 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: 127 New work(twoormorecoats)over andincludingwater thinnable priming coat with cement primer having VOC content less than 50 gram/litre 128 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: 129 New work (Two or more coats applied @ 1.43 Itr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) 130 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : 131 Two or more coats on new work 132 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. 133 Dismantling and Demolishing 134 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. 135 Demolishingbrickworkmanually/bymechanicalmeansincluding stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. 136 In cement mortar 137 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. 138 ROAD WORK 139 Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer- in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately. 140 Cement concrete prepared with batch mixing machine 141 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer- in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). 142 Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed 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. 143 80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern. 144 SANITARY INSTALLATIONS 145 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: 146 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests 147 Providing and fixing CP Brass 32 mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. 148 Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings : 149 Flat back wash basin of size 450x300 mm 150 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. 151 Flexible pipe 152 32 mm dia 153 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. 154 Providing and fixing soil, waste and vent pipes : 155 100 mm dia 156 Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 157 Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. : 158 For 100 mm dia pipe 159 Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 160 100 mm dia 161 Sand cast iron S&S as per IS - 3989 162 75 mm dia 163 Sand cast iron S&S as per IS- 3989 164 Providing and fixing plain bend of required degree. 165 100 mm dia 166 Sand cast iron S&S as per IS : 3989 167 Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 168 100x100x100 mm 169 Sand cast iron S&S as per IS - 3989 170 Providing and fixing single equal plain junction of required degree : 171 100x100x100 mm 172 Sand cast iron S&S as per IS - 3989 173 Providing and fixing terminal guard : 174 100 mm 175 Sand cast iron S&S as per IS - 3989 176 Providing and fixing collar : 177 100 mm 178 Sand cast iron S&S as per IS - 3989 179 75 mm 180 Sand cast iron S&S as per IS - 3989 181 Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter : 182 100 mm 183 75 mm 184 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 : 185 100 mm inlet and 100 mm outlet 186 Sand cast iron S&S as per IS: 3989 187 WATER SUPPLY 188 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc.Internal work - Exposed on wall 189 15 mm dia nominal bore 190 20 mm dia nominal bore 191 25 mm dia nominal bore 192 32 mm dia nominal bore 193 40 mm dia nominal bore 194 Providing and fixing G.I. Pipes complete with G.I. 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 : 195 15 mm dia nominal bore 196 20 mm dia nominal bore 197 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.External work 198 32 mm dia nominal bore 199 40 mm dia nominal bore 200 50 mm dia nominal bore 201 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 : 202 25 to 40 mm nominal bore 203 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 204 25 mm nominal bore 205 20 mm nominal bore 206 32 mm nominal bore. 207 40 mm nominal bore 208 50 mm nominal bore 209 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 210 25 mm nominal bore 211 Providing and fixing uplasticised PVC connection pipe with brass unions : 212 45 cm length 213 15 mm nominal bore 214 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 100x100 x75 mm (inside) with hinged cover fixed in reinforced cement concrete slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), including 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 : 215 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 216 Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work : 217 32 mm diameter pipe 218 40 mm diameter pipe 219 50 mm diameter pipe 220 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work): 221 15 mm nominal bore 222 20 mm nominal bore 223 25 mm nominal bore 224 32 mm nominal bore 225 40 mm nominal bore 226 50 mm nominal bore 227 Providing and placing on terrace (at all floor levels) polyethylene water storagetank,IS : 12701marked,withcoverandsuitablelocking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 228 Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. 229 15 mm nominal bore 230 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 231 15 mm nominal bore 232 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 233 15 mm nominal bore 234 Providing and fixing C.P. Brass extension nipple (size 15 mm x 50 mm) of approved make and quality as per direction of Engineer-in-charge. 235 Providing and fixing PTMT grating of approved quality and colour. 236 Circular type 237 125 mm nominal dia with 25 mm waste hole 238 Cutting holes up to 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 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. 239 Making chases up to 7.5x7.5 cm in walls including making good and finishing with matching surface after housing G.I. pipe etc. 240 DRAINAGE 241 Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 242 100 mm diameter 243 150 mm diameter 244 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 245 100 mm diameter S.W. pipe 246 150 mm diameter S.W. pipe 247 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x 300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: 248 150 x 100 mm size P type 249 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 250 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 : 251 150 mm dia. R.C.C. pipe 252 250 mm dia. R.C.C. pipe 253 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : 254 Inside size 90x80 cm and 45 cm deep including C.I. coverwithframe(lightduty) 455x610mminternal 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) : 255 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 256 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) : 257 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 258 Extra for depth for manholes : 259 Size 90x80 cm 260 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 261 Size 120x90 cm 262 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 263 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 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : 264 For pipes 100 to 250 mm diameter 265 Raisingmanholecoverandframeslabtorequiredlevelincluding dismantling existing slab and making good the damage as required (Raising depth of manhole to be paid separately) : 266 Rectangular manhole 90x80 cm with rectangular cover 600 x 450 mm of grade LD - 2.5 267 Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design : 268 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 269 Extra for depth beyond 45 cm of brick masonry chamber : 270 For 455x610 mm size 271 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 272 WATER PROOFING 273 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by 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 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 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. “All above operations to be done in order and as directed and specified by the Engineer-in-Charge”: 274 With average thickness of 120 mm and minimum thickness at khurra as 65 mm. 275 Grading roof for water proofing treatment with 276 Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 277 MINOR CIVIL MAINTENANCE ITEM 278 Providing and laying cementconcrete of specified grade i/c the cost of centring and shuttering, All work upto plinth level. (1 cement :5 coarse sand : 10 graded brick aggregate 40 mm nominal size). 279 Providing and fixing white vitreous china flat back or half stal urinal of 580 x 380 x 350 with standard size C.P brass flush pipe,spreader with union and clamps and c.p brass push cock 15 mmi/c cutting and making good the walls. (a)Range of single half stal urinal. 280 Providing and fixing C.P coat pin hanger of approved make with necessary srews gully etc. cera make cat no 5015108 281 Providing and fixing C.P. pillar cock 15 mm nominal bore L & K make for wash basin. 282 Providing and fixing c.p. brass Urinal flush valve Auto closing System with Built-in Control cock & wall flange of (Jaguar make) code no PRS-077 15 mm nominal bor. 283 P/F C.P Brass flange for angle valve, bib cock etc. ( Heavy type ) 284 Extra for making steps of stair antiskid by making band of 3 nos. grooves, 3 mm wide along the length of stone by stone cutting machine including grinding and polishing etc. complete ( length of band to measured for payment in running meter). 285 Extra forproviding and fixing Triple layer SINTEX white pvc.water storage tank inplace of 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.Circular tank. 286 Extra for providing and fixing of 8mm to 9mm thick ceramic glazed wall tiles instead of 5mm thick ceramic glazed wall tiles. 287 Providing and fixing C.P.waste 32 mm dia for wash basin/Sink. 288 Providing and laying vitrified floor tiles in different sizes 12 mm thickness ( DURATECH As per approved sample )with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colors 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. Size of Tile 600x600 mm.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 7
Uttar Pradesh View Result →
48.
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
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49.
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
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50.
