View Bid Results For Manhole Cleaning Machine Tenders

We found 1718 Bid Results related to manhole cleaning machine tenders. You can find Contractor details who won manhole cleaning machine tenders along with contract details in Bid awards announcements section.

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Showing 1–35 of 1718 tenders matching your filters
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6.
Defence #11405410 Technical Bid
Tender for Taking Down Cement Plaster On Brick Or Stone Walls, Etc., Including Raking Out Joints, Hacking For Key, Scrubbing Down With Water, Etc. Complete All As Specified And As Directed. , Demolition Of Brick Work Or Stone/Boulder Masonry, Built In Cement Mortar Including All Quoins,Arches, Pillars, Etc But Excluding Ashlar Facing, Dressed Stonework And Precast Concrete Articles Complete All As Specified And As Directed By Engineer-In-Charge. , M&L Brick Work With Sub-Class ‘B Bricks (With Old Size Bricks), Straight Or Curved On Plan Exc. 6.0 Metre Mean Radius, Built In Cement Mortar (1:6) Complete All As Specified And As Directed. , M&L For Half Brick Work Burnt Modular Bricks Built In Cement Mortar (1:4) Straight Or Curved On Plan Exceeding 6Mtr Mean Radius And Complete All As Specified And As Directed. , M & L For Plain Cement Concrete (1:2:4) Type B-1 Using 20Mm Graded Aggreagte As In Coping Bed Block Etc Complete All As Specified And Complete All As Specified And As Directed. , M&L Plain Cement Concrete In Surface Channels,Benching In Sewers,Drains Etc Type B1 (1:2:4) Using 20 Mm Graded Stone Aggregate Complete All As Specified And As Directed. , M & L For Redndering In Cement Mortar (1:4) 15Mm Thick On Concrete /Brick Masonry Wall Surfaces, Complete All As Specified And As Directed.. (Note Wpc Paid Separetely) , M&L Pre-Cast Reinforced Cement Concrete (1:2:4) (20Mm Graded Aggregate) In Cover Slab Of Manholes, Septic Tanks, Etc., Set In Cement Mortar 1:4 Including Demolition Of Existing Reinforced Cement Concrete Slabs ., Complete All As Specified And As Directed. Note : Reinforcement Will Be Measured And Paid Separately Under Appropriate Items. , M&L Tmt Bars 10Mm Dia And Overcut To Length, Bent To Shape Required Including Cranking, Bending Spirally For Hooping For Columns Hooking Ends And Binding With And Including Mild Steel Wire (Annealed) Not Less Than 0.90Mm Dia, Complete All As Specified And As Directed. , M&L Two Coats Of Cement Base Paint Over A Coat Of Primer On New Wall Surface Including Preparation Of Surface. Complete All As Specified And As Directed. , M&L Preparation Of Old Surface Of Wall And Applying One Coat Of Cement Base Paint Complete All As Specified And As Directed. , Dismantling Plain Or Corrugated Asbestos Sheeting Any Thickness In Roof Covering. Complete All As Specified And As Directed. , S&F Pre Painted Galvalume Aluminium Zinc Coating Gi Based Corrugated Steel Sheet 0.50 Mm Thick Of An Colour Having Tensile Strength Of 550 Mpa As In Roof Covering Fixed With Self Tapping Screws Complete All As Specified And As Directed.. , Taking Down/Dismantlinig Wrought Iron Or Mild Steel Work Of Any Description Not Otherwise Proveded Complete All As Specified And As Directed. , S&F Rolled Sections As In Main And Cross Beams, Hip And Jack Rafters; Purlins Where Connected To Common Rafters And Running Rails And Guides For Sliding Doors; Fixed With Angle Cleats Or Other Connecting Plates To Fe-290 (Gde E- 165) Complete All As Specified And As Directed. , Dismantling Posts Or Struts (Wood, Steel Or R.C.C.) Any Section, Including Taking Out Embedded Portion & Making Good Disturbed Ground Embedded In Concrete, Brick Work, Masonry, Etc. Complete All As Specified And As Directed. , Excavating In Post Holes (Or Similar Holes) Each N Exc 0.5 Cu. M, Getting Out, Returning, Filling In & Raming Earth/ Broken Rubble Mixed With Earth Around, In Layers N. Exc. 25Cm, Watering, & Removing Surplus Soil To A Distance N Exc 50M & Making Good Surface In Soft/Loose Soil. Complete All As Specified And As Directed. , M&L Plain Cement Concrete In Foundations, Filling And Mass-Concrete Type B2 (1:2:4) Using 40 Mm Graded Stone Aggregate Complete All As Specified And As Directed. , M&L For Ms Work For Fencing Post And Struts Made From Angle Iron And Flat Iron In Any Section Including Cutting Tops To Shape , Drilling Holes And Notching For Fixing Of Wires Etc Confirming To Fe -290 Or Fe -330, With And Incl Necessary Nut And Bolts Of 12Mm Dia Of Reqd Length Complete All As Specified And As Directed. , M&L, Ms Round Bars 10 Mm Dia And Over Cut To Length, Bent To Shape Reqd Incl Cranking Bending Etc And Binding With Ms Wire (Annealed) Not Less Than 0.9 Mm Dia As In Chain Link Fencing Fixing Fe-410-W (Gde.E-250) Quality-A Orfe 290 (Gde -E-165) Complete All As Specified And As Directed. , Preparing Steel Surfaces By Mechanical Cleaning/Sand Blasting And Applying One Coat Zinc Rich Epoxy Primer And Two Coats Aliphatic Two Component Polyurethane Paint Complete All As Per ManufacturerS Instruction And Complete All As Specified And As Directed. , Applying Two Coats Of Synthetic Enamel Paint On Steel & Iron Surfaces Of Any Description, Not Otherwise, Described, Over 10Cm Width Or Girth Including Preparation Of New Surface & Applying One Coat Of Red Oxide, Zinc Chrome Complete All As Specified And As Directed. , All As Per Item No Above Herein Before But Not Exceeding 10Cm Wide Or Girth. Complete All As Specified And As Directed. , M&L For Mild Steel Work For Securing Of Chain Link Fencing And Similar Small Articles Etc Confirming To Is-15911 Complete All As Specified And Directed. , S & F Ms Screw Bolts 5 To 10Mm Dia (Machine Made) With Hexagonal Or Square Head At One End, Screwed End To Be Fitted With Washer And One Hexagonal / Square Nuts And 5 To 10 Cm Long All As Specified And Directed. , S&F In Repairs For Galvanised 2 Strand Steel Barbed Wire 2.24Mm Dia Barbed With 2Mm Dia Barbs At 75Mm Spacing And Straining And Fixing To Any Type Of Standard Rails Straining Bolts Including Securing Or Tying At Cross With And Provision Of Galvanised Mild Steel Wire, Staples Or Steel Pins Etc Complete All As Specified And As Directed. (Each Line To Be Measured Separately) , Dismantling Fencing Wire Mesh, Any Type All Directed By Engineer-In-Charge Complete All As Specified And As Directed. , Fixing Only Chain Link Fencing Including Line Wires, Any Mesh, Size And Type To Any Type Of Standards, Rails, Straining Bolts, Etc.Including Provission Of Binding Wire Complete All As Specified And As Directed. , Supply Only Chain Link Ms Galvanisd Fencing, Any Size Or Type Complete All As Specified And As Directed. , M&L For Reinforced Cement Concrete Work (1:1.5:3) (20 Mm Graded Stone Aggregate )As In Foundations, Including Rafts, Footings, Foundation Beams; Plinth Beams,Bases For Columns Including Demolition Of Existing Reinforced Cement Concrete Complete All As Specified And As Directed. , M&L For Reinforced Cement Concrete Work (1:1.5:3) (20 Mm Graded Stone Aggregate) Columns, Pillars, Piers, Posts And Struts Including Demolition Of Existing Reinforced Cement Concrete Complete All As Specified And As Directed , M&L Formwork To Sides Of Concrete Foundations, Footings, Bases Ofcolumns, Raft And Raft Beams,Sides And Soffits (If Any) Of Foundation And Plinth Beams;And Similar Work; Vertical Or To Batter Flat Rough Finished Surfaces Of Concrete Complete All As Specified And As Directed. , M&L Formwork To Formwork To Sides Of Pillars,Posts, Struts, Piers, Columns And Stanchions Square, Circular Rectangular Or Polygonal Rough Finished Surfaces Of Concrete Complete All As Specified And As Directed. , Mild Steel Tmt Bar 10Mm Dia And Over Cut To Length Bent To Shape Required Including Cranking, Bending Spirally For Hoping For Columns Hooking Ends And Binding With & Including Mild Steel Wire (Annealed) Not Less Than 0.9Mm Dia Or Securing With Clips Complete All As Specified And As Directed. , Mild Steel Tmt Bar 5Mm Dia And Over Upto And Including 10Mm Dia As In Stirrups, Spacers & Binders Cut To Length Bent To Shape Required Including Cranking, Bending Spirally For Hoping For Columns Hooking Ends And Binding With & Including Mild Steel Wire (Annealed) Not Less Than 0.9Mm Dia Or Securing With Clips Complete All As Specified And As Directed. , S&F For Ms Framed Work As In Doors Or Gates Of Angle Or Other Section With Gusset Plates, Rails, Braces, Etc., Complete, Drilled For Fixing Of Steel Sheeting Or Other Covering. Doors, Etc. To Be Prepared For Hanging Or Sliding With And Including Either Hooks And Hinges Or Steel Hanging Door Fittings (Exclusive Of Steel Sheeting Or Other Covering, Running Rails And Guides) And Hanging; Also Fastening And Fixing Confirming To Fe 410,E-250 Qualitry A Including Dismantling Wrought Or Mild Steel Work Of Any Description Not Otherwise Provided For Complete All As Specified And As Directed. , M& L For Granite Of Any Type 18-20Mm Thick Cut Beded And Jointed With Grey Cement Slurry And Pointed With Grey Cement Slurry And Pointed With White Cement With Admixture Of Pigment To Match The Shade Of Granite Stone Including Grinding And Polishing Complete In Vertical Surfaces Of Wall Incl 10 Mm Thick Backing Coat In Cm 1:4 Including Demolition Of Stone Slabs Tiles Of Any Description Or Thickness In Floors Aprons Laid Bedeed And Pointed In Any Morter And Any Position. Complete All As Specified And As Directed. , Demolition Of Un- Reinforced Cement Concrete In Ground Floors And Pavings Not Exceeding 15 Cm Thickness. (Below Or Above Ground Level) Complete All As Specified And As Directed. , M&L For 100 Mm Thick Plain Cement Concrete (1:3:6) Type D-2 Using 40Mm Graded Stone Aggregate As In Subbase/Footpath Necessary Form Work, Complete All As Specified And As Directed. , M&L For 75 Mm Thick Plain Cement Concrete (1:3:6) Type D-2 Using 40Mm Graded Stone Aggregate As In Subbase/Footpath/Plinth Protection Necessary Form Work, Complete All As Specified And As Directed. , M&L For 50 Mm Thick Plain Cement Concrete (1:3:6) Type D-2 Using 20Mm Graded Stone Aggregate As In Subbase/Footpath Necessary Form Work, Complete All As Specified And As Directed. , M&L For Providing And Laying 60Mm Thick Factory Made Chamfered Edge Cement Concrete Paver Block Of M-35 Grade With Approved Colour, Design & Pattern As In Footparth, Parks, Lawns, Drive Ways Or Light Traffic Parking Etc., Of Required Strength, Thickness & Size/ Shape, Made By Table Vibratory Method Using Pu Mould, Laid In Required Colour & Pattern Over And Including 50Mm Thick Compacted Bed Of Fine Sand, Compacting And Proper Embedding/ Laying Of Inter Locking Paver Blocks Into The Sand Bedding Layer Through Vibratory Compaction By Using Plate Vibrator, Filling The Joints With Sand And Cutting Of Paver Blocks As Per Required Size And Pattern, Finishing And Sweeping Extra Sand Incl Demolition Of Old Paver Block, Complete All As Specified And As Directed. , M&L For Pre-Polished Glazed Designer Endura Tiles/Dura Stone, Coloured, 30Cm X 30Cm X 10Cm Thick , Set, Jointed And Pointed In Neat Cement Slurry, Pointed In White Or Coloured Cement To Match In Floors Over 15Mm Thick Screed In 1:4 Including Dismantling Of Old Tiles Complete All As Specified And As Directed. , M&L Heavy Duty Coloured Ceramic Tiles As In Steps,Stairs In Single Piece Set And Jointed In Neat Cement Slurry And Pointed In White Cement Mixed With Pigment To Match The Colour Of Tiles Over And Including 15 Mm Thick Screed Bed Or Bedding Layer In Cm (1:4) Including Dismantling Of Old Heavy Duty Tiles, Complete All As Specified And As Directed By Engr-In-Charge , S&F In Repair 450Mm Bore Reinforced Concrete Pipes, Class Np2, Laid And Jointed Complete With Collars Including Dismantling Of Cast Iron Or Reinforced Concrete Drain Pipes, Jointed In Cement Mortar And Taking Out Of Trenches,Inclunding Concrete Bed In Plain Cement Concrete (1:3:6) Packing Under, & Haunching Against The Sides Of Pipes After They Are Laid & Tested Complete All As Specified And As Directed.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Statutory Bodies & Commissions/Committees No of Bidders 10
Assam View Result →
7.