Housing Urban and Rular Development #10235078 Price Bid
Tender For New Construction Of Cheriyan Nagar Library Chennai; 1 DISMANTALING WORKS 2 Dismantling etc., all complete 3 Brick / Stone Masonry in lime mortar walls 4 Dismantling RCC by manual / by using deploying machineries 5 Doors and Windows including removal of frames, hinges and fastenings 6 CIVIL WORK 7 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 bouldersand 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 SS.20B 10 cum 8 Carting away surplus excavated earth available with in the campus is to be carted to a lead of within 40 KM from site. The rate shall include loading into the tipper/ lorry transporting and unloading, leveling and the earth scooped by bulldozers grading etc.,complete with all respects complying with relevant standard specification, as directed by the Departmental Officers. Rate to include materials, loading, unloading, transportation, plant and machinery, hire and fuel charges for tools and plants and other incidental charges, royalties, seignorage and taking statutory approvals as necessary to carry out the work as complete with all respects complying with relevant standard specification, as directed by the Engineer-in-charge. 9 Supplying and filling in foundation andbasement with Crushed Stone Sand (M- Sand) in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification. 10 Supplying and filling in foundation, basement, etc with filling Gravel inwellrammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. 11 Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and eight part of 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 charges and all incidential charges such as water providing etc., complete as per standard specification 12 Providing pre-constructional Antitermite treatment including cost of chemicals labour as per standard specifications for preparing the area for treatment by spraying chemicals and other incidental charges etc.. complete. The rates should be for antitermite treatment from the plinth beam and brick masonry with super structure in contact with the back fill earth and at the junction of the walls.The top surface of filled earth for flooring and the soil along with the perimeter of the building by making holes with the crow bar and poured 5% termicide “Chloripyrifos” and sprayingthe same termicide solution on the wooden frames and treating the other periphery of buildings etc., complete in all respects as per IS 6313 (part II) / 1981 and as directed by the departmental officers. 13 Supplying and erecting centering for sides and soffits including supports and strutting up to 3.30 m height with all cross bracing for plane surfaces as detailed below, using mild steel sheets of 90 X 60 cm 10 gauge stiffened with MS angle of 25 X 25 X 3mm for boarding, laid over adjustable span & jacks and supported by 50mm dia pipes for general pipes scaffolding systems @ a spacing of 1.20m c/c and vertical connected at a height of 2.0m c/c including C & U clamps and base receiver cup at bottom for connecting pipes etc and removable systems etc.,Rate to include all materials, labour charges, wastages ,placing, transportation, lead & lifts, tools & plants, fuels, fixing in position at all levels, heights, masking tape in sheet joints, consumables, etc. as complete with all respects complying with relevant standard specification, as directed by theClient / Engineer-in-charge. 14 For Column footing, plinth / grade beam, bed blocks, template surfaces, steps, piers, raft slab / beams and such other members 15 for plane surfaces such as rectangular or square rcc columns, sunshades, topand bottom slab of rcc boxing, etc. 16 Plane surfaces such as RCC floor slab, roof slab, beams, lintels, bed blocks, landing slab, waist slab, portico slab / beams and such other members 17 Providing and Laying M 30 Design Mix for all reinforced cement concrete with minimum cement content conform to IS 456-2000 using ordinary Portland cement of grade 53 from approved manufacturer, manufactured sand, 20 mm and down graded size coarse aggregates, necessary approved admixtures as per requirement. works for Raft, Grade beam, Shear wall, RCC walls, Lift walls, Plinth beams, Column, footings, Grade slab, Roof slab & beam, Curved slab, beam, Column drops, Pergola, Staircase waist and landing slab lintel, Sunshades, parapet Cum drops, Steps, canopy, window boxing slab, Loft, fins facia Planter box binders basement retaining wall, machine foundation, elevation features and other similar structures etc..excluding necessary centering, shuttering and reinforcement which shall be measured and paid separately under relevant items. 18 For FoundationandBasement 19 For Ground Floor 20 For First Floor 21 For Second Floor 22 Supplying, fabricating and fixing in position of steelFe 550 grade Reinforcement for all RCC work with Thermo Mechanically Treated Bars (TMT) conforming to IS 1786 of latest version according to drawings and binding the reinforcement with 18 gauge double fold GI binding wire and providing Concrete / PVC cover blocks to maintain the cover as required.Rate to include all bending, tying grills, placing, transportation, lead & lifts, tools & plants, fuels, all materials, labour charges, wastages , laying at all levels, fixing in position, cost of cover blocks, etc. as complete with all respects complying with relevant standard specification, as directed by the Engineer-in-charge. 23 Supply and constructing Fly ash Brick (230 x 110 x 75mm) masonry in Cement Mortar 1:5 (One cement and Five M sand) in foundations, basement and superstructure usingFly ash Bricks of size 230x110x75mm etc. Rate to include all materials, labour charges, wastagesfor working at all levels with necessary lead and lifts, transportation charges, loading, unloading, scaffolding, staging, curing, fuel, consumables as complete with all respects complying with relevant standard specification and as directed by theClient / Engineer-in-charge. 24 For Ground Floor 25 For First Floor 26 For Second Floor 27 Providing two legged scaffolding using 15 cm dia casuarinas post of 4 M over all length (3 M Height + 0.5 M Projection + 0.5 M into the Ground) the distance between the two rows being 1.25 M and the spacing of posts being 2.0 M in both the rows with two horizontal posts with 0.5 M. Overlap on either side and braces at 2.0 M Center to center including longitudinal and transverse middle braces to step up and providing a platform with country wood planks of 40 mm thick and 1 M width, etc. in a complete from using coil and nails. 28 Upto 3 M Height 29 3 m to 5.5 m Height 30 5.5 m to 7.5 m Height 31 7.5 m to 10 m Height 32 10 m to 12.5 m Height 33 Plastering 10 mm thick for ceiling including slabs, beams and column drops and staircase waist slab, sunshade, drops, chajjas etc..with Cement Mortar 1:3 (1 of cement : 3 of P sand) according to the specification. The rate including cost of all materials, labour charges, wastages, necessary lead and lifts, working at all levels, transportaion charges, loading, unloading, preparation of surface, ncessary haccking in RCC surface, scaffolding, stagging, providing drip bands, moulds to any size and shape as shown in drawings tools and plants, fuel, curing,cleaning, consumables etc as complete with all respects complying with relevant standard specification and as directed by the Engineer-in-charge. 34 Plastering 15 mm thick for external surfaces with Cement Mortar 1:5 (1 of cement : 5 of P sand) with water proofing compound of “CICO No.1 or equivalent“ as per Manufacturers Specification with sponge finish (washed sand finish) all complete as per specification and as directed. The rate includingcost of all materials, labour charges, wastages, necessary lead and lifts, working at all levels, transportaion charges, loading, unloading, preparation of surface, ncessary haccking in RCC surface, scaffolding, stagging, providing drip bands, moulds, grooves to any size and shape as shown in drawings tools and plants, fuel, curing,cleaning, consumables etc as complete with all respects complying with relevant standard specification and as directed by the Engineer-in-charge. 35 Plastering of 12 mm thick for Internal walls with cement mortar 1:5 (1 of cement : 5 of fine river sand)according to specifications. Rate shall include for providing GI chicken mesh of nominal thickness at the junctions of masonry and concrete works to a width of 100 to 125mm including tying in position with suitable clamps/screws. Rate including all materials, labour charges, wastages with necessary lead and lifts, working at all levels, transportation charges, loading, unloading, preparation of surface, necessary hacking in RCC surface, scaffolding, stagging, tools and plants, fuel, curing,cleaning, consumables etc as complete with all respects complying with relevant standard specification and as directed by the Engineer-in-charge. 36 Painting the new plastered walls with two coats for Interior Plastic Emulsion paint approved quality and colour over a priming coat, with two coats of wall putty including thorough scrapping, clean removal of dirt, etc complete and including necessary plaster of paris, putty, wherever required etc, complete as per standard specification. 37 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. 38 UPVC Window Specification:Supplying and fixing UPVC (Un-Plasticized Polyvinyl Chloride) Windows of casement type (open) from the profile the size of outer frame 60mm x 58mm and shutter profile are reinforcement with GI/1mm 125GSM and 100% corrosion free, the profiles are multi chambered sections with wall thick of 2mm. The EPDM rubber (black colour) covered with over all the edges of frame and shutter the shutter will be provided with Espag multi power point locks and also it operates as handle. The corners and joints should be welded and cleaned. Radiations free pin headed plain or brown colour glass 4mm thick should be provided to the shutter and it should not allow leakage of water even at most ranging storms and should have key lockable action, security protective hinges, strong locking systems and as per size for arresting noise and energy loss. The connecting mechanism between sash and outer frame that enables opening of the window. The window should be fixed to the wall with 100% packing with screws and silicon packing all round the frames. The window should be got approved from the Executive Engineer before use on work 39 UPVC VentilatorSpecification: Supplying and fixing UPVC (Un-Plasticized Polyvinyl Chloride) Louvered Ventilators of from the profilethe size of outer frame 60mm x 58mm and shutter profile size of 60 x 78mm both profiles arereinforcedwith GI/1mm 125GSM and 100% corrosion free, the profile are multi chamberedsections with wall thick of2mm.The EPDM rubber (black colour) covered with all over the edges of frame and shutter.The corners and joints should be welded and cleaned.Radiations pin headed glass 4mm thick should be provided in the louvers.The window should be fixed to the wall with 100% packing with screws and silicon packing all round the frames.The ventilator should be got approved from the Executive Engineer before use on work 40 Supply and fixing of M.S Grills with Doors and Windows with one coat of Red oxide with Primer including all costs such as welding,grinding and fabrication charges, cost and conveyance of all materials to site etc,complete as per standard specification. 41 Painting the new Iron work with two coats of Ready Mixed Enamel Paint of aproved quality and colour over the existing priming coatincluding the cost all materials etc.,complete, in all floors and as directed by the Departmntal Officers. 42 Providing and fixing Vertical blinds , quality of approved make fabric made of 100% polyester woven fabric thickness 0.40mm with virtually maintenance free having plastic bottom chain thickness of chain-0.50mm and diameter-3mm, Plastic with metal bottom and suitable coating on exterior, including all fixtures and fittings complete in all respect as per design/color/shade including requisite installation brackets etc as required for installation at site with anchoring arrangements complete. 43 Supply and laying with best quality the following materials of Ruby Red, Raw Silk Granite Slabs (Super Fine Polished with Machine Cut Edges) of sizes 4’x2’ and above 18mm to 20mm thick Thick including cuttingand edge polishing to be set in CM 1:3 (1 of cement : 3 of manufactured sand) 20 mm thick including finishing the joints with white cement slurry, cutting, edge chamfering to approved shape and polishing rough, medium, nice and tin-oxide polish.Rate including all materials, labour charges, wastages, necessary lead and lifts, working at all levels, transportaion charges, loading, unloading, preparation of surface, ncessary haccking in RCC surface, cutting to required shape, edging, tools and plants, fuel, curing,cleaning, acid wash over finished surface, protection with Gypsum / Poplayeroverplastic sheet and removing the same before handing over as complete with all respects complying with relevant standard specification and as directed by the Engineer-in-charge. 44 Supply and laying with best quality the following materials of Sinthetic Grey, Paradise and similar varieties Granite Slabs Granite Tiles - (Superfine Polished with Machine Cut Edges) of size 2’0” x 1’0” and above 10mm Thick including cuttingand edge polishing to be set in CM 1:3 (1 of cement : 3 of manufactured sand) 20 mm thick including finishing the joints with white cement slurry, cutting, edge chamfering to approved shape and polishing rough, medium, nice and tin-oxide polish.Rate including all materials, labour charges, wastages, necessary lead and lifts, working at all levels, transportaion charges, loading, unloading, preparation of surface, ncessary haccking in RCC surface, cutting to required shape, edging, tools and plants, fuel, curing,cleaning, acid wash over finished surface, protection with Gypsum / Poplayeroverplastic sheet and removing the same before handing over as complete with all respects complying with relevant standard specification and as directed by the Engineer-in-charge. 45 Nosing for Granite Slab-Single Nosing 46 Grooving the Granite Slab 47 Paving the floor with Double charged Vitrified tiles of approved quality and colour of size 600x600x8mm thick of approved make, quality and colour in all floors over a base layer of cement mortar 1:3 (One part of Cement and Three part of Plastering Sand (P- Sand)), 20mm thick and laid straight alignment and pointed neatly with colour cement at the rate of 0.40kg/m2 laid without any air gap in the tiles neatly and fixing in position as per standard specifications and as directed by the departmental officer.The colour & quality of tiles should be got approved by Executive Engineer before use on work 48 Paving the floor with design Antiskirt Ceramic tiles (colour and shade as directed) of size 305 mm x 305 mm x 6 mm in all floors over a base layer of cement mortar 1:3 (One part of Cement and Three part of Plastering Sand (P- Sand)), 20mm thick laid in-situ and pointed with same coloured cement. 49 Supplying and fixing Dadooing the wall with ceramic tiles of approved quality, colour and design joint free of size 600x300x10mm thick of approved make, in all floors over a base layer of cement mortar 1:2 (one cement: Two sand) 10mm thick and laid straight alignment and pointed neatly with colour cement at the rate of 0.40 kg/m2 laid without any air gap in the tiles neatly and fixing in position as per standard specifications. The rate including cost of all materials, labour charges, wastages, necessary lead and lifts, working at all levels, transportaion charges, loading, unloading,the same before handing over as complete with all respects complying with relevant standard specification and as directed by the Engineer-in-charge. 50 Supplying and filling the sunken slab area by BRICK-BATCOBA by adding CICO NO:1 of approved equivalent admixture including applying two coats not less than 2 mm thick of TAPECRETE- Acrylic Polymer Based Naterproof Coating, over the final coat of cement plaster 12 mm thick with cement sand mortar 1:3 mixed with water proofing compound like CICO No.1 at the rate specified in the manufacturers specification after entire completion of laying pipes, sanitary fittings etc Rate including all mater aaod and lifts, working materials, labour charges wastages with necessary lead and at all levels, protecting the laid pipes and sanitary fittings, finishing the surface smooth to receive the top coat of water proofing application etc. as complete with all respects complying with relevant standard specificatior and as directed by the Client/ Engineer-in Charge 51 Including applying two coats not less than 2 nm thick of TAPECRETE- Acrylic Polymer Based Waterproof Coating, over the plastered surface as including final coat of cement plaster 12 mm thick with cement sand mortar 1:3 mixed with approved water proofing compound like CICO No. 1 or approved equivalent conforming to IS 2645 at the rate specified by the manufacturer over coated surfacepreparation of surface, finishing, curing etc. all complete at all levels as per manufacturers specifications and as directed. 52 Waterproofing: Providing and Applying CFTRI approvedtwo component flexible polymer modified acryliccementitious waterproofing coating with a mix ratio of(5 Liquid :7 Powder) to the RCC surface of the UGT/OHT tankapplied @ 2.2kg/m2 in 2 coats to achieve1.2mm DFT, having Elongation at break >120% asper ASTM D 412, Tensile strength >1N/ mm2 as per ASTM D 412, Adhesion strength: 0.80N/mm2 as per ASTM D 4541, crack bridging upto 2mm as per ASTM C 836. The finished cost to include surface preparation, making coving of 50 mm X 50mm at all right anglesof wall Junction with Polymer Repair Mortar and lay 45 gsm glass fibre mesh over the angle fillet when the first coat in still wet, treatment of cracks completelyas per specification. Followed by applying 15 mm thick dimensionally stable fibrous reinforced cementitious structural grade dual shrinkage Polymer Mortar on as protective plastering @ 29kg/m2. The material having Compressive strength of 38 MPa at 28 days as per EN 12190, Adhesive Bond Test, >1.5 Mpa as per EN1542, followed by Water curing by sprinkling water for 3 times a day for 5- 7 days. Followed by applyingtwo component, water-based food grade epoxy resin coating on inside surface of Potable water tank having anti algae, antifungal, Non-toxic, hygiene cum damp-proof coating Certified by CFTRI as per 21 CFR 175 – 300 of US – FDA, having mixing Ratio (Base: Hardener: Water) – 1:1:1 to be applied @ 0.35 Kg/m2 in 2 coats. Ensure that this coating is applied over the protective plaster. The Waterproofing material shall have Specific Gravity: 1.2, Water vapor permeance: 244.48 g/m2/24 hrs, as per IS 7809/Pt 2/1977, Adhesion strength: 2 N/mm2 as per ASTM D 4541: 02. The finished cost to include surface preparation completely as per specification 53 Finishing the top of roof with one course of Solar Reflective ceramic tiles of size 305 mm x 305 mm x 7 mm of approved quality in Cement Mortar 1:3 (One part of Cement and Three part of Plastering Sand (P- Sand)), 12 mm thick mixed with water proofing compound conforming to ISS at 2% by weight of cement used and the joints pointed neatly to full depth of tiles with the same cement mortar mixed with red oxide and water proofing compound including curing etc., complete 54 Supplying And Fixing Rubber Moulded Interlocking Paver Blocks Against Available Edge Restraints 83 mm Thick of Approved Design And Pattern of Strength 40 N/Sq.m. 10 mm Iss Metal With Minimum Cement Content As Applicable To M 40 Grade Concrete As Per Is-456-2000 Manufactures By Mechanical Or Hydraulic Machine Using Vibro- Compaction Process And Laid Over 50 mm Thick Laying Course (Bedding) Crushed Stone Sand (M Sand) Well Compacted By Plate Compactor With A Joint Width of 2 mm To 5 mm Including Filling of All Joints With Crushed Stone Sand (M Sand) And Compacting The Paved Surface With Plate Compactor Two Or Three Times Until All The Unit-To- Unit Joints Are Completely Filled With Crushed Stone Sand (M Sand) And Trimming The Edges Neatly Including All Labour Charges And Plate Compactor Charges Etc. Complete(Cost Inclusive of Crushed Stone Sand (M Sand)) 55 Supplying and fabricating of MS structural steel supports for various applications using channels, MS angle iron, bolts, nuts, anchor bolts etc., required for the work, cut to the size, bent to shape, welding, grouting etc., complete. Supports shall be powder coated with required colour for different system as mentioned above. 