Defence #11392800 Technical Bid
Tender for Demolition Of Brick Work /Stone Masonry/Pcc Block Masonry Built In Cement Mortar Of Any Description Complete All As Specified And As Directed , Taking Down Cement Plaster Of Any Description Hacking For Key Or Raking Out Joint On Old Brick Work/ Stone /Concrete Surface Etc Complete All As Specified And As Directed , Demolition Of Stone Slab And Tiles Incl Backing Coat Of Any Description Or Thickness In Floors, Aprons Etc (Laid Dry Or Laid Dry And Pointed) Etc Complete All As Specified And As Directed , Demolition Of Cement Concrete And Paving Not Exc 15 Cm Thick (Below Or Above Ground Level) Complete All As Specified And As Directed. , Demolition Of Reinforced Cement Concrete (Reinforcement Cut As Required To Facilitate Demolition) Of Any Description & In Any Position Not Specifically Provided For Complete All As Specified And As Directed , Dismantling Wrought Iron Or Mild Steel Work Of Any Description Not Otherwise Provided For Etc Complete All As Specified And As Directed , Dismantling Plain Or Corrugated Steel Sheeting Any Gauge Thickness Including Nanital Or Similar Pattern Roof Covering Complete All As Specified And As Directed , Demolition And Breaking Up Drain Pipes Up To 100 Mm Dia Bofe (Salt Glazed Ware, Ac Or Reinforced Concrete) Set In Cement Mortar Etc Complete All As Specified And As Directed , Material And Labour For Sand Filling Under Floors Or In Foundations Including Watering And Consolidation Under Bedding For Interlocking Tiles Etc Complete All As Specified And As Directed , Material And Labour For Plain Cement Concrete Type D-2 1:4:8 (With Using 40 Mm Graded Stone Aggregates) As In Foundations And Mass Concrete Etc Complete All As Specified And As Directed , Material And Labour For Cement Concrete Type 1:2:4 B-0, (Using 12.50 Mm Graded Stone Aggregate) As In Surface Channels And Drains Etc Complete All As Specified And Directed. , Material And Labour For Providing Cement Concrete Type 1:2:4 B 0 (12.50Mm Graded Stone Aggregate) In Copings, Leveling Concrete, Kerbs, Water Troughs And The Like Including Weathering, Slightly Rounded Or Chamfered Angles And Throating As Directed , Material And Labour For Precast Cement Concrete Type B1, 1:2:4 (Using 20 Mm Graded Stone Aggregate) As In Landings, Cover Slab (For Manholes Etc) And Similar Work Including Necessary Form Work And Set In Cm 1:6 Etc Complete All As Specified And Directed. , Material And Labour For Reinforced Cement Concrete (Nominal Mix) Type B-1 (1:2:4) With Using 20 Mm Graded Stone Aggregates As Columns, Pillars, Piers, Posts, Ftg, Etc Struts Etc Complete All As Specified And As Directed , Material And Labour For Providing 25Mm Thick Precast Cement Concrete Louvres Type B-0 , 1:2:4 (With Using 12.5 Mm Graded Stone Aggregaes) Set In Cm 1:6 As And Jallies, 25Mm Thick (Measured Solid), Including All Mouldings But Excluding Frame (Pre -Cast Frame Shall Be Measured Separately And Paid For Under Item) Etc Complete All As Specified And As Directed , Supply Only Water Proofing Compound. , Material And Labour For Brickwork (Old Size Brick) With Sub Class ‘B Bricks, Straight Or Curved On Plan Exc 6M Mean Radius Built In Cement Mortar 1:4 Etc Complete All As Specified And As Directed , Material And Labour For Brick Work With Sub Class B Bricks, Straight Or Curved On Plan Exc To Any Radius In Half Brick Thick Walls Built In Built In Cm 1:4 Complete All As Specifed And Directed , Material And Labour For 18 To 20Mm Thick Granite Granite Stone Slab (Of Any Type) Work (Table Rubbed And Polished) Granite (Of Any Type) Work For Wall Lining (Veneering To Wall) 12Mm Thick In Cement Mortar (1:3) And Pointing With White Cement (1:2) Using Marble Dust With Admixture Of Pigment To Match With Shade Of Granite Slab Including Grinding The Edges Half Round Etc Complete All As Specified And As Directed , Material And Labour For Formwork With Square / Rectangular Pillars, Posts, Struts, Piers, Columns And, Ftg Etc, Stanchions With Rough Finished Surface Of Concrete Etc Complete All As Specified And As Directed , Material And Labour Tmt Bar 10Mm Dia And Over Cut To Length Bent To Shape Required Including Cranking, Bending Spirally For Hoping For Columns Hooking Ends And Binding With & Including Mild Steel Wire (Annealed) Not Less Than 0.9Mm Dia Or Securing With Clips Complete All As Specified And As Directed , All As Per Item No 21 Above But 5Mm Dia And Over Upto And Including 10Mm Dia In Stirrups, Spacers And Binders Etc Complete All As Specified And As Directed , Material And Labour For Structural Steel Work With Rolled Mild Steel Sections As In Main And Cross Beams, Hip And Jack Rafters, Trusses, Purlins Where Connected To Common Rafters And Running Rails And Guides For Sliding Doors; Fixed With Angle Cleats Or Other Connecting Plates Conforming To Fe-290 (Gde E-165) Quality A Complete All As Specified And Directed. , Supply And Fix Pre-Painted Hot Dip Aluminium Zinc Alloy Metalic Coated Trapezoidal Profile Steel Sheet 0.50Mm Thick (Total Coated Thickness), Any Patteren Corresponding To Is 15965: 2012 Of Durability Class 3, Four (4) Coat Atmospheric Classification Category 3, Coating Class Az 150 Of An Approved Colour Havingb Yield Strength Of 550Mpa As In Roof Covering/Wall Cladding, Fixed With Self Tapping Screws As Complete All As Specified And As Directed. , Supply And Fix Pre-Painted Hot Dip Aluminium Zinc Alloy Metalic Coated Trapezoidal Profile Steel Sheet 0.50Mm Thick (Total Coated Thickness), Any Patteren Corresponding To Is 15965: 2012 Of Durability Class 3, Four (4) Coat Atmospheric Classification Category 3, Coating Class Az 150 Of An Approved Colour Havingb Yield Strength Of 550Mpa As In Roof Covering/Wall Cladding, Fixed With Self Tapping Screws As Specified And As Directed Note: To Be Executed For Provison Of Ridges And Hips, Valley Etc Complete All As Specifed And As Directed , Material And Labour For Machine Presssd Pre-Cast Concrete Interlocking Coloured Paving Block Of Glass Fibre Reinfoced Glossy Finished Vibro Compacted Any Shape And Size Confirming To Is-15658-2006 Of 60 Mm Thick, M-35 Grade To Match With Grey Cement And Pigment Etc Complete All As Specified And As Directed , Supply And Fix Exterior Grade, Coloured Glossy Finish Rubber Pressed, Cement Concrete Designer Chequered Tiles Of Size 30Cm X 30Cm X 25Mm Thick Set, Jointed And Pointed In Neat Cement Slurry With Grey Cement And Pigment To Match The Shade / Colour / Matrix Of Tiles Over Etc Complete All As Specified And Directed. , Material And Labour For Heavy Duty Parking Tiles Size 300Mm X 300 Mm X 10 Mm Thick White Cement And Pigments Of Approved Maked Jointed With Cement Slurry And Pointed With White Cement Mixed With Pigment To Match With The Tiles Complete All As Specified And Directed. , Material And Labour For Machine Cut Kota Stone Slab Flooring 20-25Mm Thick Over Cement Screed Base Laid And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab Including Rubbing And Mirror Polishing Incl Cutting Edges Etc Etc Complete All As Specified And As Directed Complete All As Specified And As Directed , Material And Labour For Machine Cut Kota Stone Slab 18-20 Mm Thick In Riser Of Steps, Skirting, Dado And Pillar Laid Over Cement Screed And Jointed With Including 10Mm Thick Rendering In Cm 1:4 Etc Set And Jointed In Neat Cement Slurry Complete All As Specified And Directed. , Material And Labour For Screed Bed Or Bedding Layer Of Mortar 15 Mm Thick In Cm 1:6 For Laying Floor Finishes Etc Complete All As Specified And As Directed , Material And Labour For 100Mm Thick Cement Concrete 1:2:4 Type B-2 (Using 40Mm Graded Stone Aggregate ) As In Flooring, Hardstanding Complete All As Specified And Directed. , Material And Labour For 100 Mm Thick Plain Cement Concrete 1:4:8 Type D2 (Using 40Mm Graded Stone Aggregate) In Foundation, Floor Etc Complete All As Specified And Directed. , Material And Labour For 25 Mm Thick Plain Cement Concrete (1:2:4) Type B0 (Using 12.5 Mm Graded Crushed Stone Aggregate) As In Floor Finished Rough To Receive Tiles Complete All As Specified And As Directed. , Material And Labour For Rendering 15 Mm Thick In Cm (1:4) On Fair Faces Of Brick Work Or Concrete Surface Finsihed Even And Smooth (Without Using Extra Cement) Etc Complete All As Specified And As Directed , Material And Labour For Rendering For Ceiling 5 Mm Thick In Cm 1:3 On Fair Faces Of Brick Work Or Concrete Surface Finished Even And Smooth Without Using Extra Cement Etc Complete All As Specified And As Directed , Material And Labour For Rendering 15 Mm Thick In Cm (1:4) On Fair Faces Of Brick Work Or Concrete Surface Finsihed Even And Smooth (Without Using Extra Cement) Mixed With Water Proofing Compound As Per Manufacture Instruction Etc Complete All As Specified And As Directed Notes : Wpc Shall Be Measured And Paid Seperately , Material And Labour For Preparing New Plastered Surface Of Wall And Applying Two Coat Of Cement Base Paint Ove A Coat Of Cement Primer Etc Complete All As Specified And As Directed , Material And Labour For Preparation New Plastered Surface Of Wall And Applying Two Coats Of 100% Premium Acrylic Emulsion Paint Having Voc Less Than 50 Gm/Litre And Uv Resistance As Per Is 15489:2004, Alkali & Fungal Resistance (Apex Ultima), Dirt Resistance Exterior Paint Of Required Shade (Company Depot Tinted) With Silicon Additives @ 1.43 Litre/ 10 Sqm Over And Including Priming Coat Of Exterior Primer Applied @ 0.90 Litre/ 10 Sqm Over New Surfaces. Etc Complete All As Specified And As Directed , Material And Labour For Preparation Of Newly Plastered Surface Of Ceiling And Applying Three Coats Of White Wash Including Preparation Complete All As Specified And As Directed. , Complete Removal Exising Treatment By Means Of Wire Brushing, Sand Paper, Manually Or Mechanically Up To Visible Of Plastered Surface Incl Rubbing And Washing Etc Complete All As Specified And As Directed , Material And Labour For Preparation Of Old Plastered Surface Of Wall And Applying Two Coat Of Cement Base Paint Etc Complete All As Specified And As Directed , Material And Labour For Preparation Old Plastered Surface Of Wall And Applying Two Coats Of 100% Premium Acrylic Emulsion Paint Having Voc Less Than 50 Gm/Litre And Uv Resistance As Per Is 15489:2004, Alkali & Fungal Resistance (Apex Ultima), Dirt Resistance Exterior Paint Of Required Shade (Company Depot Tinted) With Silicon Additives @ 1.43 Litre/ 10 Sqm Over And Including Priming Coat Of Exterior Primer Applied @ 0.90 Litre/ 10 Sqm Over New Surfaces. Etc Complete All As Specified And As Directed , Material And Labour For Preparation New Of Previously Un Treated Steel And Iron Surface Of Any Description, Over 10 Cm In Width Or Girth , Not Otherwise Described And Painting With Two Coats Of Synthetic Enamel Paint Over A Coat Of Red Oxide Primer Etc Complete All As Specified And As Directed , Supply And Fix 110 Mm Pvc, Swr Pipes, Single Socketed In Any Length With Rubber Ring Joint Fixed To Walls/Floor Etc Etc Complete All As Specified And Directed , Supply And Fix 75 Mm Pvc, Swr Pipes, Single Socketed In Any Length With Rubber Ring Joint Fixed To Walls /Floor Etc Complete All As Specified And Directed , Supply And Fix Pvc Bends (Any Radius) Of 110Mm Dia With Access Door Etc Complete All As Specified And As Directed , Supply And Fix Pvc Bends (Any Radius) Of 75Mm Dia With Access Door Etc Complete All As Specified And As Directed , Material And Labour For Spraying Antiweed / Non Toxic Solution / Chemicals Containing Glyphosate As Per Manufacture Instructions And Removing The Weed Including The Roots After Ensuring Complete De-Germification Of Palnt/Weed And Cutting Down The Plant/Trees Off From Roof/Top Sides Of External Walls Of Bldgs, In Chajjas, Wall Junctions, Junctions Of Gi/Ci/Ac/Pvc Pipes And Taking Out Roots Entered In Wall/Slabs, Including Making Good The Surface Using Plain Cement Concrete 1:2:4 Type B1 Or Cement Mortar (1:2) Or Brick Work In Cm(1:4) Plastered With Cm(1:4) To Match With Existing Surface And Repairing The Pipes And Joints Which Was Affected By Cutting Down/Taking Out Process All As Specified And As Directed For Plants / Trees Located In The Buildings At Any Height Of Bldgs, Complete All As Specified And Directed. , Maintenance/Cleaning Of Masonry Of Concrete Drains ( Cross Sectional Area Not Exceeding 1.20 Sqm) By Desilting Of All Deposited Soil/Silts And Other Materials Including Removing All Vegetation From Side And Bottom Of Drains To A Distance Exceeding 250M And Not Exceeding 500M And Depositing In Layers Not Exceeding 25Cm Thick Complete To The Original Shape Of Drains And Free Flow Of Water And Complete All As Specified And Directed.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Statutory Bodies & Commissions/Committees No of Bidders 3
Assam View Result →
8.
Public Administrative Department #11365394 AOC
Engage Of Gulfar Machine For Manhole Cleaning At Various Wards In Jalpally Municipality Under Municipal General Funds
Contract Date: Ref. Documents Contract Value : ₹ 2.38 Lakh
Local Bodies No of Bidders 1
Telangana View Result →
9.
Housing Urban and Rular Development #11339949 Technical Bid
Tender for annual maintenance Of Ephs In Sector 32 Ue Karnal Hiring Of Suction Jetting Machine Cleaning Of Manhole At Various Location Complete In All Respect Ac Rs 1.69 Lacs
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 2
Haryana View Result →
10.
Agriculture #11333050 Technical Bid
Tender For Fabrication And Erection -- 1 Boiler 2 Dismantling, Fabrication, Erection Of Leak Proof Dampers At Pa, Sa,Fd & Id Fans 3 Dismantling, Fabrication & Erection Of Air Heater Outlet Top Plate. 4 Dismantling, Fabrication, Erection Of Ro Water Storage Tanks Canopy And Railing. 5 Dismantling, Fabrication & Erection Boiler Furnace Ash Discharge Hopper 6 Dismantling, Fabrication & Erection Of Air Heater Outlet Bottom Plate. 7 Dismentling , Fabrication Erection Of Rotory Bagasse Feeder Casing 8 Dismentling , Fabrication Erection Of Belt Conveyor Structure 9 Dismantling, Fabrication & Erection Of S.A. Fan Foundation 10 Dis, Fabrication And Erection Work Of Expansion Bellows At Fd, Id, Esp, Economizer, Aph 11 Ducting Work With Structure 12 Strengthening Of Ducting Of Boiler. 13 Dismantling, Fabrication & Erection Of F.D. Fan Foundation 14 Dis, Fabrication And Erection Of Id Fan Upper & Lower Casing 15 Dis, Fabrication And Erection Of F.D. Fan Upper & Lower Casing 16 Dismantling, Fabrication & Erection Of Drum Type Rotary Bagasse Feeder (With Shaft) 17 Dismantling, Fabrication & Erection Of Screw Feeder 18 Dismantling, Fabrication & Erection Of Screw Feeder Casing. 19 Fabrication & Erection Of Man Hole 24”X24” 20 Dis., Fab & Erecting Of Aph Tubes (Replacement) 21 Dis, Fab & Erection Of R.O Plant Pressure Vessel Stand 22 Fab & Erection Of Fire Fighting Pipe Line Including Valves, Bends, Flange & Support ( Using New Pipeline & Old Drum To Drum Tubes) 23 Travelling Grate Front Side Ash Discharge Plate Dis, Fab & Erection With Structure 24 Fab & Erection Of Travelling Grate Rear Plate Flange (Flange Type ) 25 Fabrication & Erection Of Pneumatic Spreader Assembly From 10 Mm Thk. S.S. Plate With Fabrication & Erection Of Deflector Plate From 20Mm Thk. S.S. Plate With Top & Bottom Flange 26 Dismantling Of Old Pneumatic Spreader Assembly & Internal Deflector Plate 27 Dismantling & Fitting/ Replacement Of Id Fan Impeller 28 Fabrication & Erection Of Id Fan Suction Bend 29 Fabrication & Erection Of Id Fan Suction Cone 30 Fabrication & Erection Of Plate & Spindle Type Damper With Flanges 31 Dismantling, Fabrication & Erection Of Rotary Soot Blower 32 Dismantling, Fabrication & Erection Of Long Retractable Soot Blower 33 Dismantling, Fabrication & Erection Of Economizer L.H.S. & R.H.S From 6 Mm Thk. M.S. Plate With Strengthening From 65 X 65 Angles 34 Fabrication & Erection Of 1.5 Kg/Cm2 Prds, Exhaust & Vapour Pipeline From 10Mm Thk. M. S. Plate 35 Fabrication & Erection Of 1.5 Kg/Cm2 Prds, Exhaust & Vapour Pipeline Drains 36 Dismantling, Overhauling And Fitting 1.5 Kg/Cm2 New Prds(25 Tph) 400 N.B Valve 37 Dismantling, Fabrication & Erection Of New Bagasse Discharge Chute At Return Bagasse Carrier With Gate Arrangement Complete Set In All Respect 38 Fabrication And Erection Of Boiler Outlet/Economizer Hopper 39 Fabrication And Erection Of Water Monitor On Fire Fighting Line 40 Fabrication And Erection Of Fd Fan Suction Cone 41 Replacement Of Travelling Grate Skid Rail 42 Boiling House 43 Platform Work At Various Stations Such As Mill House, Boiler, Turbine, Cranes, Boiling House, C/F House Etc. If Required Anywhere With Structure Strengthening 44 Dismantling , Fabrication & Erection Of Foundation Of Pump & Motor 45 Fitting Of Motor 46 Repairing Of Exhaust Valve 47 Fab & Erection Of Double Filtration System For Quad & Water Inlet Pipe In Pan Condenser. 