56 Providing Teak wood wrought and put up for frames of doors, windows and ventilators and any other similar joinery works including cost of country wood scantlings and labour charges for manufacturing the frames and fixing hold fasts and fixing in position etc. for all lengths as per architect designs. 57 Best Indian Teak Wood Panelled door in double shutters with frames 100x75mm at side,verticals and top. The shutters shall beof 40mm thick with moulded panels in 20mm thick planks,6Nos.of iron hold fasts fixed in c.c.1:2:4 6Nos.of butt hinges 125mm long including wind appliances, furniture,iron fittings,1No.of iron padlock 15cm long for locking arrangements and fixing inposition,etc.,complete.(ISI STD) 58 Varnishing the new wood work one coat with best shellac and with fine best varnish of approved quality varnish of teak wood natural finish including preparation of surfaces with sand papering in patty priming etc., complete complying with standard specification and as directed by the Departmental officers. 59 Solid PVC Door Shutters using 19 Gauge 19mm MS square tubes for styles and outer frames. 15mm MS square tubes for top, lock and bottom rails. The steel tubes shall be covered with 5mm thick solid PVC Sheets. Shutter using 5mm thick solid PVC Sheets for panelling shall rigidly fixed in position including necessary furniture and fittings. The over all size of styles shall be 50mm x 30mm. The over all size of top rail, lock rail and bottom rail shall be 75mm x 30mm. The over all size of frames shall be 50mm x 45mm with suitable rabate for housing the shutter 60 Best Indian Teak Wood panelled door shutter for single leaf door. The shutter shall be 40mm thick with moulded panels in 20mm thick planks inclusive of 3 Nos.butt hinges 125mm long,furniture iron fittings,1No.of jappened hooks and eyes 200mm long and 6mm thick and iron pad lock 15cm long including fixing inposition,etc.,complete 61 FALSE CEILING WITH GYPSUM PLAIN TILES Providing and fixing true horizontal level false ceiling using SAINT -GOBAINGYPROC or Equivalent make with 24 mm Grid system using hot dipped galvanised Steel Section, exposed surface chemically cleaned caping prefinished in backed polyestar paint wall angle of size 24mmX24mm used in the periphery of the ceiling fixed to the wall partition R.C. Column bandwalls with the help of screws Column bandwalls with the help of screws at 600mmc/c. Main runner of size 32X24mm suspended at1200mm c/cmax by using securely fixed to the structural soffit of R.C.C. slab by using 6mm Nylon Rawl plug at every 1200mm (Max) and 1200mm long Cross Tee of size 24X24mm to interlocked between Mainrunner at 600mm c/c (max) to form a grid of 1200mmX600mm. 600mm long Cross Tee of size 24X24mm is inserted to form a grid of 600mmX600mm and finally tiles laying 62 Art work as per the direction of department official, over Oil Painting with first class quality and approved colour including a priming coat with thorough scrapping clean removal of dirt., etc., complete and including necessary plaster of paris, putty, etc., wherever required (Relevent ISI STD), including putty works. 63 Supplying and Fixing of English Stainless Steel Letters of 25cm (10”)size and approved colour. The colour treatment process is achieved with MRF colour coat and then the processed coloured layer is set into the kiln for the heat treatment process for the following sizes 64 Supplying and Fixing of Tamil Stainless Steel Letters of 25cm (10”)size and approved colour. The colour treatment process is achieved with MRF colour coat and then the processed coloured layer is set into the kiln for the heat treatment process for the following sizes 65 upplying and Fixing ofEmblem (15”) Stainless Steel size and approved colour. The colour treatment process is achieved with MRF colour coat and then the processed coloured layer is set into the kiln for the heat treatment process for the following sizes 66 Supply and fixing of Pre-fabricated Structural Steel, coated galvalume ROOFING SHEET of 0.5mm thickness with SMP coating with colour bond XRW coating, having minimum of 550 Mpa yield strength, Coating 150 GSM as per ASTM 792 or equivalent standard. The structural roofing Panel shall have 1020 mm effective width, nominal 30 mm crest height at nominal 250 mm centre to centre pitch with the embossment (share grove) on top & side of ribs for better composite action including Flashing for joints, and all incidental charges. 67 Supplying and erecting in position LIGHT DUTYSTEEL TRUSSES as per the drawing.The materials and design of the trusses should confirm to the relevant Indian Standard specification.The trusses shall be procured only from reputed manufactures oftrusses with prior approval of the Buildings Engineer and a certificate to the effect from the reputed manufacturers shall also be furnished with design.The rate quoted shall include the cost oftrusses.Base-plate with holding down bolts and nuts to RCC or Masonry works, roof purlins, rafters, purlin sleeves, the members fixing accessories etc., painting one coat of red-oxide paint and erecting in position etc., complete as directed during execution. The contractor shall also arrange to provide grouting for holding down bolts embeding the end purlins, to the gable wall wherever necessary etc.,The roof sheeting shall project 0.762m from the eves purlins. 68 Providing Wall Panelling using one side teak wood sheet with melamine polishing with following specification. The frame using aluminium tubular section of size 50mm x 25mm x 2mm thick fixing horizontally and vertically in position with wall at interval of 0.60m in both diretions, fixing water proof plywood of 12mm thick over the aluminium frame work with necessary screws. One side teak wood sheet of 3.5mm thick will be fixed over the plywood using fevical and finishing with melamine polishing and the rate inclusive of conveyance to site and labour charges and as directed by the Departmental Officers. The design pattern, water proof plywood, OST sheet and other materials to be used shall be got approved by the Executive Engineer concerned before use on work etc., complete. 69 Providing, supplying, and fixing factory-manufactured pre-fabricated insulated roofing panels made of PUF (Polyurethane Foam) sandwiched between two metal skins, comprising pre-painted galvanized iron (PPGI) sheets of 0.5 mm thickness on both sides with 40 mm to 50 mm thick CFC-free polyurethane foam core of minimum density 40 kg/m³, having tongue and groove jointing with cam-locking arrangement for weather-tight sealing. Panels shall have minimum overall R-value of 6.5 and thermal conductivity not more than 0.022 W/m·K. Roofing to be supported over structural purlins/trusses using self-drilling screws with EPDM washers, sealants, fasteners, ridge covers, and flashing, complete. Rate includes supply, transport, hoisting, cutting to size, edge finishing, foam taping at joints, sealing, labour, tools, scaffolding, and all incidentals for a fully finished, insulated, and weatherproof roofing system as per manufacturer’s specification and as directed by the Engineer-in-Charge. 70 Brick Wall Cladding Nuvocotto Edge Cut Wall Tiles Natural Red finish in size 230mm x 76mm x 15mm 71 Brick JalliNuvocotto Camp Jallie Natural Red finish in size 200mm x 200mm x 60mm 72 Supply and fixing of stored pressure ABC (Mono Ammonium Phospate) Powder Type Fire Extinguisher of 6 kg. capacity as per IS:15683 with pressure gauge, discharge hose & control nozzle, wall mounting bracket, safety clip etc., including conveyance, all incidental charges, neccessary scaffolding and re-doing the dismantled portions to its original condition wherever found neccessary etc, complete as per standard specification and as directed by the Departmental Officers. Make: EXCELLENT / SAFETY FIRST / EQUIVALENT 73 Supplying of plastic Potted plants Anthurium size of dia 12 inch including loading and unloading charges, transportation, etc as directed by the site in-charge 74 Supplying of plastic Potted plants Bogainvillea size of dia 12 inch including loading and unloading charges, transportation, etc as directed by the site in-charge 75 Supplying of plastic Potted plants Ficus ponda size of dia 12 inch including loading and unloading charges, transportation, etc as directed by the site in-charge 76 Providing & laying spreading & Compacting graded stone aggeragate of size 45mm to 22.4mm, 22.4mm to 2.36mm & 2.36mm to 75 microns to Wet Mix Macadam (WMM) 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, rate including the cost & conveyence of all materials, labour charges for spreading, watering, rammed & consolidation and other tools & plants employed for the work etc., all complete and as directed by the departmental officers as per MORTH specification 406 IV Revision 77 Supplying and filling with M-Sand well watered rammed, and consolidated complying with relevant standard specifications etc., complete and as directed by the departmental officers. 78 ProvidingandlayingofBlackGraniteCobbleStoneflooringof approvedmake,inallcoloursandshades,laidon20mmthick cementmortar1:4(1cement:4coarsesand),jointingwithgrey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. 79 SupplyingandlayingGrassPaverblock M40grade Providingand layingof 63mm thickhighstrengthtypeconformingIS15658- 2006ofrubberizedinterlockingpaverlockinsizeofminimum compressivestrengthof40N/mm2inuniformshapeofapproved maketobelaidinflurringbonepatternwithsandcushionbelow theuniformshapofapproved nonskittingsurfaceinthetopand therateincludinglevellingthebasepreparationof paversassub base,sandcushion150mmthicklaying outofpavementcutthe piecestofixtheedgevibringthepavers,sweepingtranporting loadingunloadingoflayingpaverblockasperstandard specification,. 