48 Arrangement For Lifting Of Vaccum Filtered Drums-3 Nos 49 Replacement Of Exhaust And Vapour Valves In The Boiling House. Dis 50 Replacement Of Exhaust And Vapour Valves In The Boiling House Erec- 51 Fabrication Of Electric Motor Cover. 52 Strengthening Of Vapour Pipe Inside & Outside With Angle Iron Rings/ M.S.Plate. 53 Manhole Work In Vapour Pipes/Headers 54 Modification In Bagacillo Chimney 55 Replacement Of Vapour Pipe. A) Dis 56 Replacement Of Vapour Pipe. B) Fab 57 Replacement Of Vapour Pipe. C) Ere 58 Exhaust And Injection Pipeline A) Dis 59 Exhaust And Injection Pipeline B) Fab 60 Exhaust And Injection Pipeline C ) Ere 61 Replacement Of V.Pipe Bends Dis 62 Exhaust & Injection Bends Fab- 63 Exhaust & Injection Bends Erec. 64 Dis,Fab & Ere Of Final Molasses Pipeline 65 Dis,Fab & Ere Of Suction Pipe For Injection, Ct Pump 66 Fab & Erection Of M.S. Vessels, Square & Rectangular Tank 67 Increase Of Shell Height With All The Fitting And Accessories Work. 68 Dis, Fab & Erection Of M.S.Plate Work 69 Dis,Cleaning & Ere Of Pipeline (Juice, Massecuite, Srrup, Molasses Etc) 70 Dis,Fab & Ere Of Coil(Water,Juice,Ammonia,So2Etc) 71 Fab And Erection Of Motor Bed 72 Dis,Fab & Ere Of Nrv For Injection, Turbine, Spray Etc 73 Saveall Of Pan,Quad Dis 74 Saveall Of Pan,Quad Fab 75 Saveall Of Pan,Quad Ere 76 Unloading Of Material From Truck (Ms, Ss, Ci, Acc Etc) 77 Dis, Fab & Ere Of Jay Pipe 78 Fitting Of Baffle Plates 79 Dismantling, Fabrication & Erection Of Belt Conveyor Structure 80 Clarifier Coil Work A) Dismantling 81 Clarifier Coil Work (B) Fabrication 82 Clarifier Coil Work ( C) Erection 83 Dismantling, Fabrication & Erection Of Perforated M.S Plates Of Direct Contact Juice Heaters. 84 Dismantling , Fabrication & Erection Of Strainers Of Injection, Spray , C.T Pumps. 85 Dismantling, Erection (With Alignment) Of Planetary Gear Box Of Crystallizers. 86 Nozzles Of Spray Pond, Condenser. 87 Dismantling (Each Nozzle) 88 Fitting (Each Nozzle) 89 Replacement Of Double Beat Valve 90 Dismantling , Fabrication & Erection Of Exhaust Valve Casing 91 Opening & Fitting Of Juice Heater Covers 92 Dismantling & Fitting Of S.S Tubes In Juice Heater & Evaporator Body 93 Dismantling, Fabrication & Erection Of Mud Mixture Conveyor 94 Dismantling, Fabrication & Erection Of Mud Mixture Casing 95 Dismantling, Fabrication & Erection Of Down Take Umbrella Of Pan 96 Replacement Of 3’’ Coil Of Vertical Crystallizer 97 Gutter Work (Bigger Side Will Be Treated As Dia.) 98 Gutter Work Dismantling 99 Gutter Work Fabrication 100 Gutter Work Erection 101 Jammed Tube Falling Film Evaporator 102 Replacement Of Sluice Valve 103 Fabrication / Strenghting Of Beam, Vessel, Pipe, Channel, Angle Etc. 104 Dis, Fabrication & Erection Of 7 Kg/Cm2 Prds Pipeline 105 Dis, Fabrication & Erection Of 7 Kg/Cm2 Prds Pipeline Drains 106 Replacement Of Readymade Bend 107 Replacement Of Ammonia Pipe Of Pan & Quad 108 Replacing Of Worn Out Brass Zig Zags & S.S Screens Of Vacuum Filter 109 Dismantling, Fabrication & Erection Of M.S Plate ( As Required) 110 Dismantling Of Existing Syrup Sulphitor & Shifting To Scrap Yard 111 Dis., Fab & Erection Of Save All Cone Of Evaporator And Pans 112 Dismantling, Installation And Alignment Of Reduction Gear Box. 113 Dismantling, Fab & Erection Of Agitator 114 Fitting & Replacement Of Batch Type Machine 115 Fitting & Replacement Of Continuous Type Machine 116 Replacement Of Exhaust Balloon 117 Replacement Of Savall Of Quad And Pan 118 Replacement Of Screw Type Arm Of Crystallizer 119 Replacement Of Drive Of Vertical Crystallizer 120 Replacement Of Tube Of Quad And Juice Heater 121 Dis, Fab. & Erection Of Foundation For Clarifier Drive 122 Dismantling, Fabrication & Erection Of Cover Of S400 Semi-Kestner 123 Replacement Of S.S. Pipelines Including Pipe Fittings 124 Replacement Of Seamless Pipeline Including Pipe Fitting 125 Replacement Of Magma Mixer With Arm, Bracket & Gear 126 Dismantling, Fabrication & Erection Of Underground S.S. Pipeline For Condensate Water 127 Dismantling, Fabrication & Erection Of Cone As Per Requirement 128 Modification Of Bagasscillo Cyclone 129 Dismantling, Fabrication, Assembly And Trial Of Mechanical Circulator 130 Modification In Exhaust & Vapour Valve 131 Dismantling, Fabrication & Erection Of Spray Pond Header 132 Dismantling, Fabricaton & Erection Of Basket Housing Cover & Bottom Discharge Chute Of Centrifugal Machine 133 Dismantling, Fabrication & Erection Of Arms Of Clarifier 134 Dismantling, Fabrication & Erection Of Down Tape Of Evaporator Bodies 135 Fabrication & Erection Of Molasses Jacket For Batch Type C/F M/C 136 Hydraulic Testing Of Vertical Crystallizers Complete In All Respects 137 Dismantling, Fabrication & Erection Of Various Stations For Entrainment Catcher 138 Dismantling & Installation Of Super Heater In Boiling House 139 Dismantling & Installation Of Oil Cooler At Turbine 140 Dismantling, Fabrication & Erection Of All High Pressure Line Drains At Turbine 141 Replacement Of Cut Over Valve For Pan 142 Modification Work In Juice Line Below Quad Station 143 Dis., Fabrication & Erection Of Grit Conveyor 144 Dis., Fabrication & Erection Of Sugar Hopper 145 Dis., Fabrication & Erection Of M.S. Tank/Vessel 146 M.S. Pipeline Replacement 147 Dis., Fabrication & Erection Of Vapour/ Exhaust Line From Quad To Pan Station 148 Dismantling And Fitting Vapour/Exhaust Valve 149 Dismantling, Fabrication & Erection Of Bagassecillo Line 150 Dismantling, Fabrication & Erection Of Underground & Outside Pipeline Of All Sizes 151 Boiler/Turbine, Cooling Tower Sugar Godown/Workshop/Store/Cane Unloader & Factory 152 Fab & Erection Of Gate 153 Strengthning Of Tress Beams,Vessel,Pipe With Channel,Angle,Pipe Etc Any Where 154 Fab & Erection Of M.S.Stair/Ladder Single Story 155 Fab & Erection Of M.S.Stair/Ladder Double Story 156 Dismantling, Fabrication & Erection Of Underground And Outside Pipeline Of All Sizes 157 Fabrication & Erection Of Nrv Of Ct Pump 158 Dismantling, Fabrication & Erection Of Turbine Silencer 159 Dismantling, Fabrication & Erection Of Cooling Tower Pipeline From Cooling Tower Of Turbine 160 Misc .Items. 161 M.S Pipeline Per Inch Dia//Ft/Length (A ) Dismentling Of Pipe Line. 162 Upto 1” Dia To 12’ Dia. 163 Above 12” 164 Fabrication Of Pipe Line From M.S.Plate Or Ready-Made Pipe Any Dia. 165 Erection Of Pipe Line Per Inch Dia/Ft/Length (I) Upto 1’ Dia To 166 Erection Of Pipe Line Per Inch Dia/Ft/Length (Ii. Above 12” Dia 167 M.S.Pipe Accessories Work, Dismantling Of Bends, Tee, Reducder, Cross, Elbow, Nipple, Nozzle, Flanged, And Bends. (Per Inch Dia/Ft/Length ) (A) Upto 1”Dia To 12” Dia 168 M.S.Pipe Accessories Work, Dismantling Of Bends, Tee, Reducder, Cross, Elbow, Nipple, Nozzle, Flanged, And Bends. (Per Inch Dia/Ft/Length (Ii.) Above 12” Dia. 169 Fabrication Of Bends, Tee, Reducer Etc.-(P.Inch Dia/Ft) (I) Upto 1”Diato 12” Dia 170 Fabrication Of Bends, Tee, Reducer Etc.-(P.Inch Dia/Ft) ( Ii) Above 12\ Dia.. 171 Erection Of Bends, Tee Etc.(Per Inch Dia/Ft/Length) (I) Upto 1” Dia To 12” Dia 172 Erection Of Bends, Tee Etc.(Per Inch Dia/Ft/Length) Ii) Above 12” Dia 173 Valve Work 174 Dismantling Of Valves, (Per Inch Dia/Pc) Upto 1” Dia To 12” Dia 175 Dismantling Of Valves, (Per Inch Dia/Pc) Above 12” Dia 176 Erection Of Valve 177 Dismantling Of Valves ,(Per Inch Dia/Ft/Length) (I) Upto 1” Dia To 12” Dia 178 Dismantling Of Valves ,(Per Inch Dia/Ft/Length( Ii) Above 12” Dia 179 Plateform Work (Per Sft) 180 I) Dismantling 181 Ii) Fabrication And Erection 182 A) Patch Work With Old Material. 183 B) Patch With New Material . 184 Purling In Work.(Per Rft) (I) Dismantling 185 Fabrication & Erection 186 Cutting Of Old Flange Repairing For Reuse & Fitting 187 Dis, Fabrication And Erection Of Distance Piece 188 Mill House 189 Replacement Of Ms Plate Work, Weak Portion Of Cane Carrier, Chopper, Leveller, Fibrizer, Bagasse Elevator, Mbc,Rbc,Bc Etc A) Dismantling 190 Replacement Of Ms Plate Work, Weak Portion Of Cane Carrier, Chopper, Leveller, Fibrizer, Bagasse Elevator, Mbc,Rbc,Bc Etc B) Fabrication 191 Replacement Of Ms Plate Work, Weak Portion Of Cane Carrier, Chopper, Leveller, Fibrizer, Bagasse Elevator, Mbc,Rbc,Bc Etc C) Erection 192 Hc Flat Replacement Angle, Beam & Channel. 193 Dismantling, Fitting & Alignment Of C-Channel & Teflon Runner Of Rake Carriers . 194 Fabrication & Erection Of Trpf Cover 195 Dismantling, Fabrication & Erection Of Guide(Salami) 196 Dismantling, Fabrication & Erection Of Trough Of Bagasse Carriers 197 Dismantling, Fabrication & Erection Of Bagaescillo Pipe 198 Fabrication & Erection Of Discharge Chute 199 Dismantling, Fabrication & Erection Of Be,Mbc & Rbc Trough 200 Dismantling, Fabrication & Erection Of Be,Mbc & Rbc Side Plate 201 Dismantling, Fabrication & Erection Of Discharge Chute Of Mbc Belt Conveyor 202 Dismantling, Fabrication & Erection Of Foundation Bed Of Pump, Motor, Gear Boxes 203 Fabrication & Erection Of Weak Portion Of Cane Unloader Bridge, Trolley Etc 204 Dismantling,Fabrication & Erection Of Square Bar Of Cane Unloader 205 Dismantling Of Old Rotary Screen Between Mill 1 & Mill 2. 206 Modification In The Mbc Chain As Per New Rbc Belt System. 207 Dismantling Of Complete Rbc Structure. 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11.
Public Administrative Department #11325176 AOC
Tender For Dismantling Doors, Windows And Clerestory Windows (Steel Or Wood) Shutter Including Chowkhats, Achitrave, Holdfasts Etc. Complete And Stacking Within 50 Metres Lead: (Dsr No. 15.12) , Of Area 3 Sq. Metres And Below (Dsr No. 15.12.1) , Dismantling Of Flushing Cistern Of All Types (C.I./Pvc/Vitrious China) Including Stacking Of Useful Materials Near The Site And Disposal Of Unsericeable Materials Within 50 Metres Lead. (Dsr No. 15.52) , Dismantling W.C. Pan Of All Sizes Including Disposal Of Dismantled Materials Including Malba All Complete As Per Directions Of Engineer-In-Charge. (Dsr No. 14.82) , 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 No. 15.56) , 6 Mm Cement Plaster 1:3 (1 Cement : 3 Fine Sand) Finished With A Floating Coat Of Neat Cement And Thick Coat Of Lime Wash On Top Of Walls When Dry For Bearing Reinforced Cement Concrete Slabs And Beams. (Dsr No. 13.17) , Disposal Of Buidling 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 No. 15.60) , Dismantling G.I. Pipes (External Work) Including Excavation And Refilling Trenches After Taking Out The Pipes, Manually/ By Mechanical Means Including Stacking Of Pipes Within 50 Metres Lead As Per Direction Of Engineer-In-Charge: (Dsr No. 15.44) , 15 Mm To 40 Mm Nominal Bore (Dsr No. 15.44.1) , Dismantling Stone Slab Flooring Laid In Cement Mortar Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead. (Dsr No. 15.25) , 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 Tuch Ups, Including Rubbing, Curing, Moulding And Polishing Of Edges To Give High Gloss Finish Etc. Complete At All Levels (Dsr No. 8.2) , Granite Stone Slab Of Colour Black, Cherry/Ruby Red (Dsr No. 8.2.2) , Area Of Slab Over 0.50 Sqm (Dsr No. 8.2.2.2) , Regarding Terracing Of Md Phaska Covered With Tiles Or Brick, In Cement Mortar By Dismantling Tiles Or Bricks, Removing Mud Plaster, Preparing The Surface Of Mud Phaska To Proper Slope, Relaying Mud Plaster Gobri Leaping And Tiles Or Bricks, Grouted In Cement Mortar 1:3 (1 Cement : 3 Fine Sand), Including Replacing Unserviceable Tiles Or Bricks With New Ones And Disposal Of Unseviceable Material To The Dumping Ground (The Cost Of The New Tiles Or Brick Excluded), All Complete As Per Direction Of Engineer-In-Charge (Dsr No. 14.13) , 12 Mm Cement Plaster Of Mix: (Dsr No. 13.1) , 1:4 (1 Cement: 4 Fine Sand) (Dsr No. 13.1.1) , Painting Top Of Roofs Wih Bitumen Of Approved Quality @ 17Kg Per 10 Sqm Impregnated With A Coat Of Coarse Sand At 60 Cudm Per 10 Sqm, Including Cleaning The Slab Surface With Brushes And Finally With A Piece Of Cloth Lightly Soaked In Kerosene Oil Complete: (Dsr No. 12.15) , With Residual Type Petroleum Bitumen Of Grade Vg- 10 (Dsr No. 12.15.1) , Flush Pointing With Cement Mortar 1:3 (1 Cement : 3 Fine Sand) Mixed With 2% Of Integral Water Proofing Compound By Weight Of Cement For Flat Tile Bricks On Top Of Mud Phaska (Dsr No. 14.18) , With F.P.S. Brick Tiles (Dsr No. 14.18.1) , 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 : (Dsr No. 12.21) , In 75X75 Mm Deep Chase (Dsr No. 12.21.1) , Making Khurras 45X45 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 X 1M 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 No. 12.22) , Providing And Fixing Pvc Door Frame Of Size 50X47 Mm With A Wall Thickness Of 5 Mm (± 0.2 Mm), Made Out Of Single Piece Extruded Pvc Profile, With Mitred Cut Joints And Joint With 2 Nos. Of Pvc Bracket Of Size 190 Mm X 100 Mm Long Arms Of Cross Section Size 35 X 15 Mm & Self Driven Self Self Taping Screws, The Vertical Door Profiles To Be Reinforced With 40X20 Mm M.S. Rectangular Tube Of 0.8 Mm, Including Providing Epdm Rubber Gasket Weather Seal Throughout The Frame, Including Jointing 5 Mm Pvc Frame Strip With Pvc Solvent Cement On The Back Of The Profile. The Door Frame To Be Fixed To The Wall Using 8 X 100 Mm Long Anchor Fasteners Complete, All As Per Manufacturers Specification And Direction Of Engineer-In-Charge. (Dsr No. 9.141) , 35 Mm Thick Factory Made Solid Panel Pvc Door Shutter, Made Out Of Single Piece Extruded Solid Pvc Profiles, 5 Mm (± 0.2 Mm) Thick, Having Styles & Rails (Except Lock Rail) Of Size 95 Mm X 35 Mm X 5 Mm, Out Of Which 75 Mm Shall Be Tapered (On Both Side), Having One Side Thickness Of 15 Mm Integrally Extruded On The Hinge Side Of The Profile For Better Screw Holding Power, Including Reinforcing With Ms Tube Of Size 40 Mm X 20 Mm X 1 Mm, Joints Of Styles & Rails To Be Mitered Cut & Joint With The Help Of Pvc Solvent Cement, Self Driven Self Tapping Screws & M.S. Rectangular Pipes Bracket Of Size 190 Mm X 100 Mm Of Cross Section Size 35 Mm X 17 Mm X 1 Mm At Each Comer, Single Piece Extruded 5 Mm Thick Solid Pvc Lock Rail Of Size 115 Mm X 35 Mm, Out Of Which 75 Mm To Be Flat And 20 Mm To Be Tapered At Both Ends, Having 15 Mm Solid Core In Middle Of Rail Section Integrally Extruded, Fixing The Styles & Rails With Thehelp Of Solvent And Self Driven Self Tapping Screws Of 125 Mm X 11 Mm, Including Providing 5 Mm Isngle Piece Solid Pvc Extruded Sheet Inserted In The Door As Panel, All Complete As Per Manufacturers Specialization And Direction Of Engineer-In-Charge (Dsr No. 9.142) , Decorative Finish (Wood Grained Finish) (Dsr No. 9.142.2) , Providing And Fixing G.I. Pipes Complete With G.I. Fittings And Clamps, Including Making Food The Walls Etc. Concealed Pipe, Including Painting With Anti Coorosive Bitumasic Paint, Cutting Chases And Making Good The Wall : (Dsr No. 18.11) , 20 Mm Dia Nominal Bore (Dsr No. 18.11.2) , Providing And Placing On Terrace (At All Floor Levels) Polythylene 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 No. 18.48) , Providing And Fixing Ist Quality Ceramic Glazed Wall Tile Conforming To Is: 15622 (Thickness To Be Specified By The Manufacturer), Of Approved Make, In All Coloures, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Enigneer-In-Charge, In Skirting, Risers Of Steps And Dados, Over 12 Mm Thick Bed Of Cement Mortar 1:3 (1 Cment : 3 Coarse Sand) And Jointing With Grey Cement Slurry @ 3.3 Kg Per Sqm, Includign Pointing In White Cement Mixed With Pigment Of Matching Shade Complete (Dsr No. 8.31) , Providing And Laying Polished Granite Stone Flooring In Required Desing And Patterns, In Linear As Well As Curvilinear Portions Of The Building Al 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 No. 11.56) , Polished Grantie Stone Slab Of Colour Black, Cherry/Ruby Red Or Equivalent (Dsr No. 11.56.1) , Removing White Or Colour Wash By Scrapping And Sand Papering And Preparing The Surface Smooth Including Necessary Repairs To