80 PLUMBING 81 Supplying and fixing in position White / Colour Glazed Model Floor Mounted European Water Closet of best quality and approved make with 100mm “P” or “S” trap connecting with CI pipe of 100mm dia / PVC pipe of 110mm dia, double flapped rigid PVC black seat and seat cover with CP brass hinges including cost of white cement, cement for packing, spun yarn, teak wood plugs, brass screws, etc., including supplying and fixing 10 litres capacity PVC / 12.5 litres capacity porcelin low level flushing tank with a pair of CI brackets, etc., complete with all fittings, such as, 15mm brass ball valve with polythene float with brass handle, unioncoupling connected by means of 40mm white PVC flush hand using indian adopter joint including all internal fittings, such as, 15mm bras connections, 15mm GM wheel valve, 15mm brass nipple (2 Nos.), 15mm nylon connection, TW plugs, screws and also giving necessary connection to the PVC pipe and painting the CI brackets with 2 coats of approved paint over one coat of red oxide primer, dismantling the masonry and re-doing the dismantled masonry to original condition, etc., complete complying with standard specifications. (The EWC and flushing tank with all accessories should be got approved by the Executive Engineer before use on works) Floor Fitting. 82 Supplying and fixing Stainless Steel Health Faucetwith all the accessories etc, 83 Supply and fixing White without PedastalWash Hand Basin of size 550mm x 400mm with all accessories such as Cast Iron Brackets, 32mm dia CP Waste Coupling, Rubber Plug and Chain, 32mm dia B Class GI Waste Pipe, 15mm dia GM Wheel Valve, 15mm dia Nylon Connection, 15mm dia Brass Nipples,15mm CP Pillar Tap etc (The wash basin should be got approved by Executive Engineer before use on works). 84 Providing and fixing C.P. Angle stop cock of approved quality conformingto IS:8931 :15mm nominal bore 85 Providing and fixing Brass Chromium Plated Towel Rail 60cm long and20mm dia with Brackets etc,. 86 Providing and fixing Brass Chromium Plated Soap Tray of size 150mm x 100mm 87 Providing, fixing and testing of PVC soil, waste and vent pipe confirming to IS 13592 of SWR quality 6 kg / sq.cm pressure rated 10mm, including all fittings, like Bends, Tees, Elbows, Collars, junction, inspection doors, cowls, offsets, access pipes, jointing with rubber ring / solvent cementfollowed by application of leak proof adhesive like FRP paste, fixed to wall with properly fabricated MS bracket of suitable size, GI U clamps with bolts, nuts and GI washers complete, for soil and waste pipe lines. 88 75 DIA 89 110 DIA 90 Providing, fixing and testing of PVC waste pipe of agricultural sereis conforming to IS 4985 including all fittings like tees, elbows, bends, collars, coupling, etc jointing with solvent cement followed by application of leak proof adhesive like FRP paste laid on floors inside the toilets to the required slope including making necessary bores in walls / foundations / concrete slab as applicable, making good the bores with CM 1:3 or cement concrete as applicable, curing etc., complete. 91 40 DIA 92 Providing, fixing and testing of PVC floor- trap 110 dia with necessory of multitrap connection (heavy duty hinged type) with brass CP frame & cover (100 mm x 75 mm). Trap of 100 mm dia inlet and 75 mm dia outlet fixed on a bed of cement concrete etc.complete. (The frame and grating shall be approved by Architects) 93 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water Providing, 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.(Concealed On Wall) 94 20MM DIA 95 25MM DIA 96 Providing and fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end) : 97 25mm dia Cost of gate valve 98 32mm dia Cost of gate valve 99 Providing, installation, testing and commissioning approved make CIY-type Strainer conforming to IS standardwithnecessary companion flanges, neoprene gaskets(10Kg/sq.cm. pressure rating) nuts and bolts including all the accessories to complete the work as per the specifications. 100 32 mm nominal bore 101 Providing, fixing and testing of PVC soil, waste and vent pipe confirming to IS 13592 of SWR quality 6 kg / sq.cm pressure rated 10mm, including all fittings, like Bends, Tees, Elbows, Collars, junction, inspection doors, cowls, offsets, access pipes, jointing with rubber ring / solvent cementfollowed by application of leak proof adhesive like FRP paste, fixed to wall with properly fabricated MS bracket of suitable size, GI U clamps with bolts, nuts and GI washers complete, for soil and waste pipe lines.(Pipes Runningin the Shaft & below ground level) 102 75 DIA 103 110 DIA 104 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water Providing, 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.(Pipes Runningin the Shaft & below ground level) 105 25MM DIA 106 32MM DIA 107 Providinging and fixing in position PVC Vent cowls of following dia of best approved quality conforming to BIS, etc., complete complying with standard specifications.(The PVC cowl should be got approved by the Executive Engineer before use on works). 108 75MM DIA 109 110MM DIA 110 Providing and fixing GI. puddle flanges (IS; 1239) fabricated out of 6 mmthick M.S. plate of size 300 x 300mm plusdia of pipe of 750mm long pipe pieces fixed to RCC wall of water tanks. Including painting with two coats of primer complete as required. The entire fitting shall be hot dipped galvanized.(Rate As per Quotation) 111 32 mm dia 112 40 mm dia 113 50 mm dia 114 65 mm dia 115 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:(Rate As per Quotation) 116 Constructing in site of Inspection chambers comprising burnt brick/solid block masonry walls of 230 mm thk., built in CM 1:4 over M-15 CC bed of thickness 100 mm ,Heavy duty RCC precast cover (SFRC), benching in CC M-15, internalfaces plastered smooth in CM1:4, 15mm thick and outside Rough Plastered with CM 1:6, 15mm thick including necessary earth work excavation returning and refilling and disposing surplus soil as directed by the Engineer in charge. 600x600 mm size internal and depth will 450mm to 1200mm & 900x800 mm size internal and depth will 450mm to 1200mm. (Rate As per Quotation) 117 600x600 118 Making of core cutting in RC slab of maximum 150mm thick of following diameter. 119 a) 150 mm dia 120 b) 125 mm dia 121 Providing and fixing MS slotted angle iron brackets, hangers, MS grip bilts,universal clamps with thereaded rod,supports with necessary drilling holes to suit the insertion of pipe clamps, deburring etc., as per detailed drawing for supporting soil, waste and rain water pipes and water Providing pipes in shafts with suitable MS clamps, bolts, anchor bolts, nuts and washers fixed on shaft walls/outer walls etc., The quoted rate shall include with the cost of brackets galvanizing with zinc alloy of 0.08 mm thick conformed to IS 1239 etc., complete as directed by the employer. 122 Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality.(600x600mm) 123 Providinging, installing, fixing, jointing, testing and commissioning of PVC Storm water pipe confirming to IS 13592 of SWR quality 4 kg / sq.cm pressure rated 10mm, including all fittings, like Bends, Tees, Elbows, Collars, junction, inspection doors, cowls, offsets, access pipes, jointing with rubber ring / solvent cementfollowed by application of leak proof adhesive like FRP paste,The quoted rate shall include necessary earth work, fittings,pipe to be laid below ground level in trenches upto required depth, dewatering, jointing of pipes, water testing and setting,refilling, and making good the same complete as required. 124 110 DIA 125 Providing, fixing and testing of Terrace Rain water outlet (110dia) with all the accessories etc,. 126 INTERIOR 127 BOOK SHELF 1 - 2100 x 400 x 2100 Carcass are 16mm MR Ply with 0.72mm Backer Laminate on both Sides, Shutters are 16mm MR ply with One Side 0.72mm Backer Laminate & Front side 1mm Matt Finish with 2mm PVC Edge Band finish. 128 MAGAZINE HOLDER - 600 x 250 x 1200 Carcass are 16mm MR Ply with 0.72mm Backer Laminate on both Sides, Shutters are 16mm MR ply with One Side 0.72mm Backer Laminate & Front side 1mm Matt Finish with 2mm PVC Edge Band finish. 129 DISPLAY UNIT AT RECEPTION - 1200 x 300 x 600 Carcass are 16mm MR Ply with 0.72mm Backer Laminate on both Sides, Shutters are 16mm MR ply with One Side 0.72mm Backer Laminate & Front side 1mm Matt Finish with 2mm PVC Edge Band finish. 130 LEDGE 5000 x600 x 750 Panels are 16mm MR ply with 1mm Matt Finish on both sides with 2mm PVC Edge Band finish mounted to the wall. 131 4SEATERLEARNINGCENTRETABLE-2000mmx1000mmx750mm -TABLE TOP: 25mm pre laminated particle board with 2mm PVC edge banding. MS 120 LEGS: Pillar are made out of heavy duty CNC cut & bend section of 120 degree which is engineer designed, E250 grate of 2.5mm thick 132 6SEATERLEARNINGCENTRETABLE-2400mmx1000mmx 750mm -TABLE TOP: 25mm pre laminated particle board with 2mm PVC edge banding. MS 120 LEGS: Pillar are made out of heavy duty CNC cut & bend section of 120 degree which is engineer designed, E250 grate of 2.5mm thic 133 READING CHAIR - Lounge Chair Uphostered in EPU Leather. Sleek Four Star Fixed Base With Revolving Function In Warm White Powder Coated Finish. Three Dimensional Lumbar Support Design. Model number SCML-SF30.1. Bosses Cabin or equivalent. 134 ROLLINGCHAIRS-Medium back chair with metal grey back frame, metal grey adjustable PU armrest (4D), moulded foam seat with metal grey shell, STG drive-by-wire mechanism with 4 position locking, polished aluminum alloy five-star base with metal grey PU castors. Model number CHT66SW. Bosses Cabin or equivalent. 135 SINGLESTUDYCHAIR:Multi-Purpose Chair Upholstered In Water Based PU Leather. Cushioned Seat and White Ash Solid Wood Legs. Model number SCMF-XCB33 - Latte Brown. Bosses Cabin or equivalent. 136 LOCKER & FOOTWEAR STORAGE- – 1950x375x470mmPLU main 2 DR numeric lock with envelop slot – 1950x375x470mm. Godrej interio or equivalent. 137 RECEPTIONDESK-1800mmx650mmx 1050mm- Reception Table In Matt White and Oak Laminate. IncludesStorage Cabinet and WireManagement Grommet OnDesk. Top Model number 28ROB003(BCRMB-OB 03). Bosses cabin or equivalent. 138 Seamlessly shift from warm, cozy tones to cool, vibrant whites (also known as tunable white or human-centric lighting) is an advanced JS3 Serial LED Connecting System LED lighting technology that allows users to adjust the color temperature of the light output — from warm to cool — to suit mood, time of day, or functional needs.LED Type: OSRAM SMD 3030Iceil™ Supply of OSRAM 24V LED Module Color Temperature: 2700K to 10000K with Iceil IP67 Drivers CRI: ≥90 – Delivers natural, true-to-life color accuracyMounting: High-performance aluminum rigid PCB– Ensures excellent thermal management and long lifespanConfiguration:– Each block features 4 high-quality LEDs– Optimized light spacing for shadow-free illumination– Viewing Angle: PMMA lens Ultra-wide 160° beam spreadDimmable: No Compatibility:DALI, Tuya Smart App, Alexa, & Google Home. Touch Panel, and RF Remote control optionsPower Consumption:– Only 4-6W per sq.ft– Energy-efficient yet high-lumen outputLighting Quality:– Uniform light diffusion across the stretch ceiling– Suitable for both translucent and printed membrane typesIceil™ Power Supply: Wide Input Range 100-305AC (Class I), Surge Protection with 6KV/4KV, Working temp. -20~ +45°C 20% ~ 90%RH, Metal case IP67, Power factor <0.98LED and Power Supply Warranty: 5 Years or 50,000 Hours (whichever comes first)Certifications: CE & RoHS Certified – environmentally safe and globally compliant Installation of pre-supplied LED lighting fixtures, associated drivers, and control systems, including all necessary mounting, wiring, terminations, and system integration by qualified technicians.The scope includes:Installation of LEDs as per lighting layoutMounting and secure placement of LED drivers and control gear in accessible locationsElectrical connections between LEDs, drivers, and controllers using appropriate cablingTesting of each circuit and commissioning of the full lighting setupRate Includes: Skilled labor, tools, basic fasteners, and all on-site installation efforts.. 139 Iceil™ supplies exclusively premium-grade of European Standard PVC Thermo-Stretchable Membrane, complying with BS1-D0 as per EN 13501-1 and Class A as per ASTM E84-2024 fire safety standards. The membrane is precision-cut to the required shape and size, with perimeter edges high-frequency welded with harpoon inserts. Installation is carried out using a durable aluminium profile framing system, ensuring a seamless, secure, and aesthetic ceiling solutionThickness 0.18 mmWeight 250–300 gsm ± 2%Light Transmission Up to 75% (for translucent type)Width Up to 5 meters (seamless); larger areas joined with invisible seamsStretching Method Thermal installation at ~50–60°C using hot air gas blower Fire Rating BS1-D0, as per EN 13501-1, ASTM E84-2024 Class A Explanation: B = Very limited contribution to fire, s1 = Little or No Smoke Production, d0 = No flaming droplets or particles Moisture Resistance 100% Moisture-proofUV Resistance Yes – does not yellow or degrade indoorsEnvironmental ROHS compliant, Phthalate-free, UL Certified - Tri-O-cresyl phosphate < 50mg per kgCertification Manufactured in ISO 9001:2015 certified factoryWarranty 10 Years (under standard indoor conditions) Installation of pre-supplied Stretch Ceiling System, including site preparation, profile fixing, membrane stretching, and finishing using specialized tools and skilled labor.The scope includesFixing of aluminum/PVC perimeter profiles as per approved ceiling layoutHeating and stretching of the pre-cut stretch ceiling membrane on-siteAlignment, tensioning, and seamless fitting of membrane onto the installed profilesIntegration of cutouts for lighting, sprinklers, air conditioning vents, speakers, etc.Final finishing, cleaning, and handover of installed ceiling areaRate Includes: Skilled labor, installation tools, on-site execution, and necessary accessories for completing the installation of the stretch ceiling. 140 The Iceil Wooden Box is built from durable MR/BWP-grade plywood, featuring a 12mm back board, 18mm vertical sides (150mm height), and dual 8mm flexible plywood layers for curved designs. The 150mm depth accommodates lighting and structural needs.Finish Options: White emulsion or PU-coated interior, or white reflective laminate; exterior customizable per client.Mounting: Reinforced corners, cross supports (wood/MS) every 2 ft, fixed with dash fasteners, threaded rods, or MS supports.Stretch Ceiling Compatibility: Suits Iceil’s PVC Harpoon Profile System with aluminium profiles for welded membranes.Lighting Integration: Base for rigid block LEDs with ventilation slots for heat dissipation. 141 Wall paper 142 Carpet Flooring 143 160A LT Metering Panel - Supply, Installation, Testing and Commissioning of CPRI approved make of panel, cubicle type, Free standing, Wall mounted, single front,14 SWG CRCA sheet steel, enclosed separate compartment for each feeder, front operated, Powder coated, indoor type dust and vermin proof, hinged lockable doors, complete with electrolytic grade copper bus bars,internal wiring, colour coding, ferrules, Panel mounting MS Channels, fasteners, etc., including all associated control wiring. The Breakerof 160A TPN MCCB and 1set of 160/5A CT with TNEB Metering provision and 1nos of 160/5A CT for APFCR . (Rate as per Quotation) 144 Supply and Erection of electrical panels Boards 145 Fabrication, Supply, Erection, Testing and Commissioning of whether proof CRCA sheet steelmade up of 2mm powder coatedMCCB Indoor Type Three Phase Changer Over panel of size (H 2100 X L 2000 X D 300 ) mm with suitable to accommodate 100A 4 pole Three phase Change Over Switch-1No. as incomer for EB Source and as incomer for DG Source, 6nos of 63A 4Pole MCCBs and 4nos of 32A 4Pole MCCBs compartment as O/G supply with the provisions to accommodate Busbar chamber and cable chamber with size of 25x6mm copper busbar 4 runs having three phase Multifunction meter with line indicators and with all necessary accessories with all other connected works etc. The panel made up of 16/18 SWG CRCA sheet steel comprising of 4 sections with separate sheet steel weatherproof and shock proof safety insulation system conforming to IE Rules with IP protection, and with the panel should be painting by powder coating finishing etc.,as complete and making good of the panel with neat finishing. (Switch make : L & T / ABB) panel should be earthing confirming ISI specifications. The panel should be erected on Anchor fastners, bolts and nuts for mounting the Indoor Panel as directed by engineer-in charge/department superior engineers. Including Bus bar support, Cost ofWeldding charges for mounting the panel, Rotary Handle, Spreader Terminal, Multifunction Meter digital type / MFM 5010 LED meter CI 0.5S 146 Fabrication, Supply, Erection, Testing and Commissioning of whether proof CRCA sheet steelmade up of 2mm powder coatedMCCB Indoor Type 50 kVAR panel of size (H 1800 X L 1800 X D 300 ) mm with suitable to accommodate Incomer 1 Nos 63A 4Pole MCCB, 7nos of 25A 4Pole MCCBs with 7% 1-10 kVAR Capacitor banks in compartment as O/G supply with the provisions to accommodate Busbar chamber and cable chamber with size of 25x6mm copper busbar 4 runs having three phase Multifunction meter with line indicators and with all necessary accessories with all other connected works etc. The panel made up of 16/18 SWG CRCA sheet steel comprising of 4 sections with separate sheet steel weatherproof and shock proof safety insulation system conforming to IE Rules with IP protection, and with the panel should be painting by powder coating finishing etc.,as complete and making good of the panel with neat finishing. (Switch make : L & T / ABB) panel should be earthing confirming ISI specifications. The panel should be erected on Anchor fastners, bolts and nuts for mounting the Indoor Panel as directed by engineer-in charge/department superior engineers. Including Bus bar support, Cost ofWeldding charges for mounting the panel, Rotary Handle, Spreader Terminal, Multifunction Meter digital type / MFM 5010 LED meter CI 0.5S 147 VERTICAL THREE PHASE MCB DISTRIBUTION BOARD WITH MCB : Supply and fixingof4way verticalTPMCBsheetsteel Industrial Type TP MCB DB with IP54 Protection of surface type fitted with bus bars and neutral links with1 No. of 63A FP MCB as Incoming and 4 Nos.of32A,10KA Triple Pole MCB in Flush with wall and making good of the concealed portion with earth connection.( Industrial Type TPMCB DB with IP54 Protections) 148 Supply and fixing of 7 segment8 way63A TPN MCB sheet steel distribution board (Higher end) with metal / acrylic doorcover flush type /surface type fitted with busbars and neutral links with single / three phase MCB outgoings and separate 4 way provision for accommodating one no. 4 pole incoming 63 A TPN MCB, 10kA, / Isolator and another separate 4 way for accommodating one no. 63 Amps, 30 mA, 4 pole ELCB / RCD (totally 8 ways in one segment) and 24 nos 6-32 A, 10kA, SP MCB / Isolators ( totally 24 nos.) for outgoing in 3 segments with label holder and provision for taking up cable for size not less than 35 sq.mm. withthe following in flush with wall with earth connection only. 149 Supply and fixing of 65 mm dia. (2 -1/2) GI pipe (class B) of 6 metre length with 300mm x 300mm x 6mm MS base plate duly welded at the bottom with concreting with construction of masonry pedestal with suitable SMC box with door arrangement to house 6A SP MCB switch, 2/4 way connector on suitable hylem sheet and supply and fixing of 90W LED Streetlight fitting with LED (Higher end) with 1 metre 32mm dia. GI pipe (class B) Complete with suitable MS clamps for LED street light fitting and SMC box with PVC unsheathed copper leads from SMC box to fitting and with painting of suitable colour 150 Supply and Fixing of24W Ceiling Lightwith PVC unsheathed copper leads from terminals to the fitting.(Make : Philips/Crompton/Havelles ) 151 Supply and Fixing of11W Bulk Head Lightwith PVC unsheathed copper leads from terminals to the fitting.