Scratches Etc. Complete (Dsr No. 13.88) , Distempering With Ist Quality Acrylic Distemper (Ready Mixed) Having Voc (Volatile Organic Compound) Contents Less Than 50 Gram/Litre, Of Approved Brand And Manufacturer Including Applying Additional Coats Wherever Required To Achieve Even Shade And Colour (Dsr No. 13.81) , Old Work (One Or More Coats) (Dsr No. 13.81.1) , Finishing Walls With Textured Exterior Paint Of Required Shade: (Dsr No. 13.111) , Old Work (One Or More Coat Applied @ 1.67 Ltr/ 10 Sqm) On Existing Cement Paint Surface (Dsr No. 13.111.1) , Providing And Fixing Water Closet Squatting Pan (Indian Type W.C. Pan) With 100 Mm Sand Cast Iron P Or S Trap, 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 No. 17.1) , White Vitreous China Orissa Pattern W.C. Pan Of Size 580X440 Mm With Integral Type Foot Rests (Dsr No. 17.1.1) , Providing And Fixing White Vitreous China Pedestal Type Water Closet (European Type W.C. Pan) With Seat And Lid, Including Flush Pipe, With All Fittings And Fixtures Complete, Including Cutting And Making Good The Walls And Floors Wherever Required: (Dsr No. 17.2) , W.C. Pan With Isi Marked White Solid Plastic Seat And Lid (Dsr No. 17.2.1) , 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 Pipe, Spreaders With Unions And Clamps (All In C.P. Brass) With Waste Fitting As Per Is : 2556, C.I. Trap With Outlet Grating And Other Couplings In C.P. Brass, Including Painting Of Fittings And Cutting And Making Good The Walls And Floors Wherever Required: (Dsr No. 17.5) , Single Half Stall Urinal With 5 Litre P.V.C. Automatic Flushing Cistern (Dsr No. 17.5.1) , Providing And Fixing Urinal Partition 10Mm Thick High Stainless Steel Of Siz 1.5 X 2.75 Fixed In Position With Clams Holding The Steel Partition. All Exposed Edges To Be Grinded With Smooth Finish To The Entire Satisfaction Of Engineer-In-Charge Including Carriage Of Material To Site Of Work, To The Entire Satisfaction Of Engineer-In-Charge Including Carriage Of Material To Site Of Work (Fixed On Slopping Back Wall Before Fixing Ceramic Tiles) (Nsi) , Providing And Fixing Wash Basin With C.I. Brackets, 15 Mm C.P. Brass Pillar Taps, 32 Mm C.P. Brass Waste Of Standard Pattern, Including Painting Of Fittings And Brackets, Cutting And Making Good The Walls Wherever Require: (Dsr No. 17.7) , White Vitreous China Flat Back Was Basin Size 550X400 Mm With Single 15Mm C.P. Brass Pilar Tap (Dsr No. 17.7.4) , Extra Over And Above Item No. 17.7.4 Of Dsr (Sr. No. 29) For Using Under Counter Washbasin Of Size 550 X 445 X 190 Mm As Per Archtechural Drawings, Code X0494 Or Parryware (Niagara) Model With Auto Closing Piller Cock System Code G 2013A 1 Of Parry Ware (Lapis Neo) With Adustable Brackets (Special For Under Counter) To Entire Satisfaction Of Engineer-In-Charge. (Nsi) , 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 No. 17.31) , Providing And Fixng 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 No. 17.16A) , Providing And Fixing P.V.C. Waste Pipe For Sink Or Wash Basin Including P.V.C. Waste Fittings Complete. (Dsr No. 17.28) , Semi Rigid Pipe (Dsr No. 17.28.1) , 32 Mm Dia (Dsr No. 17.28.1.1) , Providing And Fixing Ptmt Liquid Soap Container 109 Mm Wide, 125 Mm High And 112 Mm Distance From Wall Of Standard Shape With Bracket Of The Same Materials With Snap Fittings Of Approved Quality And Colour, Weighing Not Less Than 105 Gms. (Dsr No. 17.71) , Providing And Fixing Ptmt Towel Rail Complete With Brackets Fixed To Wooden Cleats With Cp Brass Screws With Concealed Fittings Arrangement Of Approved Quality And Colour. (Dsr No. 17.73) , 450 Mm Towel Rail With Total Length Of 495 Mm, 78 Mm Wide And Effective Height Of 88 Mm, Weighing Not Less Than 170 Gms. (Dsr No. 17.73.1) , Providing And Fixing Toilet Paper Holder: (Dsr No. 17.34) , C.P. Brass (Dsr No. 17.34.1) , Providing And Fixing C.P. Brass Bib Cock Of Approved Quality Conforming To Is:8931: (Dsr No. 18.49) , 15 Mm Nominal Bore (Dsr No. 18.49.1) , Providing And Fixing C.P. Brass Long Body Bib Cock Of Approved Quality Conforming To Is Standards And Weighing Not Less Than 690 Gms. (Dsr No. 18.51) , 15 Mm Nominal Bore (Dsr No. 18.51.1) , Providing And Fixing Ball Valve (Brass) Of Approved Quality, High Or Low Pressure, With Plastic Floats Complete: (Dsr No. 18.18) , 18 Mm Nominal Bore (Dsr No. 18.18.2) , Providing And Fixing Grab Rail Of Stainless Steel Pipe 1-1/4 And Fitting Of Grade Aisi 304 As Per Jis Standard 3448 Including Fitting And Fixing Or Pipe With Clamps At 1.00 M Spacing Including Cutting And Making Good The Walls Complete As Per Direction Of Engineer-In-Charge. (Nsi) , Providing And Fixing Aluminium Tower Bolts, Isi Marked, Anodised (Anodic Coating Not Less Than Grade Ac 10 As Per Is: 1868) Transparent Or Dyed To Required Colour Or Shade, With Necessary Screws Etc. Complete. (Dsr No. 9.97) , 200X10 Mm (Dsr No. 9.97.3) , Providing And Fixing Aluminium Hanging Floor Door Stopper, Isi Marked, Anodised (Anodic Coating Not Less Than Grade Ac 10 As Per Is: 1868) Transparent Or Dyed To Required Colour And Shade, With Necessary Screws Etc. Complete. (Dsr No. 9.101) , Twin Rubber Stopper (Dsr No. 9.101.2) , Providing And Fixing Of Superior Quality Heavy Duty Isi Marked Sanitary Napkin Vending Machine, Incinerator, Battery And Happy Days Pad Complete In All Respects (Nsi) , 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 No. 10.25) , In Gratings, Frames, Guard Bar, Ladder, Railings, Brackets, Gates And Similar Work (Dsr No. 10.25.2) , 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 No. 13.80) , Providing And Fixig Square-Mouth S.W. Gully Trap Clss 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 F Cover To Be Not Less Than 4.50 Kg And Frame To Be Not Less Than 2.70 Kg As Per Standard Design: (Dsr No. 19.4) , 100X100 Mm Size P Type (Dsr No. 19.4.1) , With Commom Burnt Clay F.P.S. (Non Modular Bricks Of Class Designation 7.5 (Dsr No. 19.4.1.1) , 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: (Dsr No. 19.2) , 150 Mm Diameter S.W. Pipe (Dsr No. 19.2.2) , 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 Floating Coat Of Neat Cement And Making Necessary Channels For The Drain Etc. Complete: (Dsr No. 19.21) , For Pipes 100 To 250 Mm Diameter (Dsr No. 19.21.1) , Providing And Fixing In Position Pre-Cast Reinforced Cement Concrete Manhole Cover And Frame Of Required Shape And Approved Quality. (Dsr No. 19.19) , L D- 2.5 (Dsr No. 19.19.1) , Rectangular Shape 600X450 Mm Internal Dimensions (Dsr No. 19.19.1.1) , Providing And Fixing Soap Dispensor And Fitting Complete In All Respects (Nsi) , Providing And Fixing Acralicsheet With Silver Remark Engraving Plate 12X18 In Position At Required Place To The Entire Satisfaction Of Engineer-In -Charge (Nsi) , Providing And Fixing Sun Board Printing With Lamination On 5Mm Sun Board Of Size 6 X 2 To Be Fixed At The Height Of 12 From Ngl, Leveled In Position To The Entire Satisfaction Of Engineer-In-Charge (Nsi) , Providing And Fixing Acrylic Sheet Of With Silver Remark Engraving Plate 12 X 12 In Position At Required Place To The Entire Satisfaction Of Engineer-In-Charge (Nsi) , Providing And Fixing Sun Board Printing With Lamination On 5Mm Sub Board Of Size 24 X 30 To Be Fixed At The Height Og 12 From Ngl, Leveled In Position To The Entire Satisfaction Of Engineer-In-Charge (Nsi) , Providing And Fixing 50 Watt Led Flood Light With Bracket Out Side On The Wall Complete In All Respects (Nsi) , Providing And Fixing Of Crompton Greeves 1 Hp Water Pump With Help Of Fasterners To Be Fixed At Site As Per Entire Satisfaction Of Engineer-In-Charge (Nsi) , Providing, Fixing And Installation Of Inverter With Battery Of Minimum Back Up Of 8 Hours Including The Cost Of Wiring, Switches Board Etc. Complete In All Respect To The Entire Satisfaction Of Iec Inverter (With 2 Year Warranty Period) Make Microtek/V-Guard/Luminious.Battery 12V/500H Tubular Battery Make Exide/Microtek/Luminious Etc (With 3 Year Warranty Period (Nsi) , Providing And Fixing Of 1.5 Mm Single Core Pvc Insulated Copper Cable For Wiring At Toilet Block. (Nsi) , Providing And Fixing Of 0.75 Mm Single Core Pvc Insulated Copper Cable For Earthing At Toilet Block (Nsi) , Providing And Fixing Of Led Round Concealed Light Complete Set Type 15 W Make: Crompton/Havells (Nsi) , Supplying And Fixing Metal Box Of Following Sizes (Nominal Size) On Surface Or In Recess With Suitable Size Of Phenolic Laminated Sheet Cover In Front Including Painting Etc. As Required (Nsi) , 75 Mm X 75 Mm X 60 Mm Deep (Nsi) , 100 Mm X 100 Mm X 60 Mmm Deep (Nsi) , 150 Mm X 150 Mm X 60 Mmm Deep (Nsi) , Supplying And Fixing Following Piano Type Switch/ Socket On The Existing Switch Box/ Cover Including Connections Etc. As Required (Nsi) , 5/6 Amps Switch (Nsi) , 3 Pin 5/6 A Socket Outlet (Nsi) , Supplying And Fixing Following Size/ Modules, Gi Box Alongwith Mdular Base & Cover Plate For Modular Switches In Respect As Required (Nsi) , 8 Module (125 Mm X 125 Mm) (Nsi) , Supply And Fixing Following Modular Switch/ Socket On The Existing Modular Plate & Switch Box Including Connections But Excluding Modular Plate Etc. As Required. (Nsi) , 3 Pin 5/6 A Socket Outlet (Nsi) , Providing And Fixing Ceiling Fan 1200Mm (48) Sweep Including All Accessories Complete To Entire Satisfaction Of Eic. Make: Crompton/ Usha/Khaitan/Bajaj (Nsi) , Providing And Fixing Led Tube Light Complete Set Type 36W, 1=4Ft, Make: Philips/Crompton/Havells (Nsi) , Providing And Fixing Of Exhaust Fan Of Double Ball Bearing 12 Sweep Including All Necessary Accessories Complete To Entire Satisfaction Of Eic. Make: Crompton/Havells/Bajaj/Gec (Nsi) , Wiring For Light Point/Fan Point/Exhuast Fan Point/Call Bel Point With 1.5 Sq. Mm. Frls Pvc Insulated Copper Conductor Single Core Cable In Plate, Suitable Gi Box And Earthing The Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Singlecore Cable Etc. As Required (Nsi) , 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. (Nsi) , Supplying And Fixing 5 Amps To 32 Amps Rating, 240/415 Volts, 10 Ka, C Curve, Miniature Circuit Breaker Suitable For Inductive Load Of Following Poles In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required. (Nsi) , Double Pole (Nsi) , Supplying And Fixing Metal Box Of Following Sizxes (Nominal Size) On Surface Or Inrecess With Suitable Size Of Phenolic Laminated Sheet Cover In Front Including Painting Etc As Required. (Nsi) , 200Mm X 150Mm X 100 Mm , Supplying And Fixing Following Modular Switch/Socket On The Existing Modular Plate & Switch Box Including Connections But Excluding Modular Plate Etc. As Required (Nsi) , 15/16 Annual Periodical Maintenance Switch (Nsi) , 6 Pin 15/16 Annual Periodical Maintenance Socket Outlet (Nsi) , Supplying And Fixing Following Way, Single Pole And Netural, Sheet Steel, Mcb Distribution Board Consumer Unit 240 Volts, On Surface/Reess, Complete With Timed Copper Bus Bar Netural Bus Bar, Earth Bus Bar, Hinged Front Acrylic Cover For The Mcb Knobs, Detachable Gland Plate, Interconnections, Phosphatized And Powder Painted Including Earthling Etc. As Required (But Without Mc/Pccb/Isolator) 2*4 Way (Nsi) , Note:- The Old Material To Be Recovered From Site Will Be Returned To The Department And Will Be Recorded In M.A.S. Register.
Contract Date: Jun 22, 2026 Contract Value : ₹ 3.51 Lakh
Local Bodies No of Bidders 3
Chandigarh View Result →
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13.
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 →
Haryana View Result →
Haryana View Result →
16.
Housing Urban and Rular Development #11313983 AOC
Tender for annual maintenance Of Ephs In Sector-3And 4, U.E. Kurukshetra. Hiring Of Suction Jetting Machine, Cleaning Of Manhole Complete In All Respect And All Other Works Contingent Thereto
Contract Date: Jun 23, 2026 Contract Value : ₹ 1.68 Lakh
Local Bodies No of Bidders 2
Haryana View Result →
17.
Housing Urban and Rular Development #11310662 Technical Bid
Tender for Manual Sweeping/Cleaning/Dusting Of All Types Of Covered Areas, Doors, Windows, Toilets,Coolers And All Types Of Fittings And Fixtures Of All Floors To Be Scrubbed And Well Cleaned Including Providing Handwash, Naphthalene Balls Etc. For Toilets And Phenyl, Washing Powder Etc. By Deputing Environmental Assistants Alongwith Supervisors With All Necessary And Safety Equipments. Vacuum Cleaning May Also Be Required At Some Locations. The Work Also Includes Collection & Disposal Of Garbage/Waste To Designated Dumping Ground All Complete As Per Direction Of Engineer-In-Charge. Note: - 1. Dumping Charges (If Any) And Cost Of Required Consumables As Mentioned Above Are Included In The Item And Nothing Extra Shall Be Payable On This Account. 2. Gps Photographs Of The Site (Each Building) After Cleaning Is Done, To Be Submitted To The Engineer-In-Charge For Every Cleaning Day For Which Nothing Extra Shall Be Payable. 3. Penalty At Double The Agreement Rate Will Be Imposed On The Agency For Non Satisfactory Cleaning, In Addition To Action As Per Other Terms And Condition Of The Agreement. 4. Any Challan Issued From Mcd, Cpcb, Ngtetc. For Non Cleaning/Dumped Garbage Etc. Shall Be Borne By The Agency/Contractor At His Own Construction , Manual Sweeping/Cleaning Of All Type Of Roads, Footpaths, Parking Area , Open Space Etc. By Deputing Environmental Assistants Alongwith Supervisors With All Necessary And Safety Equipments Including Collection And Disposal Of Garbage/Waste To The Designated Dumping Ground All Complete As Per Direction Of Engineer-In-Charge. Note: - 1. Dumping Charges (If Any) And Cost Of Required Equipments As Mentioned Above Are Included In The Item And Nothing Extra Shall Be Payable On This Account. 2. Gps Photographs Of The Site After Cleaning Is Done, To Be Submitted To The Engineer-In-Charge For Every Cleaning Day For Which Nothing Extra Shall Be Payable. 3. Penalty At Double The Agreement Rate Will Be Imposed On The Agency For Non Satisfactory Cleaning In Addition To Action As Per Other Terms And Condition Of The Agreement. 4. Any Challan Issued From Mcd, Cpcb, Ngtetc. For Non Cleaning/Dumped Garbage Etc. Shall Be Borne By The Agency/Contractor At His Own Construction , Providing & Supplying Of 20 Ltr. Bisleri/Aquafina/Kinley Water Jar For Drinking Purpose In Office As Per Direction Of Engineer-In-Charge. , Cleaning Of Terrace/Loft Water Storage Tank (Inside Surface Area) At All Heights With Coconut Brushes, Duster Etc., Removal Of Silt,Rubbish From The Tank And Cleaning The Tank With Fresh Water Disinfecting With Bleaching Powder @ 0.5Gm Per Litre Capacity Of Tank Including Marking The Date Of Cleaning On The Side Of Tank Body With The Help Of Stencil And Paint And Disposing Of Malba All Complete As Per Direction Of Engineer-In-Charge. (The Old Date Already Written On Tank Should Be Removed With Paint Remover Or Black Paint And If Date Is Not Written With The Stencil Or Old Date Is Not Removed Deduction Will Be Made @ Rs. 0.10 Per Litre) (If During Cleaning Any Gi Fittings Or Ball Cock Is Damaged That Is To Be Repaired By Contractor At His Own Cost And Nothing Extra Will Be Paid On This Account) Note: - 1. The Cleaning Of Tanks Is To Be Done Once In Year. 2. Water Sample Will Be Tested As Per Directions Of Engineer-In-Charge Before And After This Operation For Which Nothing Extra Shall Be Payable. 3. If Water Sample After Disinfection Fails, Remedial Measures Will Be Taken At The Cost Of Agency As Per Direction Of Engineer-In-Charge , 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 (2.5 Mm Thick) Wire Of High Tensile Strength Of 165 Kg/ Sq. Mm With Tape (0.52 Mm Thick) And Weight 43.478 Gm/ Metre (Cost Of M.S. Angle, Cement Concrete Blocks Shall Be Paid Separately) , 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. , Cleaning Of Running Sewer Line By Diesel Running Vehicle Mounting Hydraulic Operated High Pressure Jetting Sewer Cleaning Machine Fitted With 6000 Litres Water Jetting Tank Capacity Including Skilled Operator, Supervising Engineer Etc. For Cleaning Of Sewer Lines. Jetting Inside Sewer Line From One Manhole To Another By High Pressure Jetting System Of 2200 Psi For Sewer Line From 150 Mm Dia Upto 300 Mm , Total= 5,440,547.40 , After Multiplying Gst Factor Of 0.973= 5,293,652.62 , Add: Cost Index @ (-) 0.09% On Dsr Items Only (I.E. 4, 5 & 6)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 8
Delhi View Result →
18.
Public Administrative Department #11306280 AOC
To carry out various remaining development works at Vitthal Tupe Sports Complex Hadapsar=-ITEM NO : 1 Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means ( SSR Item No : 21.02 ) (PMC Bhavan ) Unique No (15202) Rate List Year (2024-2025) ITEM NO : 2 Transportation of material obtained from excavation including soil, rubble,bricks,RCC concrete, kerb stones, steel railing, iron pipes, channels etc. Obtained from excavation, dismantling, loading in a Truck of minimum 5 Cu M capacity or designed capacity and transporting within the municipal limits or any designated place, unloading, stacking or spreading of material etc. complete. ( SSR Item No : 2.39 ) (PMC ROAD ) Unique No (114) Rate List Year (2023-2024) ITEM NO : 3 Supplying hard murum/ kankar at the road site, including conveying and stacking complete. ( SSR Item No : 2.29a ) (PMC ROAD ) Unique No (103) Rate List Year (2023-2024) ITEM NO : 4 Spreading hard murum/ soft murrum/ gravel or kankar for side width complete ( SSR Item No : 2.30 ) (PMC ROAD ) Unique No (105) Rate List Year (2023-2024) ITEM NO : 5 Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. ( SSR Item No : 2.31 ) (PMC ROAD ) Unique No (106) Rate List Year (2023-2024) ITEM NO : 6 Providing and constructing Brick Masonry Inspection Chamber 90cm x 45cm x 90cm including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round G.S.W.pipes, Brick Masonry, plastering from inside and C.I. lid cover of 75Kilogramwith lid and frame fixed in cement concrete. ( SSR Item No : 42.11 ) (PMC Bhavan ) Unique No (15863) Rate List Year (2024-2025) ITEM NO : 7 Providing and constructing Brick Masonry Inspection Chamber 60cm x 45cm x 90cm including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round G.S.W. pipes, Brick Masonry, plastering from inside and with frame fixed in cement concrete with R.C.C. Cover medium duty 140Kilogramwith frame etc complete. ( SSR Item No : 42.12 ) (PMC Bhavan ) Unique No (15864) Rate List Year (2024-2025) ITEM NO : 8 Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, excluding GST lev-ied by GOI & GOM in all respect including inspec- tion charges, transport to departmental stores, unloading and stacking etc. complete as per IS-458/1988. N o t e : O n l y 8 5% r a t e i s p a y a b l e t i l l satisfactory hydraulic testing is given. The Bidder shall procure RCC pipes and chamber covers from following suppliers 1) M/S Sneh Precast 2) M/S Kalokhe pipes and precast industries 3) M/S Poona Concrete Company If bidder wish to supply RCC pipes and chamber covers other than above suppliers, then it is mandatory to take approval of supplier from concern department. Third party inspection of RCC pipes and chamber covers is mandatory and should be witnessed by EIL/IR CLASS/SGS. The cost of third party inspection should be borne by contractor. Class ‘NP-II 300 mm ( SSR Item No : 50.a vii ) (PMC Drainage ) Unique No (19058) Rate List Year (2024-2025) ITEM NO : 9 Providing and constructing on sewer line, B. B. masonry circular m a n h o l e w i t h c o n c e n t r i c cone 1.2 M dia. at bottom and 0.5 M dia. at top and upto a depth of 1.50 M with 23 cm. thick and 35cm thick brickwork for balanced depth in 230 X 100 X 75 mm brick masonry in CM 1:5 proportion plastering both inside and outside in CM 1:3 with cement finish, half round RCC pipe of required dia excluding excavation including PCC1:3:6 in bed 100 mm thick , haunches and channels in 1:2:4 proportion concrete, finishing channels in smooth rendering, providing 100 mm thick 1:2:4 coping on the top of the masonry & below frame including providing and fixing approved make and quality S.F.R.C. frame and cover of 56 cm dia. heavy duty 275 kg. etc. complete as directed by Engineerincharge. Note : The rate of this item isinclusive of hydraulic testing of chamber. Providing and constructing on sewer, B. B. masonry circular manhole with concentric cone (as per attached drawing no.1) ( SSR Item No : 56 ) (PMC Drainage ) Unique No (19206) Rate List Year (2024-2025) ITEM NO : 10 Providing & Applying External Textured Paint + Applying Waterproofing Coat as per below steps 1) Cleaning + crack filling 2) 1coat of Waterproofing Chemical 3) 1 Coat Apex Duracast CrossTex (2mm Thk) 4) 2 Coat of Professional Premium Exterior Emulsion Apex including claning and preparing the existing surface and scaffolding if necessary ( SSR Item No : 63.13 ) (PMC Bhavan ) Unique No (16702) Rate List Year (2024-2025) ITEM NO : 11 Providing and applying Two coats of wall care Putty on plastered surface and Ceiling and Walls to prepare surface even and smooth of approved make, etc complete. ( SSR Item No : 32.34 ) (PMC Bhavan ) Unique No (15466) Rate List Year (2024-2025) ITEM NO : 12 Water bound distemper : Providing and applying water bound distemper along with primer coats including scaffolding if necessary, cleaning and preparing the surface etc. complete Recommended companies: Asian, neroleck, Dulex ( SSR Item No : 63.1 ) (PMC Bhavan ) Unique No (16691) Rate List Year (2024-2025) ITEM NO : 13 Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge. Note:- (1) The elevational area of the scaffolding shall be measured for payment purpose. (2) The payment will be made once only for execution of all items for such works. ( SSR Item No : 46.42 ) (PMC Bhavan ) Unique No (1547) Rate List Year (2023-2024) ITEM NO : 14 House keeping : Cleaning Of Passage by wet and dry method including swipping, water, phenol, room freshener, acid and chemical cleaning, scrubber machine, Colin for glass cleaning, material and labour, etc. complete. ( including all windows, doors, tables etc. present in passage for one time cleaning) ( SSR Item No : 78.19 ) (PMC Bhavan ) Unique No (17191) Rate List Year (2024-2025) ITEM NO : 15 Providing and applying pearl/ luster finish paint of approved colour and shade to the existing plaster surface including scaffolding, preparing the surface, applying the acrylic wall putti etc. complete. ( SSR Item No : 35.23 ) (PMC Bhavan ) Unique No (15573) Rate List Year (2024-2025) ITEM NO : 16 Building (Bd-V : Water supply and sanitory fittings)Upvc sanitary pipes all 20 mm dia ( SSR Item No : 49.V-346 ) (PMC Bhavan ) Unique No (2314) Rate List Year (2023-2024) ITEM NO : 17 Flat back urinal-providing and fixing flat back urinal without flushing tank but including bracket for fixing urinals,inlet pipe,32mm dia pvc flush pipe and stop tap ,filling the gaps with white cement etc complete ( SSR Item No : 61.04 ) (PMC Bhavan ) Unique No (16484) Rate List Year (2024-2025) ITEM NO : 18 Building (Bd-V : Water supply and sanitory fittings)Gun Metal stop tap with crutch wheel 20mm ( SSR Item No : 49.V-31 ) (PMC Bhavan ) Unique No (17702) Rate List Year (2024-2025) ITEM NO : 19 Building (Bd-V : Water supply and sanitory fittings)Shower rose chromium plated brass 10cm ( SSR Item No : 49.V-177 ) (PMC Bhavan ) Unique No (17848) Rate List Year (2024-2025) ITEM NO : 20 Providing and fabricating structural steel work in rolled sections like joists, channels, angles, tees etc. as per detailed design and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted / bolted /welded connections without connecting plates, braces etc. and including one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade etc. complete. ( SSR Item No : 23.01 ) (PMC Bhavan ) Unique No (15297) Rate List Year (2024-2025) ITEM NO : 21 Providing and fixing colour coated Zincalume (R) AZ150 (min 150 gms/sq.mt. total on each side ) profiled sheets for roofing. The feed material is manufactured out of nominal 0.45 mm Base Metal Thickness ( BMT ) (0.5 mm TCT ), Hi-strength steel with min.550 MPa yield strength, metallic hot dip coated with Aluminium-Zinc alloy (55% aluminium 43.4% zinc 1.6% silicon)coat ( with inorganic pigment). The paint shall have a total coating thickness of nominal 35 um, comprising of nominal 25 um exterior coat on top surface and nominal 10 um reverse coat on back surface. Profile sheet shall have nom. 950-1050 mm effective cover width and nominal 25-30 mm deep ribs with subtle square fluting in the five pan at nominal 180-250 mm center tocenter. The end rib shall be designed for anti-capillary groove. and return leg. The feed material should have coil manufacturers product details marked a regular interval. Including fasteners with min. fastened with min. 25 um Zinc-Tin alloy coated, Hex head, self-drilling screw etc. complete. (weight of profile 4.52 Kilogram/Square Metre) with COLORBOND ( R ) steel quality super durable polyester paint ( SSR Item No : 38.34 ) (PMC Bhavan ) Unique No (1155) Rate List Year (2023-2024) ITEM NO : 22 Providing and laying in-situ M40 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant with scada as per approved mix design, admixtures, transporting to site, spreading, laying with skid vibrator,compacted and finished in a continuous operation, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. ( SSR Item No : 5.03 ) (PMC ROAD ) Item Spec : (MORTH 602) Unique No (175) Rate List Year (2023-2024) ITEM NO : 23 Providing and fixing 40mm diameter and 1.5 mm thick Stainless steel hand railing in S.S.304 Grade including fabricating ,fixtures, errecting, necessary welding, grinding, finishing, buffing to stainless steel pipe etc. complete ( SSR Item No : 40.6 ) (PMC Bhavan ) Unique No (15777) Rate List Year (2024-2025) ITEM NO : 24 Providing and fixing self supporting steel roofing system for a Godown or alike made up of structural grade steel sheet of 912 millimeter width ( tolerance +/- 2 millimeter ), moulded at site using mechanical press dies to the desired curve and shape to form 605 millimeter wide interlocking panels . The interlocking panels shall be pressed to close the seam forming water tight joints for a span of 15.30 meter having arch rise as 3.06 meter, arch length 17.75 meter. The base material made up of imported galvalume steel complying to ASTM A792 having base metal thickness of 0.80 millimeter ( tolerace + / - 0.02 millimeter ) with alloy coating AZ 150 and paint coating of regular modified polyster , top coat 25 micron and bottom coat 12 micron as per approved colour , including fixing hangers , clamps etc.as may be necessary of Proflex standard, including fixing sky light of millimeter thick polycarbonate sheet of size 2’ x 7’ and turbo ventilator of 24’’diameter to be installed at every 30 feet along the length of roof including finishing, testing and cleaning etc. complete. ( SSR Item No : 38.41 ) (PMC Bhavan ) Unique No (15662) Rate List Year (2024-2025) ITEM NO : 25 Providing and fixing machine cut mirror polished 18 mm to 20 mm thick telephone black granite / Amba White / Cat bary brown / RBI red / Ocean Brown granite stone partition with full moulding the edges etc. complete . Both side polish ( SSR Item No : 33.36 ) (PMC Bhavan ) Unique No (15504) Rate List Year (2024-2025) ITEM NO : 26 Providing and fixing steel window of various sizes as per detailed drawing without hot dip zinc coating, without ventilators, including fabricating / glazing with plain / obscured glass panels of approved type and quality, iron oxidised fixtures and fastenings, finishing with oil painting two coats complete (with guard bars 12 mm square at 10 cm c/c.) ( SSR Item No : 39.20 ) (PMC Bhavan ) Unique No (15694) Rate List Year (2024-2025) ITEM NO : 27 Providing and fixing in position. (as per I.S.1868 / 1982) Aluminium sliding window of two tracks with rectangular pipe having overall dimension 63.50 x 38.10 x 1.02 mm at weight 0.547 Kilogram/Running metre. and window frame bottom track sect ion 61.85 x 31.75 x 1.20 mm at weight 0.695 Kilogram/Running metre. Top and side track section 61.85 x 31.75 x 1.30 mm at weight 0.659 Kilogram/Running metre. The shutter should be of bearing bottom 40 x 18 x 1.25 mm at weight 0.417 Kilogram/Running metre. Inter locking section 40 x 18 x 1.10 mm at weight 0.469 Kilogram/Running metre. And handle section 40 x 18 x 1.25 mm at weight 0.417 Kilogram/Running metre. and top section 40 x 18 x 1.25 mm at weight 0.417 Kilogram/Running metre. As per detailed drawings and as directed by Engineer in charge with all necessary Aluminium sections fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5 mm thick plain glass with all required screws and nuts etc, complete. With colour Anodising with box. ( SSR Item No : 39.37 ) (PMC Bhavan ) Unique No (15711) Rate List Year (2024-2025) ITEM NO : 28 Providing structural steel work of rectangular hollow steel section for steel trusses, other similar trussed items like purlin and members with all bracing, gusset plates etc. as per detailed designs and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted/bolted/ welded connections and one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade complete. Spec. Number : As directed by Engineer-in-charge. ( SSR Item No : 23.11 ) (PMC Bhavan ) Unique No (15306) Rate List Year (2024-2025) ITEM NO : 29 BITUMINOUS CONCRETE WITH SCADA:- Providing and laying bituminous concrete using crushed aggregates of grading II, premixed with bituminous binder @ 6% per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 50 mm compacted thickness with specified grade of Bitumen,Excluding prime / tack coat. For Bitumen of specified grade -- USING Batch mix type hot mix plant with SCADA, Sensor Paver with scada, vibratory roller with scada.with Stone Dust filler with Stone Dust filler. (VG-30 bulk bitumen rates are considered ) ( SSR Item No : 3.48 ) (PMC ROAD ) Unique No (627) Rate List Year (2024-2025) ITEM NO : 30 Stamped Concrete :- Thin overlay approximately 1/32 to 5/16 (thicker application may be nessecery in some situations) of stamped concrete overlays over M-20 concrete of 100 mm thicksurface, interior, applied smooth,textured or stamped in various patterns and designs using stamps and seamless texture skins, then antiqued, chemically stained or integrally colored and sealed with the appropriate coating. Systems sealers or protective top coats according to the job conditions and specifications. (including the cost of M-20 concrete of 100 mm thickness) ( SSR Item No : 1.10 ) (PMC ROAD ) Unique No (204) Rate List Year (2023-2024) ITEM NO : 31 Providing fly ash brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etc. Complete ( SSR Item No : 27.13 ) (PMC Bhavan ) Unique No (15381) Rate List Year (2024-2025) ITEM NO : 32 Providing rough cast cement plaster externally in two coats with coloured cement finish to concrete/ brick/ stone masonry surfaces in all positions with base coat 12 to 15 mm. thick in C.M. 1:4 using gray cement and rough cast treatment 12 mm thick in proportion of 1:1 1/2:3 using colour pigment including scaffolding and fourteen days curing etc. complete. ( SSR Item No : 32.13 ) (PMC Bhavan ) Unique No (15446) Rate List Year (2024-2025)
Contract Date: Jun 22, 2026 Contract Value : ₹ 49.64 Lakh
Local Bodies No of Bidders 3
Maharashtra View Result →
19.
Housing Urban and Rular Development #11294085 AOC
Tender for annual maintenance Of Ephs In Sector 13 Ue Karnal Hiring Of Suction Jetting Machine Cleaning Of Manhole At Various Location Complete In All Respect Ac Rs 1.69 Lacs
Contract Date: Jun 15, 2026 Contract Value : ₹ 1.66 Lakh
Local Bodies No of Bidders 3
Haryana View Result →
20.