(Make : Philips/Crompton/Havelles ) 152 Supply of surface-mounted 24W LED wall lights to the ideal solution for a variety of indoor lighting applications. Direct illumination of the wall and surrounding surface, as well as accent lighting for vertical structures. Featuring an aesthetically pleasing, robust construction, these lights are built to withstand all weather conditions, ensuring long-lasting performance and durability • Luminaire body made of extruded aluminium alloy (grade 6063) with die cast aluminium components and non corrosive SS fasteners • Non yellowing UV stabilized translucent polycarbonate diffuser • Luminaire integrated with 24W LED • Die-cast aluminium mounting base for easy installation onto the wall • Surface mounting on wall using hardware after connecting to the power supply • IP : 65, IK : 08 • Cable entries for through-wiring of mains supply cable • Integral constant current power supply • CRI ( Ra) : >80 • Prewired with LED driver and suitable for operating on 240V, 50Hz single phase ac supply • Available CCT : 2700K, 3000K, 4000K, 5700K. Driver Power Supply : Integral, Input Voltage : 230-240Vac, Frequency : 50-60 Hz, Power Factor : ≥0.95, THD : <10%, Surge Protection : 4KV, Efficiency : >85%, Symmetrical Light Distribution.Product Finish options: Pure polyester powder coated RAL 9004 Signal black, RAL 9007 Grey aluminium, RAL 7016 Anthracite grey, Graphite grey. CE & BIS Certified. Inhouse NABL accredited lab. Brand Name : Philips, Product SKU : 919215850004 153 Supply of LED Linear Pendant luminaire is a versatile solution for projects that demand high quality of the lighting system and high visual comfort. With its modular design, the Revo-L can be used as an individual fixture or as a combination of luminaires put together in continuous lines • Luminaire made of extruded aluminium for better thermal management • polycarbonate diffuser for optimum optical performance, • Hexa-cell (Matte Black) secondary reflector • Suitable for surface and suspended mounting • Supplied with standard suspension kit (1metre).• Cable entries for through-wiring of mains supply cable • Integral power supply • Suitable for operation on 240V,50Hz single phase ac supply• Driver Power Supply : Integral, Power Factor : >0.90, THD : <10%, Surge Protection : 4KV-6KV, Efficiency : >85%, IP 44 Rating.• Dimension: 1188 x 36 x 75, 2365 x 36 x 75, 3540 x 36 x 75.• Wattage Options : Upto 40W, Upto 80W, Upto 120W.• Mounting: Pendant Mounting, Pendant Mounting, Pendant Mounting, Surface Mounting, Surface Mounting, Surface Mounting • Product Finish options: Pure polyester powder coated, RAL 9004 Signal black, RAL 9007 Grey aluminium, RAL 9016 Traffic White • CE & BIS Certified • Inhouse NABL accredited lab. Philips SP170P LED25S-6500 PSU W5L113 OD WH Smartbright Linear 154 Supply of Input power : 8W LED Bollard luminaire designed for surface mounted. Symmetrical light distribution. Luminaire madeof extruded aluminium alloy (grade 6063), die-cast aluminium of high corrosion resistance and non corrosive stainless steel fasteners. Translucent polycarbonate diffuser. Pressure die cast aluminium mounting plate Ø100.5mm x 4mm thick with 2 elongated holes 15 x 10 to suit M8 bolts at PCD55 for surface mounting on floor. The base plate have a cable entry hole of 70 x 24 mm dia at the center. Single cable entrance via PG7 cable gland. Protection class IP65. Mechanical resistance IK08. Pure polyester powder coated RAL 9004 Signal black, RAL9007 Grey aluminium, RAL 7016 Anthracite grey, Graphite grey. Available colour temperature 2700K / 3000K / 4000K / 5700K. Colour rendering index (CRI)>80. K-Lite LED module with expected service life of at least 60,000 operating hours. Prewired with LED driver and suitable for operating on 240V, 50Hz single phase ac supply. Driver efficiency >80%, Power factor >0.9, THD <10%, Surge protection 2.5KV. Luminaire dimension : 106mm diameter x 565mm height. CE & BIS Certified. Foundation Bolt - 2 Nos of M8 Foundation J Bolt Length 150mm, 2 Nos of (Spring Washers, Plain Washers and Nuts) for each BoltInhouse NABL accredited lab. PHILIPS Bollard BCP100 LED 10W PSU GR L 750mm Solar Light 155 Supply of LED Linear Lighting to suit ceiling / wall is a slim and elegantly designed fixture, suited for varied applications offers a uniform, glareless and soft lighting.Al. Profile Housing Dimension: 1000 x 17 x 8, 2000 x 17 x 8Mounting: Surface Mounting, Product Finish: Anodized Aluminum• Luminaire made of extruded aluminium for better thermal management • PC clear / semi clear matte diffuser for excellent diffused lighting experience throughout the life of the fixture • Designed for mounting on ceiling / wall • Cable entries for through-wiring of mains supply cable • To be used with LED strip & power supply unit of suitable rating. Brand Philips Profile Shine 240 LEDs/m LED Strip | 3000K Warm White | High Brightness Linear Strip for Cove, False Ceiling, Architectural, Ambient Lighting 156 Supply of 24V 2835 Flexible LED Strip, 12W/m, Non-Integral, CCT: 2700K, 4000K, 6500KDimension: 5m / Roll, IP : 67, Brand Name : K-Lite, Code : 7289 or equivalent 157 24V Power supply, IP 67 Rated SMPS suitable for 24V LED Strip lights. Wattage: 150W, 24V Series Waterproof IP67 Power Supply24Vdc 6.25 Amps 150W Power unitDimension: 313 x 43 x 34IP : 67,Brand Name : K-Lite, Code : 8198 or equivalent 158 Supply and fixing of Fans and Air Circulator 159 Supply and fixing of 1200mm (48) sweep AC ceiling fan 5 star rated complete ( Higher end)with 2 module 100W fan step regulator (Higher end)with 2.5 metre down rod with fan clamp, and wiring to the near by point with 1.5 sqmm FRLS , PVC insulated copper wires, including necessaryaccessories and hardwares as required. (SD -563) 160 Supply and fixing of 600mm wall mounting Air circulator and wiring to the near by point with 1.5 sqmm FRLS , PVC insulated copper wires, including necessaryaccessories and hardwares as required. (SD -563) 161 Supply and fixing of 300mm(12)sweep (Heavy duty) AC Exhaust fan complete with necessary wall opening and making good of the wall and wiring to the near by point with 1.5 sqmm FRLS PVC insulated copper wires including necessaryaccessories and hardwares as required. 162 Supply and fixing oflouvers shutter arrangements for 300mm(12)sweep (Heavy duty) AC Exhaust fan complete 163 Supply and laying of following XLPE armoured LTUG cable in a trench/Tray with suitable cable tie tag etc as required. 164 Supply and Laying of 3 1/2 x 50 sq.mm. PVC Al.Armoured LTUG cable in suitable size HDPE pipe in a trench to be excavated at a depth of 0.75 metre and refilling the earth to make good. 165 Supply and Laying of 4C x 16 sq.mm. PVC AL. Armoured LTUG cable in suitable size HDPE pipe in a trench to be excavated at a depth of 0.75 metre and refilling the earth to make good.Main Panel to DB 166 Supply and Laying of 3C x 2.5 sq.mm. PVC Cu. Armoured LTUG cable in suitable size HDPE pipe in a trench to be excavated at a depth of 0.75 metre and refilling the earth to make goodMain Panel / DB to Street Lights 167 Supplying & Laying 120mm/103.5mm HDPE Pipe as per requirements including excavation & refilling. 168 Supply and fixing of double compression brass cable gland for following Aluminium conductorXLPE insulatedarmoured cable of 1100 V grade with earth connection. 169 Supply and fixing of brass cable gland for3 1/2 Cx 50 Sq.mm PVC LTUGAl. Armoured cable with earth connection 170 Supply and fixing of brass cable gland suitable for4C x 16 PVC Al. Armoured LTUG cable with earth connection. 171 Supply and fixing of brass cable gland for 3C x 2.5 sqmm COPPER cableLTUG cablewith earth connection. 172 Supply and providing cable end termination of the following sizePVC LTUG aluminium armoured cable with necessary aluminium cable sockets by crimping etc with electrical connection complete (copper sockets for copper cables and Alu. Sockets for alum. Cable) 173 Supply and providing cable end termination of3 1/2Corex 50Sq.mm PVC LTUG Al. Armoured cable with necessary aluminium cable sockets by crimping etc., with electrical connection complete. 174 Supply and providing cable end termination of 4 C x 16sq.mm PVC LTUG Al. Armoured cable with necessary aluminium cable sockets by crimping with electrical connection complete. 175 Supply and providing cable end termination of 3C X 2.5 SqmmPVC LTUGCopper cable with necessary copper cable sockets by crimping etc, with electrical connection complete. 176 Wiring with 2 x1.5 sq.mm. (22/0.3) PVC insulated single core unsheathed copper conductor of 1100 V grade in suitable PVC rigid pipe concealed in wall and ceiling with PVC accessories with suitable Module GI switch box in flush with wall with 1 no. 6A one way module switch and 1 no. 6A 3/2 pin module socket with module front plate with continuous earth wire connection by 2.5 sq.mm. PVC insulated SC unsheathed copper wire and making good of the concealed portion with painting of suitable colour for concealed PVC pipe Plug point ( 8 points / Coil) Higher End (SD-375) 177 Wiring with 2 x 4 sq.mm. (56/0.3) PVC insulated single core unsheathed copper conductor of 1100 V grade in suitable PVC rigid pipe Concealed in wall and ceiling with PVC accessories with suitable Module GI switch box in flush with wall with 1 no. 16A one way module switch and 1 no. 16A 3/2 pin module socket with module front plate with continuous earth wire connection of 14 SWG TC wire and making good of the concealed portion with painting of suitable colour for Concealed PVC pipe power Plug point ( 8 points / Coil)Higher End (SD-385) 178 Supply and fixing of 25A Flushtype Wall Socket 25A DPMCB complete set for ACPlug inflush with wall with earth connection (For AC Plug) 179 Supply and Run of 2 of 4 sq.mm. (56/0.3) PVC insulated SC unsheathed copper conductor of 1100 V grade in suitable PVC rigidpipe Concealed inwall and ceiling with continuous earth wire connection by 2.5 sq.mm. PVC insulated SC unsheathed copperwire and making good of the concealed portion withsuitable colour. ( SD 430 ) 180 Supply and Run of 2 Run x 2.5 sqmm and 1R of 1.5sq sqmm PVC insulated SC unsheathed Cu.Conductor of 1100V Grade in suitable Pvc conduit pipe onconcealed wall and ceiling with continuous earth wire connection with painting of suitable colour. 181 Earthing as per the ISI specification with an earth electrode of 2.10 metre Class B GI pipe of dia not less than 50mm and 2 mtr long earth electrode of low carbon steel rod with 100 micron bonding and 25 kgs of carbon based environment friendly backfill compound and suitable clamp andwithcopper earth plate of size 125mm x 50mm x 6mm with necessary funnelling arrangements with necessary masonry work and with 38mm RCC cover slab for the brick masonrySD-233 182 Supply and Run of 1 of No.8 SWG copper wire in suitable PVC rigid pipe on wall / floor / ground for earth connection 183 Supply and Run of 1 of25.6.25 mm Al. Flat on wall / floor / ground for earth connection. 