Public Administrative Department #11290947 Technical Bid
Tender for Cartage Of Malva, Silt, Sludge Kankar And Other Disposable Organic Material Etc. All Complete With Labour T&P Including Cartage Of 8 Km. (Chapter No.3 Si.No.8) , Cartage Of Earth/Malva Up To 90 Meters By Head Load (1 Chain Only) Including Loading & Unloading Etc. All Complete. (3-Chapter Sr..No.234) , Cartage Of Earth/Malva Up To 90 Meters By Head Load (2 Chain Only) Including Loading & Unloading Etc. All Complete. (3-Chapter Sr..No.234) , Cartage Of Earth/Malva Up To 90 Meters By Head Load (3 Chain Only) Including Loading & Unloading Etc. All Complete. (3-Chapter Sr..No.234) , Earth Work In Filling In Ordinary Soil (Loam, Clay Or Sand) Including, Lift Up To 1.50 M And Lead Up To 30M And Including Filling Watering And Ramming Of Excavated The Building And The Sides Of Foundation Trenches Or Into The Plinth And Removal And Disposal Of Surplus Earth As Directed By The Engineer-In-Charge Up To A Distance Of 8Km. Form The Foundation Trenches Including Royalty@ 9.00 Per Cum. (Chapter No.4 Pwd.Sch.-253(A)+ Cptr No. 3 1 To 8 Km.) , Earth Work In Excavation In Foundation In Ordinary Soil (Loam, Clay Or Sand) Including, Lift Up To 1.50 M And Lead Up To 30M And Including Filling Watering And Ramming Of Excavated The Building And The Sides Of Foundation Trenches Or Into The Plinth And Removal And Disposal Of Surplus Earth As Directed By The Engineer-In-Charge Up To A Distance Of 30 M Form The Foundation Trenches. (Rate Including Royalty Of Earth Also) (4-Chapter Si.No.1) , Earth Work In Excavation In Foundation In Ordinary Soil Mixed With Moorum Shingle Kankar Requiring The Use Of Special Tools And Plants Such A Pick Axes Subbals Etc. Including, Lift Up To 1.50 M And Lead Up To 30M And Including Filling Watering And Ramming Of Excavated The Building And The Sides Of Foundation Trenches Or Into The Plinth And Removal And Disposal Of Surplus Earth As Directed By The Engineer-In-Charge Up To A Distance Of 30 M Form The Foundation Trenches. (Rate Including Royalty Of Earth Also) (4-Chapter Si.No.1) , Extra For Earth Work In Embankment Mechanically Compacted To 98% Proctor Density Ln Ordinary Soil, Excavation To Be Done Form Of Regular Pits Not Exceeding 0.5Mtr In Depth And Work In Embankment To Be In 20Cm Layer Including Ramming And Dressing Pulverization Surfacing Including Supply Of Labour, T&P, Roller And Water Sprinkle , Back Filling Available Excavated Earth (Excluding Rock) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20 Cm In Depth: Consolidating Each Deposited Layer By Ramming And Watering, Lead Up To 50M And Lift Upto 1.5 M Incl. Cost Of All Labor Complete As Per Specifications , Earth Work In Excavation In Ordinary Soil With Manually/Hydrolic Excavater In Foundation/Trench Or Drains. (A) Lift Up 1.50M To 3M. , Supply & Fixing 3.5Kg And Or As Specified By The Manufacture, Harderner In Trexim Concrete Per Sqm. , Earth Work In Excavation In Ordinary Soil With Manually/Hydrolic Excavater In Foundation/Trench Or Drains. (A) Lift Up 3.00M To 4.50M. , Cleaning Jungles Including Uprooting Of Trunk Vegetation Grass, Bushes, Wood Trees And Sapling Of Girth Upto 30Cm Measured At A Height Of 1 Meter Above Ground Level And Removal Of Rubbish Upto A Distance Of 50 Meters Out Side The Periphery Of Area Cleared. , Removal Of Silt For Nala/Nali In Liquid Mud Or Faul Position With Special T&P Including Lead 30M And Lift Up To 3.00M Etc. All Complete. (As Per Attached Sanctioned Rate Analysis) , Earth Work In Excavation In Ordinary Soil With Manually/Hydrolic Excavater In Foundation/Trench Or Drains. (A) Lift Up 4.50M To 6.00M. , Earth Work In Cutting Or In Embankment In Ordinary Soil Excavation To Be In The Form Of A Regular Pits Not Exceeding 0.50M In Depth And Earth Work In Embankment To Be In 20Cm Layers Including Ramming And Dressing The Surface To Required Lavels And Slops And Also Including 1.5 M Lift And 30 M Lead. The Earth In Form Of Cutting (B) To Be Used As Spoil Banks Within 50M Distance As Directed By The Engineer-In-Charge Etc. All Complete. (4-Chapter Si.No.3) , Sand Filling In Plinth Including Supply Of Necessary Quality Of Local Sand From A Distance Not Exceeding 8 Kms From The Site Of Work And Including Watering Dressing Etc.Required For Proper Completion Of Work (Chapter No.4 Si.No.6 ) , Providing And Laying Cement Concrete In 1:5:10 (1 Cement :5 Fine Sand 10 Stone Ballast 40 Mm Gauges) And Curing Complete, Including Cost Of Form Work In Foundation And Floors. (5-Chapter Sr.No.1) , Providing And Laying Cement Concrete In 1:4:8 (1 Cement:4 Coarse Sand :8 Graded Stone Aggregate 40 Mm Nominal Size) And Curing Complete, Lncluding Cost Of Form Work. In Foundation And Floors (5-Chapter Sr.No.2) , Providing And Laying Cement Concrete In 1:3:6 (1 Cement: 3 Coarse Sand :6 Gladed Stone Aggregate 40 Mm Nominal Size) And Curing Complete, Lncluding Cost Of Form Work In Foundation And Floors. (5-Chapter Sr.No.3) , Providing And Laying Cement Concrete In 1:3:6 (1 Cement: 3 Coarse Sand:6 Graded Stone Aggregate 20 Mm Nominal Size) And Curing Complete, Lncluding Cost Of Form Work. In Foundation And Floors. (5-Chapter Sr.No.5) , Providing And Laying Cement Concrete In 1:2:4 (1 Cement: 2 Coarse Sand :4 Graded Stone Aggregate 40 Mm Noffrinal Size) And Curing Complete, Lncluding Cost Of Form Work. Ln Foundation And Floors..(5-Chapter Sr.No.6 Si.No..4.1.3) , Providing And Laying Cement Concrete In 1:1.5:3 (1Cement : 1.5 Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size) And Curing Complete, Lncluding Cost Of Form Work. Ln Foundation And Floors. (5-Chapter Sr.No.7) , Reinforced Cement Concrete Work Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete, Including The Cost Of Centering, Shuttering, Finishing And Excluding Reinforcement -All Work Up To Plinth Level: 1:2:4 (1Cement: 2 Coarse Sand :4 Graded Stone Aggregate 20 Mm Nominal Size) , Reinforced Cement Concrete Work Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete , Including The Cost Of Centering, Shuttering, Finishing And Excluding Reinforcement - All Work Up To Plinth Leuel:1:2:4 In Raft Foundation (1Cement: 2 Coarse Sand :4 Graded Stone Aggregate 20 Mm Nominal Size) , Reinforced Cement Concrete Work Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete, Including The Cost Of Centering, Shuttering, Finishing And Excluding Reinforcement - All Work Trp To Plinth Level : 1:1.5:3 (1 Cement:1.5 Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size) Ch-S Si No- 5,1.2 , Reinforced Cement Concrete Work Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete,Slab Including The Cost Of Centering, Shutterang, Finishing And Excluding Reinforcement - Above Plinth Level Upto Fifth Floor Lable : 1:1.5:3 (1 Cement : 1.5 Coarse Sand : 3 Graded Stone , Reinforced Cement Concrete Work In Walls/Columns (Any Thickness), Including Attachedpilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abulments, Posts And Struts Etc. Including Cost Of Centering, Shuttering, Finishing And Excluding Reinforcement:1:1.5:3 (1 Cement: 1.5 Coarse Sand ;3 Graded Stone Aggregate 20 Mm Nominal Size) Upto Plinth Level , Reinforced Cement Concrete Work In Walls/Columns (Any Thickness), Including Attachedpilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abulments, Posts And Struts Etc. Including Cost Of Centering, Shuttering, Finishing And Excluding Reinforcement:1:1.5:3 (1 Cement: 1.5 Coarse Sand ;3 Graded Stone Aggregate 20 Mm Nominal Size) Above Plinth Level Upto Fifth (V) Floor Lable , Reinforced Cement Concrete Work In Beams, Suspended Floors, Roofs Having Balconies, Shelves, Chajjas, Bands, Staircases And Spiral Stair Cases Above Plinth Level Up To Floor Five Level, Including The Cost Of Centering, Shuttering, Finishing Exlcuding Reinforcement, With 1:1.5:3 In Heavier Beam (1 Cement: 1.5 Coarse Sand(Zone-Lll) : 3 Graded Stone). , Providing And Laying In Position Machine Batched And Machine Mixed Design Mix M-25 Grade Cement Concrete For Reinforced Cement Concrete Work, Using Cement Content As Per Approved Design Mix, Including Pumping Of Concrete To Site Of Laying And Including The Cost Of Centering, Shuttering, Finishing But Excluding Reinforcement, Including Admixtures In Recommended Proporlions As Per Ls: 9103 To Accelerate, Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability As Per Direction Of Engineer-Incharge.(Note :- Cement Content Considered In This Item Is @ 330 Kg/Cum. Excess/ Less Cement Used As Per Design Mix Is Payable / Recoverable Separately).All Work Up To Plinth Level (5-Chapter S.I. No.-16) , Providing And Laying In Position Machine Batched And Machine Mixed Design Mix M-25 Grade Cement Concrete For Reinforced Cement Concrete Work, Using Cement Content As Per Approved Design Mix, Including Pumping Of Concrete To Site Of Laying And Including The Cost Of Centering, Shuttering, Finishing But Excluding Reinforcement, Including Admixtures In Recommended Proporlions As Per Ls: 9103 To Accelerate, Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability As Per Direction Of Engineer-Incharge.(Note :- Cement Content Considered In This Item Is @ 330 Kg/Cum. Excess/ Less Cement Used As Per Design Mix Is Payable / Recoverable Separately).All Works Above Plinth Level Upto Floor V Level (5-Chapter S.I. No.-16) , Class-150 (Non Modular) Brick Work In 1:6 Cement And Coarse Sand Mortar In Foundation And Plinth Including Supply Of All Materials, Labour And T&P Etc. Required For Proper Completion Of The Work.. ( Chapter No. 06 Sr.No. 1) , Class-150 Brick Work In 1:4 Cement And Coarse Sand, Mortar In Foundation And Plinth Including Supply Of All Materials, Labor And Tools And Plants, Etc. Required For Proper Completion Of The Work. ( Chapter No. 06 Sr.No. 2) , Class-150 (Non Modular) Brick Work In 1 :4 Cement And Fine Sand Mortar In Foundation And Plinth Including Supply Of All Materials, Labour And T&P Etc. Required For Proper Completion Of The Work (Only 80Mm Thick Wall). (Chapter No. 06 Sr.No.3) , Class-150 (Non Modula0 Brick Work In L:3 Cement And Coarse Sand Mortar In Foundation And Plinth Including Supply Of All Materials, Labour And T&P Etc. Required For Proper Completion Of The Work (Chapter No. 06 Sr.No.4) , Class-150 Brick Work In 1:4 Cement And Coarse Sand, Mortar In Super Structrure Including Supply Of All Materials, Labor And Tools And Plants, Etc. Required For Proper Completion Of The Work. ( Chapte No. 06 S.I. No. 2+5) , Class-150 Brick Work In 1:4 Cement And Coarse Sand, Mortar In Super Structrure Including Supply Of All Materials, Labor And Tools And Plants, Etc. Required For Proper Completion Of The Work. (Chapte No. 06 S.I. No. 2+5) , Class-150 Brick Work In 1:4 Cement And Coarse Sand Mortor In Super Structure Above Plinth Level Upto Floor Five Level For Wall Thickness More Than 12Cm. Including Supply Of All Material, Labour And Tools And Plants Etc. All Complete. {Chapter No.6 Si.No.2+6} , Add Extra To Ltem No. 1 To 4 Above For Super Structure Above Plinth Level Upto Floor Five Level Including Necessary Cutting And Moulding Of Brick Work As Required And Also Including Honey Combed Brick Work In Thickness Of Wall 12Cm And Less. (Chapte No. 06 S.I. No. 2+4) , Add Extra To Ltem No. 1 To 4 Above But In Super Structure Above Plinth Level Upto Floor Five Level Including Necessary Cutting And Moulding Of Brick Work As Required And Also Including Honey Combed Brick Work In Thickness Of Wall 8Cm And Below. (Chapte No. 06 S.I. No. 2+4) , Providing And Laying Damp-Proof Course 40 Mm Thick With Cement Concrete 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 12.5 Mm Nominal Size). {Chapter No.07 Si.No.1} , Providing And Laying Damp-Proof Course 25 Mm Thick With Cement Concrete 1:2.4 (1 Cement : 2 Coarse Sand :4 Graded Stone Aggregate 12.5 Mm Nominal Size). {Chapter No.07 Si.No.2} , Providing & Applying A Coat Of Residual Petroleum Bitumen Of Grade Vg-10 Of Approved Quality Using 1.7K9 Per Square Metre On Damp Proof Course After Cleaning The Surface With Brushes And Finally With Piece Of Cloth Lightly Soaked In Kerosene Oil.. {Chapter No.07 Si.No.3} , Providing And Fixing Lsl Marked Flush Door Shutters Conforming Lo Ls : 2202 (Part L) Decorative Type, Core Of Block Board Construction With Frame Of 1 St Class Hard Wood And Well Matched Teak 3 Ply Veneering With Vertical Grains Or Cross Bands And Face Veneers On Both Faces Of Shutters.Including Lsl Marked Stainless Steel Butt Hinges With Necessary Screws. (Excluding Cost Of Flttings). (A) 35Mm Thick. (Chapter No.9 Si.No.1-9.21.1) , Providing And Fixing Lsl Marked Flush Door Shutters Conforming Lo Ls : 2202 (Part L) Decorative Type, Core Of Block Board Construction With Frame Of 1 St Class Hard Wood And Well Matched Teak 3 Ply Veneering With Vertical Grains Or Cross Bands And Face Veneers On Both Faces Of Shutters.Including Lsl Marked Stainless Steel Butt Hinges With Necessary Screws. (Excluding Cost Of Flttings). (2) 30Mm Thick. (Chapter No.9 Si.No.1-9.21.2) , Providing & Fixing 1.00 Mm Thick Decorative High Pressure Laminated Sheet Of Plain/Wood Grain In Gloss/Matt/Suede Finish With High Density Protective Surface Layer And Reverse Side Of Adhesive Bonding Uality Conforming To Is : 2046 Type S, Including Cost Of Aadhesive Of Approved Quality. , Providing And Fixing Factory Made Panel Pvc Door Shutter Consisting Of Frame Made Out Of M.S. Tubes Of 19 Gauge Thickness And Size Of 19 Mm X 19 Mm For Styless And 15X15 Mm For Top & Bottom Rails. M.S. Frame Shall Have A Coat Of Steel Primers Of Approved Make And Manufacture. M.S. Frame Covered With 5 Mm Thick Heat Moulded Pvc C Channel Of Size 30 Mm Thickness, 70 Mm Width Out Of Which 50 Mm Shal Be Flat And 20 Mm Shalll Be Tapered In 45 Degree Angle On Both Sides Forming Styless And 5 Mm Thick, 95 Mm Wide Pvc Sheet Out Of Which 75 Mm Shall Be Flat And 20 Mm Shall Be Tapered In 45 Degree On The Inner Side To Form Top And Bottom Rail And 115 Mm Wide Pvc Sheet Out Of Which 75 Mm Shall Be Flat And 20 Mm Shall Be Tapered On Both Sides To Form Lock Rail And Lock Rails Shall Be Top, Bottom And Lock Rails Shall Be Provided Both Sides Of The Panel. 10 Mm (5 Mm X 2) Thick, 20 Mm Wide Cross Pvc Sheet Be Provided As Gap Insert For Top Rail & Bottom Rail. Paneling Of 5 Mm Thick Both Side Pvc Sheet To Be Fitted In The M.S. Frame Welded/Sealed To The Styles & Rails With 7 Mm (5 Mm + 2 Mm) Thick X 15 Mm Wide Pvc Sheet Beading On Inner Side, And Joined Together With Solvent Cement Adhesive. An Additional 5 Mm Thick Pvc Strip Of 20 Mm Width Is To Be Stuck On The Interrior Side Of The C Channel Using Pvc Solvent Adhesive Etc. Complete As Per Direction Of Engineer-In-Charge, Manufacturers Specification & Drawing.30 Mm Thick Pre Laminated Pvc Door Shutters , Providing And Fixing Aluminium Work For Doors, Windows, Ventilators And Partitions With Extruded Built Up Standard Tubular Sections/ Appropriate Z Sections And Other Sections Of Approved Make Conforming To Ls: 733 And Ls: 1285, Fixing With Dash Fasteners Of Required Dia And Size, Including Necessary Filling Up The Gaps At Junctions, I.E. At Top, Bottom And Sides With Required Epdiv] Rubbe, Neoprene Gasket Etc. Aluminium Sections Shall Be Smooth, Rust Free, Straight, Mitred And Jointed Mechanically Wherever Requlred Including Cleat Angle, Aluminium Snap Beading For Glazing / Paneling, C.P. Brass / Stainless Steel Screws, All Complete As Per Architectural Drawings And The Directions Of Engineer-In-Charge. (Glazing, Paneling And Dash Fasteners To Be Paid For Separately) :For Shutters Of Doors, Windows & Ventilators Including Providing And Fixing Hinges / Pivots And Making Provision For Fixing Of Fittings Wherever Required Including The Cost Of Epdm Rubber / Neoprene Gasket Required (Fittings Shall Be Paid For Separately). Anodised Aluminium (Anodised Transparent Or Dyed To Required Shade According To Ls: 1868, Minimum Anodic Coating Of Grade Ac 15) , Providing And Fixing Aluminium Work For Doors, Windows, Ventilators And Partitions With Extruded Built Up Standard Tubular Sections/ Appropriate Z Sections And Other Sections Of Approved Make Conforming To Ls: 733 And Ls: 1285, Fixing With Dash Fasteners Of Required Dia And Size, Including Necessary Filling Up The Gaps At Junctions, I.E. At Top, Bottom And Sides With Required Epdiv] Rubbe, Neoprene Gasket Etc. Aluminium Sections Shall Be Smooth, Rust Free, Straight, Mitred And Jointed Mechanically Wherever Requlred Including Cleat Angle, Aluminium Snap Beading For Glazing / Paneling, C.P. Brass / Stainless Steel Screws, All Complete As Per Architectural Drawings And The Directions Of Engineer-In-Charge. (Glazing, Paneling And Dash Fasteners To Be Paid For Separately) :For Shutters Of Doors, Windows & Ventilators Including Providing And Fixing Hinges / Pivots And Making Provision For Fixing Of Fittings Wherever Required Including The Cost Of Epdm Rubber / Neoprene Gasket Required (Fittings Shall Be Paid For Separately). Powder Coated Aluminium (Minimum Thickness Of Powder Coating 50 Micron) , Provdmg And Fixing Glazing In Aluminium Door, Window, Ventilator Shutters And Partitions Etc. With Epdm Rubber/ Neoprene Gasket Etc. Complete As Per (Cost Of Aluminium Snap Bead:Ng Shall Be Paid In Basic Item): With Float Glass Panes Of 4.0 Mm Thickness , Provdmg And Fixing Glazing In Aluminium Door, Window, Ventilator Shutters And Partitions Etc. With Epdm Rubber/ Neoprene Gasket Etc. Complete As Per (Cost Of Aluminium Snap Bead:Ng Shall Be Paid In Basic Item):With Float Glass Panes Of 5.5 Mm Thickness , Provdmg And Fixing Glazing In Aluminium Door, Window, Ventilator Shutters And Partitions Etc. With Epdm Rubber / Neoprene Gasket Etc. Complete As Per (Cost Of Aluminium Snap Bead:Ng Shall Be Paid In Basic Item):With Float Glass Panes Of 8.0 Mm Thickness , Providing And Fixing Double Action Hydraulic Floor Spring Of Approved Brand And Manufacture Conforming To Is : 6315 , Having Brand Logo Embossed On The Body/ Plate With Double Spring Mechanism And Door Weight Upto 125 Kg, For Doors Including Cost Of Cutting Floors ,Embeding In Floors As Required And Making Good The Same Matching To The Existing Floor . Finishing And Cover Plates With Brass Pivot And Single Piece M.S. Sheet Outer Box With Slide Plate Etc. Complete As Per The Direction Of Entineer-In-Charge. With Stainless Steel Cover Plate Minimum 1.25 Mm Thickness. , Providing And Tixing Factory Made Upvc White Colour Casement/ Casement Cum Frxed Glazed Door Comprising Of Upvc Multi-L Chambered Frame. Sash And Mullion (Where Ever Required) Extrlcled Profiles Dl,Ly Reinforced With 1.60 T 0 2 Mm Thick I Galvalized Mild Steel Section Made From Roll Forming Process Of Iequrred Length {Shape & Size According To Upvc Profile), I Ldvc Extruded Glazing Beads Of Appropriate Dimension. Epdi\/L Gasket. Znc Alloy (White Powder Coated) 3D Hrnges And One Handle On Each Side Of Panels Along With Zinc Plated Mild Steel Rnulti Point Locking Having Transmission Gear, Cylinder With Keeps And One Sicle Key, G.L Fasteners 100 X I Mm Size For Fixing Frame To Finished Wall And Necessary Stainless Steel Screws Etc. Profile Of Frame & Sash Shall Be Mitred Cut And Fusion Welded At All Corners, Mullion (If Required) Shall Be Also Fusion Weldecl Including Drilling Of Holes For Fixing Hardwares And Drainage Of Water Etc. Afier Fixing Frame The Gap Between Frame And Adjacent Finished Wall Shall Be Filled With Weather Proof Silicon Sealent Over Backer Rod Of Required Size And Of Approvecl Quality, All Complete As Per Approved Drawing & Cllrection Of Engineer-In-Charge. (Single I Double Glass Panes And Sllicon Sealent Shall Be Paid Separately) Note: For Upvc Frame, Sash And Mullion Extruded Profiles Minus 5% Tolerance In Dlrnension I.E. In Depth & Width Of Profile Shall Be Acceptable Variation In Profile Dimension In Higher Side Shall Be Accepted But No Extra Payment On This Account Shall Be Made. Casement Door With 3D Hinges Made Of (Big Series) Frame 67 X 64 Rm & Sasn 67 X 1 10 Mm Both Having Wall Thickness Of 2.3 I 0.2 ^Rr Ancl Single Glazing Bead / Double Glazing Bead Of Lappopiate D.Mersion. (Area Of Door Upto L2 00 Sqm). , Providng And Fixing Fictory Made Solid Foam Upvc Profile For Kitchen Cabinet Fram E (45 X 20 Mm) Of Approved Shade, Quality Ancl Make. The Profile Shall Be Laminated On Both Sides, Made From Rigid Foam Sheets (Single Extruded) Having Density 600 Kg/Cum And The Exposed Edges Sealed With Pvc Edge Beading Of Same Shade And Colour. The Frame Shall Be Fire Retardent With Necessary Screw Holding Capacity. Frame Shall Be Fixed To Wall Using Expendable Fastner With Necesary Stainless Steel Screws, All Complete As Per Direction Of Engineer-In- Charge , Providng And Fixing Fictory Made Solid Foam Upvc Profile For Kitchen Cabinet Fram E (45 X 20 Mm) Of Approved Shade, Quality Ancl Make. The Profile Shall Be Laminated On Both Sides, Made From Rigid Foam Sheets (Single Extruded) Having Density 600 Kg/Cum And The Exposed Edges Sealed With Pvc Edge Beading Of Same Shade And Colour. The Frame Shall Be Fire Retardent With Necessary Screw Holding Capacity. Frame Shall Be Fixed To Wall Using Expendable Fastner With Necesary Stainless Steel Screws, All Complete As Per Direction Of Engineer-In- Charge , Steel Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Structural Steel Work In Single Section, Fixed With Or Withoul Connecting Plate, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete. , Steel Work Welded In Built Up Sections/ Framed Work, Including Cutting, Hoisting,Fixing In Position And Applying A Priming Coat Of Approved Steel Primer Using Structural Steel Etc. As Required Heavy Size Such As Trusses Built , Providing And Fixing In Position Collapsible Steel Shutters With Vertical Channels 20X10x2 Mm And Braced With Flat Iron Diagonals 20X5 Mm Size, With Top And Bottom Rail Of T-Iron 40X40x6 Mm, With 40Mm Dia Steel Pulleys, Complete With Bolts, Nuts, Locking Arrangement, Stoppers, Handles, Including Apptying A Priming Coat Of Approved Steel Primer.(Chapter No.10 Si.No.4-10.3) , Supplying And Fixing Rolling Shutters Of Approved Make, Made Of Required Size M.S. Laths, Interlocked Together Through Their Entire Length And Jointed Together At The End By End Locks, Mounted On Specially Designed Pjpe Shaft With Brackets, Side Guides And Arrangements For Inside And Outside Locking With Push And Pull Operation Complete, Including The Cost Of Providing And Fixing Necessary 27.5 Cm Long Wire Springs Manufactured From High Tensile Steel Wire Of Adequate Strength Conforming To Ls: 4454 - Part 1 And L\4.S. Top Cover Of Required Thickness For Rolling Shutters.. 80X1.25 Mm M.S. Laths With 1 .25 Mm Thick Top Cover (Upto 10.00 Sqm).(Chapter No.10 Si.No.4-10.5) , Supplying And Fixing Rolling Shutters Of Approved Make, Made Of Required Size M.S. Laths, Interlocked Together Through Their Entire Length And Jointed Together At The End By End Locks, Mounted On Specially Designed Pipe Shaft With Brackets, Side Guides And Arrangements For Inside And Outside Locking With Push And Pull Operation Complete, Including The Cost Of Providing And Fixing Necessary 27.5 Cm Long Wire Springs Manufactured From High Tensile Steel Wire Of Adequate Strength Conforming To Ls: 4454 - Part 1 And L\Il.S. Top Cover Of Required Thickness For Rolling Shutters.. 80X,1.25 Mm M.S. Laths With 1 .25 Mm Thick Top Cover Extra For Providing Mechanical Device Chain And Crank Operation For Operating Rolling Shutters. Exceeding 10.00 Sqm And Upto 16.80 Sqm/Above In The Area , Steel Work In Built Up Tubular (Round, Square Or Rectangular Hollow Tubes Etc.) Trusses Etc., Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer, Including Welding And Bolted With Special Shaped Washers Etc, Complete. Hot Finished Welded Type Tubes , Supply And Fixing Stainless Steel (Grade 304) Ralling Made Of Hollow Tubes, Channels, Plates Etc. Including Welding, Grinding, Buffing, Polishing And Making Curvature (Wherever Required) And Fitting The Same With Necessary Steel Nuts And Bolts Complete. I/C Fixing The Ralling With Necessary Accessories & Stainless Steel Dash Fasteners, Stainless Steel Bolts Etc., Of Required Size, On The Top Of The Floor Or The Side Of Waist Slab With Suitable Arrangement As Per Approval Of Engineer In-Charge, (For Payment Purpose Only Weight Of Stainless Steel Members Shall Be Considered Excluding Fixing Accessories Such As Nuts, Bolts Fasteners Etc.). (Chapter No.10 Si. No. 14 New) , Providing & Fixing Fly Proof Wire Gauze To Windows, Clerestory Windows & Doors With M.S. Flat 15X3 Mm And Nuts & Bolts Complete Galvanised M.S. Wire Gauze With 0.63 Mm Dia Wire And 1 .4 Mm Aperture On Both Sides , Providing & Fixing Fly Proof Wire Gauze To Windows, Clerestory Windows & Doors With M.S. Flat 15X3 Mm And Nuts & Bolts Complete Stainless Steel (Grade 304) Wire Gauze Of 0.5 Mm Dia Wire And 1.4 Mm Aperture On Both Sides , Painting Top Of Roofs With Bitumen Of Approved Quality @ 17Kg Per 10 Sqm Impregasted With A Cost Of Coarse Sand At 60 Codm Per 10 Sgm, Including Cleaning The Slab Surface With Keroseme Oil Complete : With Residual Type Petroleum Bitmen Of Grade Vg-10 , Providing And Laying Integral Cement Based Water Proofing Itreatment Including Preparation Of Surface As Required For Itreatment Of Roofs, Balconies, Terraces Etc Consisting Of Lfollowing Operations: (A) Applying A Slurry Coat Of Neat Cement Lusing 2.75 Kg/Sqm Of Cement Admixed With Water Proofing Lcompound Conforming To Ls. 2645 And Approved By I E Ng Ineer-In-Charge Over The Reinforced Cement Concrete Slab Including Adjoining Walls Lupto 300 Mm Height Including Cleaning The Surface Before Llreatment. B) Laying Brick Bats With Mortar Using Broken Bricks/Brick Bats 125 Mm To 115 Mm Size With 50% Of Cement Mortar 1:5 (1 L Cement : 5 Coarse Sand) Admixed With Water Proofing Compound Conforming To Ls:2645 And Approved By Engineer-In-Charge Over 20 Mm Thick Layer Of Cement Mortar Of Mix 1:5 (1 Cement :5 Coarse Sand ) Admixed With Water Proofing Compound Conforming To Ls:2645 And Approved By Engineer-In-Charge To Required Slope And Treating Similarly The Adjoining Walls Upto 300 Mm Height Including Rounding Ofjunctions Of Walls And Slabs. (C) After Two Days Of Proper Curing Applying A Second Coat Of Cement Slurry Using 2.75 Kg/ Sqm Of Cement Admixed With Water Proofing Compound Conforming To Lb : 2645 And Approved By Engineer-In-Charge (D) Finishing The Surface With 20 Mm Thick Jointless Cement Mortar Of Mix L:4 (1 Cement :4 Coarse Sand) Admixed With Water Proofing Compound Conforming To Ls:2645 And Approved By Engineer-In-Charge Includlng Laying Glass Fibre Cloth Of Approved Quality In Top Layer Of Plaster And Finally Finjshing The Surface With Lrowel With Neat Cement Slurry And Making Pattern Of 300X300 Mm Square 3 Mm Deep (E) The Whole Terrace So Finished Shall Be Flooded With Water For A Minimum Period Of Two Weeks For Curing And For Final Test.All Above Operations To Be Done In Order And As Directed And Specified By The Engineer-In-Charge :Wth Average Thickness Of 120 Mm And Minimum Thickness At Khurra As 65Mm , Providing Corrugated G.S. Sheet Roofing Including Vertical /Curved Surface Fixed Wit Polymer Coated J Or L Hooks, Bolts And Nuts B Mm Diameter With Bitumen And G.L. Limpet Washers Or With G.L. Limpet Washers Filled With White Lead, Including A Coat Of Approved Steel Primer And Two Coats Of Approved Paint On Overlapping Of Sheets Complete (Up To Any Pitch In Horizontal/Vertical Or Curved Surfaces), Excluding The Cost Of Purlins,Rafters And Trusses And Including Cutting To Size And Shape Wherever Required. 1.00 Mm Thick With Zinc Coating Not Less Than 275 Gm/Sqm , Providing Corrugated G.S. Sheet Roofing Including Vertical /Curved Surface Fixed Wit Polymer Coated J Or L Hooks, Bolts And Nuts B Mm Diameter With Bitumen And G.L. Limpet Washers Or With G.L. Limpet Washers Filled With White Lead, Including A Coat Of Approved Steel Primer And Two Coats Of Approved Paint On Overlapping Of Sheets Complete (Up To Any Pitch In Horizontal/Vertical Or Curved Surfaces), Excluding The Cost Of Purlins,Rafters And Trusses And Including Cutting To Size And Shape Wherever Required. 80 Mm Thick With Zinc Coating Not Less Than 275 Gm/ Sqm , Providing Corrugated G.S. Sheet Roofing Including Vertical /Curved Surface Fixed Wit Polymer Coated J Or L Hooks, Bolts And Nuts B Mm Diameter With Bitumen And G.L. Limpet Washers Or With G.L. Limpet Washers Filled With White Lead, Including A Coat Of Approved Steel Primer And Two Coats Of Approved Paint On Overlapping Of Sheets Complete (Up To Any Pitch In Horizontal/Vertical Or Curved Surfaces), Excluding The Cost Of Purlins,Rafters And Trusses And Including Cutting To Size And Shape Wherever Required. 0.63 Mm Thick With Zinc Coating Not Less Than 275 Gm/ M , Providing And Laying Six Courses Water Proofing Teatment With Bitumen Felt Over, Roofs Consisting Of First, Third And Llfth Course Of Blown Bitumen 85/25 Or 9O/15 Conforming To Ls : 702 Applied Hot @ 1.45, L.2O And 1.45 Kg Per Square Metre Of Area Respitively, Second And Fourth Courses Of Roofing Felt Lype 3 Grade I Conforming To Ls : 1322 (Hessian Based Self Flnished ;Itumen Felt) , Sixth And Final Course Of Stone Grit 6 Mm And Down Size Or Pea Sized Gravel Spread At 6 Cubic Decimeter Per Sqm Iniluding Preparation Of Surface But Excluding Grading, Complete. , 10 Cm Thick (Average) Mud Phaska Of Damped Brick Earth On Roofs Laid To Slope Consolidated And Plastered With 25 Mm Thick Mud Mortar Mixed With Bhusa @ 35 Kg Per Cum Of Earth And Gobri Leaping With Mix 1:1 (1 Clay: 1 Cow Dung) And Covered With Flat Tile Bricks, Grouted With Cement Mortar 1:3 (1 Cement: 3 Fine Sand) Mixed With 2% Of Integral Water Proofing Compound By Weight Of Cement And Finished Neat: With Common Burnt Clay F.P.S.