184 Supply and Run of 1 of25.6.25 mm Cu. Flat on wall / floor / ground for earth connection. 185 Supply, Installation, Testing and commissioning of 40 channel NVR with 4TB HDD * 4nos, Up to 40-ch 8 MP IP cameras can be connected, Connectable to the third-party network cameras Compression and Recording, H.265+ compression effectively reduces the storage space by up to 75%, Full channel recording at up to 12MP resolution HD Video Output  HDMI1/VGA1 outputs provided  HDMI1 Video output ) resolution Storage and Playback, Up to 4SATA interfaces and 1 eSATA interface for HDD connection, Support upto 6TB capacity for each HDD, Smart search for efficient playback.(Make: Hikvision/Dahua/Panasonic) 186 Supply of 8MP, Internet Protocol fixed BULLET CAMERA with following specification:●1/2.5 Progressive Scan CMOS, ● 3840 × 2160 @15 fps,2.8/4 mm fixed lens,01 lux @ (F1.2, AGC ON), 0.028 lux @(F2.0, AGC ON), 0 lux with IR, H.265+, H.265, H.264+, H.264, 2 Behaviour analyses ( Line crossing detection, intrusion detection)● Face Detection ● 120dB WDR, ● BLC/3D DNR/ROI, IP67 complied●On-board Storage -Built-in micro SD/SDHC/SDXC card slot, up to 128 GB,● Shutter Speed 1/3 s to 1/100,000 s, ● 3-Axis Adjustment Pan: 0° to 360°, tilt: 0° to 100°, ● rotate: 0° to 360°, 2.8 mm, ● horizontal FOV: 102°, vertical FOV: 53°, diagonal FOV: 124°, ●Lens Mount M12 ● IR Range I5: up to 50 m, ● Image Settings Rotate mode, saturation, brightness, contrast, sharpness adjustable by client software or web browser, ● Power Consumption and Current-12 VDC, 0.7 A, max. 7.5W PoE: (802.3af, 36V to 57V), 0.3 A to 0.2 A, max. 9W● Camera out fitted with metal housing so as to prevent the lens from damages during physical abuse.All including suitable camera stand and accessories. (Make: Dahua/Panasonic) 187 Supply, Installation, Testing & Commissioning of IP Network TDN Low-Light IR Dome Each Cameras, 1/2.8 CMOS,4 MP 2592 x1520 or better , triple stream, Min. Illumination required 0.005 Lux/F2.0 (Color,30IRE), 0 Lux/F2.0 (IR ON), 140dB True WDR, triple stream,3 to 12 mm, F1.4 to 2.8 , MFZ, Backlight Compensation, Highlight Compensation 3DNR, Privacy Mask, Internal/External Smart IR LEDs with up to 50m IR distance, H.265& |MJPEG, Inbuilt Video Analytics: Smart Motion Detection, Intrusion Detection, People Counting, Multiloitering, Face Detection, Line Crossing, Missing Object detection, [Unattended Object Detection. THe camera shall have inbuilt cyber security FIPS Chipset.Audio Stream Full Duplex, 1TB SD card support, IP 67 & IK10, Alarm: 1 In & 1out, PoE, H.265 High Profile and MJPEG, PoE Class . Certifications: ONVIF Profile S,G,T & M compliant, NDAA 889 UL, CE, EN, FCC & RoHS compliant and with all accessories and as per detailed tender specifications. 188 Supply, Installation, Testing and Commissioning of 32 smart LED TV with following specifications a) Full HD 1920 x1080 (4K monitor) b) IPS panel c) Slim back light LED module d) 900 PMI e) Triple XD engine f) Dynamic scanning g) ANRh) True colour generatori) 8modes of picture j) picture wizardIII k) Real cinema 24P l) HDMI -3nos m) USB -3nos n) Built in LAN o) Magic remotep) Dimension 1242 x 724 x 55.1min(37). (Make: Sony/ LG /Samsung). 189 Supply and Clamping of CAT 6 armoured cable in suitable PVCPipe 1 thick on wall / ceiling with connected PVC accessories with clamps, saddles etc., complete. (Between ethernet switch to camera and radio modem)i. Application : Primary (Campus), Secondary (Riser), Tertiary(Horizontal)IEEE 802.3 : 10Base-T; 100Base-T; 1000Base-TIEEE 802.5 16 MB; ISDN; TPDDI; ATMii. Standards: ISO/IEC 11801 2nd ed.; IEC 61156-5 2nd EN 50173-1; EN 50288-6-1,EIA/TIA 568C.2, RoHS Compliant.Fire Rating: PVC : IEC 60332-1.iii. Conductor - Bare Copper Wireiv. Insulation - Polyethylenev. Twisting - 2 Cores to the pair vi. Cable lay up - 4 Core to the pair It has diameter of (23 AWG) 0.550 ± 0.015.Insulation : Polyethylene.GI wire of size is 0.90 ± 0.030mm. 190 Fixing and Termination of CAT 6 Cable RJ 45Jack Single Point( Point to Point ) Crimping, Testing and arrangement charges. 191 Supply and fixing of POE 24 port switch10/ 100 / 1000 Base -T / 2 x 1000Base-FX / 20Gbps bandwidth / IEEE803.af/at compliant PoE+ / RJ45 supports auto MDI/MDI-X function / Auto negotiation speed, half/full-duplex / Store and forward / Max packet size: 10kbytes / Wide range power design (12~56VDC) / Operating temperature (-40 ̊C ~ +75 ̊C) / Reverse polarity protection / Resettable fuse to protect against overcurrent / IP-40 protection / EFT protection for power line. 192 Supply and Fixing of Rack with Accessories -Higher end 12 U Rack with LNS unit and fan extra for the above rack. 193 Supply and Installation for 2KVA UPS with Battery, Single Phase UPS (Single Phase In & Single Phase Out) Capacity - System with Battery - 2Hours back up 194 PA SYSTEMS 195 Supply,installation, testing and commissioning of 30W High efficiency ABS horn loudspeaker with weather protectin IP 65Max Power : 45 W, Rated power, 30 Watts, Power tapping, 30/15/7.5W-Effective frequency range (-10 db) (-380 Hz to 5 kHz) - SPL at rated power (1 khz) 126 dB- Self extinguishing acc. to UL 94 VO - IP 65 acc. to IEC 60529, safety acc. to EN 60065. (Make - BOSCH) 196 Supply, installaion, testing and commissioning of 240W mixer amplifier with following features : inbuilt bluetooth for audio streaming, sports audio playback from USB pen drive, 4 microphone/line inputs, plus music source input, insert features to use as a pre/power amplifier, Optional 2 tone chime generation for input 1 technical specifications - Frequency response 80 Hz to 18 kHx (+1/-3 dB W - 10 dB ref. rated output) - Distortion <1% @ rated output power, 1 kHz bass control Max +/- 8 dB Treble control max +/- 8 dB. (Make - BOSCH) 197 Supply, installation, testing and commissioning of Goose Mic 198 Supply and installation ofHandheld microphone with a dynamic transducer element that shall be designed for high speech intelligivility. It should have a rugged enclosure is both stylish and easy to use in a wide range of public and sound reinforcement applications. Polar Pattern unidirectional, frequency range 80 hZ to 12 kHz, Sensitivity 1.7mV/Pa +/- dB, Rate out impedance 600 Ohms. (Make BOSCH) (Market rate) 199 Supply and laying of FRLS PVC insulated 2 core 1.5 sq.mm. Armoured Copper Cable on ceiling / wall using fixing accessories like screws, plug, clamps, etc., asper standard methods and as directed by the Departmental Officers. 200 Supply and Installation for 2KVA UPS with Battery, Single Phase UPS (Single Phase In & Single Phase Out) Capacity - System with Battery - 2Hours back up 201 Supply and erection, testing and commissioning of 2.0 TR (6000K.cal/hr) ABS Split type Air conditioner (3 star rating)confirming to IS : 1391(part-2) 1992 with Admt No.1 fitted withhermetically sealed air compressor operating on refrigerant R-410A suitable for wall mounting for operation on 230V 50 HZsingle phase AC supply inverter technology with capable of thefollowing performinga) Coolingb) Dehumidifyingc) Air circulatingd) Filteringe) Refrigerant pipe lines – 6 mtr lengthThe installation works for the above split type AC units includethe following1. Mounting / fitting indoor and outdoor units at theirrespective locations2. Laying refrigerant pipe line of required length notexceeding 6 meters distance & connecting both units afterdrilling hole/holes in the wall is required, thickness of the coppertubing shall not be less than 0.7 mm3. Installing the section pipe with expanded polythene foamtubing4. Laying drain pipe to throw out the condensate water beingformed within indoor unit5. Leak testing the entire system unit6. Charging refrigerant gas in the unit7. Suitable electrical wiring with to be provided with 2.5sq.mm PVC insulated copper wire between indoor and outdoorunit upto 6 meter length and upto switch within 3 meters oflocation of indoor unit. (Like (Carrier / Voltas / Blue Star /Equivalent) as directed by the department officers 202 Supply and fixing of 5 KVA slim and wall mounting (V Guardmake ) double booster voltage stabilizer for operation on 170-230V 50Hz single phase AC supply capable for 2 TR split ACwith necessary inter connection and earth connection as directedby the departmental officers. 203 LANDSCAPE 204 Supplying of plastic Potted plants Anthurium size of dia 12 inch including loading and unloading charges, transportation, etc as directed by the site in-charge 205 Supplying of plastic Potted plants Bogainvillea size of dia 12 inch including loading and unloading charges, transportation, etc as directed by the site in-charge 206 Supplying of plastic Potted plants Ficus ponda size of dia 12 inch including loading and unloading charges, transportation, etc as directed by the site in-charge 207 Providing & laying spreading & Compacting graded stone aggeragate of size 45mm to 22.4mm, 22.4mm to 2.36mm & 2.36mm to 75 microns to Wet Mix Macadam (WMM) 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, rate including the cost & conveyence of all materials, labour charges for spreading, watering, rammed & consolidation and other tools & plants employed for the work etc., all complete and as directed by the departmental officers as per MORTH specification 406 IV Revision 208 Supplying and filling with M-Sand well watered rammed, and consolidated complying with relevant standard specifications etc., complete and as directed by the departmental officers. 209 ProvidingandlayingofBlackGraniteCobbleStoneflooringof approvedmake,inallcoloursandshades,laidon20mmthick cementmortar1:4(1cement:4coarsesand),jointingwithgrey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. 210 SupplyingandlayingGrassPaverblock M40grade Providingand layingof 63mm thickhighstrengthtypeconformingIS15658- 2006ofrubberizedinterlockingpaverlockinsizeofminimum compressivestrengthof40N/mm2inuniformshapeofapproved maketobelaidinflurringbonepatternwithsandcushionbelow theuniformshapofapproved nonskittingsurfaceinthetopand therateincludinglevellingthebasepreparationof paversassub base,sandcushion150mmthicklaying outofpavementcutthe piecestofixtheedgevibringthepavers,sweepingtranporting loadingunloadingoflayingpaverblockasperstandard specification,.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
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