(Non Modular) Brick Tile Of Class Designation 10 , Providing And Fixing Precoated Galvanised Iron Profile Sheets (Size, Shape And Pitch Of Corrugation As Approved By Engineerin-Charge) 0 50 Mm (+ 0.05 %) Total Coated Hickness With Zinc Coating 120 Grams Per Sqm As Per Ls: 277, In 240 Mpa Steel Grade, 5-7 Icrons Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns. Sheet Should Have Protective Guard Film Of 25 Microns Minimum To Avoid Scratches During Transportation And Should Be Supplied In Single Length Upto 12 Metre Or As Desired By Engineer-In-Charge, The Sheet Shall Be Fixed Using Self Drilling /Self Tapping Screws Of Size (5.5X 55 Mm) With Epdm Seal, Complete Upto Any Pitch In Horizontal/ Vertical Or Curved Surfaces, Excluding The Cost Of Purlins, Rafters And Trusses And Including Cutting To Size And Shape Wherever Required. , Providing And Fixing Precoated Galvanised Steel Sheet Roollng Accessories 0.50 Mm (+0.05 %) Total Coated Thickness, Zinc Coating 120 Grams Per Sqm As Per Ls: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns Using Self Drilling/ Self Tapping Screws Complete :Ridges Plain (500 - 600Mm) , Providing And Fixing 12 Mm Thick Prelaminated Particle Board Flat Pressed Three Layer Or Graded Wood Particle Board Conforming To Ls: 12823 Grade Ltype Ll, In Anelling Fixed In Aluminum Doors, Windows Shutters And Partition Frames With C.P. Brass / Stainless Steel Screws Etc. Complete As Per Architectural Drawings And Directions Of Engineer-In-Charge.Pre-Laminated Particle Board With Decorative Lamination On One Side And Balancing Lamination On Other Side , Providing And Fixing 12 Mm Thick Panelling Or Panelling And Glazing In Panelled Or Panelled And Glazed Shutters For Doors, Windows And Clerestory Windows (Area Of Opening For Panel Inserts Excluding Portion Inside Grooves Or Rebates To Be Measured). Panelling For Panelled Or Panelled And Glazed Shutters 25 Mm To 40 Mm Thick. I\4Arine Plywood Conforming To Ls: 710 , Providing And Fixing Tiled False Ceiling Of Specilled Materials Of Size 595X595 Mm In Lrue Horizontal Level, Suspended On Inter Locking Metal Grid Of Hot Dipped Galvanized Steel Sections ( Galvanlzed @ 120 Grams/ Sqtn, Both Side Inclusive) Consisting Of Main T Runner With Suitably Spaced Joints To Get Required Length And Of Size 24X38 Mm Made From 0.30 Mm Thick (Minimum) Sheet, Spaced At 1200 Mm Center To Center And Cross T Of Size 24X25 Mm Made Of 0.30 Mm Thick (Minimum) Sheet, 1200 Mm Long Spaced Between Main T At 600 Mm Center To Center To Form A Grid Of 1200X600 Mm And Secondary Cross T Of Length 600 Mm And Size 24X25 Mm Made Of 0.30 Mm Thick (Minimum) Sheet To Be Interlocked At Middle Of The 1200X600 Mm Panel Lo Form Grids Of 600X600 Mm And Wall Angle Of Size 24X24x0.3 Mm And Laying False Ceiling Tiles Of Approved Texture In The Grid Including, Required Cutting/Making, Opening For Services Like Diffusers, Grills, Iight Fittings, Fixtures, Smoke Detectors Etc. Main T Runners To Be Suspended From Ceiling Using Gl Slotted Cleats Of Size 27 X 37 X 25 X1.6 Mm Fixed To Ceiling With 12.5 Mm Dia And 50 Mm Long Dash Fasteners, 4 Mm Gl Adjustable Rods With Galvanised Butterfly Level Clips Of Size 85 X 30 X 0.8 Mm Spaced At 1200 Mm Center To Center Along Main T, Bottom Exposed Width Of 24 Mm Of All T- Sections Shall Be Pre-Painted With Polyester Paint, All Complete For All Heights As Per Specifications, Drawings And As Directed By Engineer-In-Charge. Gl Metal Ceiling Lay In Plain Tegular Edge Global White Color Tiles Of Size 595X595 Mm, And 0.5 Mm Thick With 8 Mm Drop; Made Of G Lsheet Having Galvanizing Of 100 Gms/Sqm (Both Sides Inclusive) And Electro Statically Polyester Powder Coated Of Thickness 60 Microns (Minimum), Including Factory Painted After Bending , Providing And Fixing False Ceiling At All Heights With Integral Densified Calcium Silicate Reinforced With Fibre And Natural Filler False Ceiling Tiles Of Size 595X595mm Of Approved Texture, Design And Patterns Having Nrc (Noise Reduction Coefficient) Of 0.50 (Minimum) As Per Ls 8225:1987, Light Reflectance Of 85%(Minimum). Non Combustible As Per Bs:476 (Part-4), Fire Performance As Per Bsi476 (Part 6 &7), Humidity Resistance Of 100%, Thermal Conductivity 0.043 W/M K As Per Astm 518:1991,In True Horizontal Level Suspended On Inter- Locking Metal T-Grid Of Hot Dipped Galvanised Iron Section Of 0.33Mm Thick (Galvanized @ 120 Grams Per Sqm Including Both Sides) Comprising Of Main T Runners Of Size 24X38 Mm Of Length 3000 Mm, Cross - T Of Size 24X32 Mm Of Length 1200 Mm And Secondary Intermediate Cross-T Of Size 24X32 Mm Of Length 600Mm To Form Grid Module Of Size 600 X 600 Mm, Suspended From Ceiling Using Galvanised Mild Steel Items (Galvanizing @ 80 Grams Per Sqm) I.E. 50 Mm Long, I Mm Outer Diameter M-6 Dash Fasteners, 6 Mm Dia Fully Threaded Hanger Rod Upto1000 Mm Length And L-Shape Level Adjuster Of Size 85X25x25x2 Mm. Galvanised Iron Perimeter Wall Angle Of Size 24X24x0.40 Mm Ol Length 3000 Mm To Be Fixed On Periphery Wall / Partition With The Help Of Plastic Rawl Plugs At 460 Mm Center To Center And 40 Mm Long Dry Wall S.S Screws. The Work Shall Be Carried Out As Per Specifications, Drawing And As Per Directions Of The Engineer-Incharge. With 15 Mm Thick Tegular Edged Light Weight Calcium Silicate False Ceiling Tiles. , 12Mm Cement Plaster With Cement Mortar In Proportion Of L:4 Cement & Coarse Sand Of Single Coat For Interior Plastering Upto Flool Two Level Including Internal Rounded Angles Chamfers, And Rounded Angles Not Exceedlng 80Mm. Ln Girth And Finished Even And Smooth. , 12Mm Cement Plaster With Cement Mortar In Proportion Of L:6 Cement & Coarse Sand Of Single Coat For Interior Plastering Upto Flool Two Level Including Internal Rounded Angles Chamfers, And Rounded Angles Not Exceedlng 80Mm. Ln Girth And Finished Even And Smooth. , 12Mm Cement Plaster With Cement Mortar In Proportion Of 1:4 Cement & Fine Sand (Not Less Than In 1.25 Fm) Of Single Coat For Interior Plastering Upto Floor Two Level Including Internal Rounded Angles Chamfers, And Rounded Angles Not Exceeding 80Mm. Ln Girth And Finished Even And Smooth. , 15Mm Cement Plaster With Cemeni Mortar In Proportion Of 1:3 Cement &.Coarse Sand Of Single Coat For Exterior Plastering Upto Floor Two Level Including Internal Rounded Angles Chamfers, And Rounded Angles Not Exceeding 80Mm. Ln Girth And Finished Even And Smooth. , 15Mm Cement Plaster With Cemeni Mortar In Proportion Of 1:4 Cement &.Coarse Sand Of Single Coat For Exterior Plastering Upto Floor Two Level Including Internal Rounded Angles Chamfers, And Rounded Angles Not Exceeding 80Mm. Ln Girth And Finished Even And Smooth. , 20 Mm Cement Plaster 1:3 (L Cement:3 Coarse Sand) Linished With A Floating Coat Of Neat Cement. , 20Mm Cement Plaster With Cement Mortar In Proportion Of L:4 Cement & Coarse Sand Of Single Coat For Interior Plastering Upto Floor Two Level Including Internal Rounded Angles Chamfers, And Rounded Angles Not Exceeding Bomm. Ln Girth And Finished Even And Smooth , 6Mm Thick Celling Plaster 1:3 (1 Cement :3 Fine Sand) Cement & Fine Sand In F.M Not Less Than 1.25, 1:3 Including Chipping Of Reinforced Cement Concrete Surface Before Celing Plaster. The Cost Of Including At Material, Labor T&P And Scafolding Etc Complete. (Chapter No.13 Si.No.13) , Supply/Fixing Chequerred Precast Cement Concrete Tiles 22 Mm Thick In Footpath & Courtyard, Jointed With Neat Cement Slurry Mixed With Pigment To Match The Shade Of Tles, Including Rubbing And Cleaning Etc. Complete, On 20 Mm Thick Bed Of Cement Morlar1:4 (1 Cement: 4 Coarse Sand) , Supply/Fixing Chequerred Precast Cement Concrete Tiles 22 Mm Thick In Footpath & Courtyard, Jointed With Neat Cement Slurry Mixed With Pigment To Match The Shade Of Tiles, Including Rubbing And Cleaning Etc. Complete, On 20 Mm Thick Bed Of Cement Mortar 1:4 (1 Cement: 4 Coarse Sand). Including 50Mm Thick Base With Concrete 1:4Rb Complete As Per E/L , Marble Tiles Stone Slabs 18 Mm Thick In Risers Of Steps, Skirting, Dado And Pillars Laid On 12 Mm (Average) Thick Cement Mortar 1:3 (1 Cement: 3 Coarse Sand) And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slabs, Including Rubbing And Polishing Complete , Marble Stone Flooring With 20 Mm Thick Marble Stone, As Per Sample Of Marble Approved By Engineer-In-Charge, Over 20 Mm (Average) Thick Base Of Coment Mattar 1:4 (1 Cement: 4 Coarse Sand) Lald And Jointed Wlth Grey Cement Slurry, Including Rubbing And Polishing Complete With : Marble White Dhungriquality , Marble Stone Flooring With 20 Mm Thick Marble Stone, As Per Sample Of Marble Approved By Engineer-In-Charge, Over 20 Mm (Average) Thick Base Of Coment Mattar 1:4 (1 Cement: 4 Coarse Sand) Lald And Jointed Wlth Grey Cement Slurry, Including Rubbing And Polishing Complete With: White Alebeta White Stone , Kota Stone Slab Flooring Over 20 Mm (Average) Thick Base Laid Over And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab, Including Rubbing And Polishing Complete With Base Of Cement Mortar 1: 4 (1 Cement: 4 Coarse Sand) : 25 Mm Thick , Kota Stone Slabs 20 Mm Thick In Risers Of Steps, Skirting, Dado And Pillars Laid On 12 Mm (Average) Thick Cement Mortar 1:3 (1 Cement: 3 Coarse Sand) And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slabs, Including Rubbing And Polishing Complete , 40 Mm Thick Fine Dressed Stone Flooring Over 20 Mm (Average) Thick Base Of Cement Moftar 1:5 (L Cement: 5 Coarse Sand)With Joints Finished Flush.Red Sand Stone , Prividing & Laying Ceramic Non Skid Floor Tiles Of Size 300X300 Mm (Thickness To Be Specified By The Manufacturer) Of 1St Quality Conforming Tq Ls : 15622 Of Approved Make In Colours Such As White, Lvory, Grey, Fume Red Brown, Laid On 20 Mm Thick Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), Jointing With Grey Cement Slurry @ 3.3 Kg/Sqm Including Pointing The Ioints With White Cement And Matching Pigment Etc., Complete. , Providing & Fixing 1St Quality Ceramic Glazed Floor Tiles Conforming To Ls : 15622 (Thickness To Be Specified By The Manufacturer )Of Approved Make In Atl Colours, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineer-Incharge In Skirting, Risers Of Steps And Dados Over 12 Mm Thick Bed Of Cement Morta|L:3 (1 Cement: 3 Coarse Sand) And Jointing With Grey Cement Slurry @ 33Kg Per Sqm Including Pointing In White Cement Mixed With Pigment Of Matching Shade Complete. , Providing And Laying Vitrified Tiles 500X500mm Size (Thickness 10Mm), With Water Absorption Less Than 0.08% And Conforming To Is:15622, Of Approved Brand Manufacture, In Desired Colours And Shades, Laid With Cement Based High Polymer Modified Quick Set Tile Adhesive (Water Based) Conforming To Is : 15477, Including Grouting Of Joints. Including 75Mm Thick Base With Concrte 1:4:8 Complete As Per E/I Etc. All Complete. (Chapter No.14 Sr.No.20) , Providing And Laying Vitrified Tiles 600X600mm Size (Thickness 10Mm), With Water Absorption Less Than 0.08% And Conforming To Is:15622, Of Approved Brand Manufacture, In Desired Colours And Shades, Laid With Cement Based High Polymer Modified Quick Set Tile Adhesive (Water Based) Conforming To Is : 15477, Including Grouting Of Joints. Including 75Mm Thick Base With Concrte 1:4:8 Complete As Per E/I Etc. All Complete. (Chapter No.14 Sr.No.20) , Providlng And Laying Polished Granite Jet Black Stone Flooring In Required Design And Patterns, In Linear As Well As Curvilinear Portions Of The Building All Complete As Per The Architectural Drawings With 18 Mm Thick Stone Slab Over 20 Mm (Average) Thick Base Of Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) Laid And Jointed With Cement Slurry And Pointing With White Cement Slurry Admixed With Pigment Of Matching Shade Including Rubbing, Curing And Polishing Etc. All Complete As Specified And As Directed By The Engineer-In-Charge.{Chapter No.14 Si.No.27} , Stone Work (Machine Cut Edges) For Wall Llning Etc. (Veneer Work) Upto10 Metre Height, Backing Filled With A Grout Of Avercge 12 Mm Thick Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) Including Polnting In White Cement Mortar 1:2 (1 White Cement R 2 Stone Dust) Wlth An Admixture Of Pigment Matching The Stone Shade: (To Be Secured To The Backing And The Sides By Means Of Cramps And Plns Which Shall Be Paid For Separately) Red Sand Stone - Exposed Face Flne Dressed With Rough Backing. 30 Mm Thick , Providing And Applying Plaster Of Paris Putty Of 2 Mm Thickness Over Plastered Surface To Prepare The Surface Even And Smooth Complete. Including Curing The Cost Of All Material, Labour, T&P Etc. Complete. (Chapter No.15 Si.No.1) , Distempering With Oil Bound Washable Distemper Of Approved Brand And Manufacture To Give An Even Shade : New Work (Two Or More Coats) Over And Including Water Thinnable Priming Coat With Cement Primer Including Cost Of All Materials, Labour T&P Etc Required For Proper Completion Ofwork. , Finishing Walls With Water Proofing Cement Paint Of Required Shade : New Work (Two Or More Coats Applied @ 3.84 Kg/10 Sqm) Supply Of All Labour Material And T&P Requlred For Proper Completion Of Work. , Finishing Walls With Textured Exterior Paint Of Required Shade New Work (Two Or More Coats Applied @ 328 Ll Lo Sqm) Over And Including Priming Coat Of Exterior Primer Applied @ 2.20K9/10 Sqm Supply Of All Labour Material And T&P Required For Proper Completion Of Work , Finishing Walls With Acrylic Smooth Exterior Paint Of Required Shade ; New Work (Two Or More Coat Applied @ 1.67 Llth) Sqm Over And Including Priming Coat Ofexterior Primer Applied @ 2 20 Kg/10 Sqm) Supply Of All Labour Material And T&P Required For Proper Completion Of Work. , Painting Steel Work With Deluxe Multi Surface Paint To Give An Even Shade. Two Or More Coat Applied @ 0.90 Ltr/L0 Sqm Over An Under Coat Of Primer Applled @ O.B0 Ltr/10 Sqm Of Approved Brand And Manufacture. Supply Of All Labour Material And T&P Required For Proper Completion Of Work , Painting Wood Work With Deluxe Multi Surface Paint Of Required Shade. Two Or More Coat Applied @ 0.90 Ltr/10 Sqm Over An Under Coat Of Primer Applied @0.75 Ltr/10 Sqm Of Approved Brand And Manufacturb Supply Of All Labour Material And T&P Required For Proper Completion Of Work , Paint Of The Two Coat Over Primer Coat Wood Surface And Etc. All Complete.(15-Chapter Si.No.8+10+11) , Painting Lines, Dashes, Arrows, Etc. On Roads Ln Two Coats On New Work Painting Lines, Dashes, Arows, Etc On Roads In Two Coats On New Work Wilh Ready Mixed Road Marking Paint Cinforming To Ls:164 On Bituminolls Surface, Including Cleaning The Sullace Of At Dirt, Dusi And Other Fore Gn Matte., Demarcation At Site And Trafllc Control . Upto 10 Cm In Width , Applying Priming Coat: With Ready Mixed Pink Or Grey Primer Of Approved Brand And Manufacture On Wood Work (Hard And Soft Wood) Including Cost Of All Materials, Labour T&P Etc Required For Proper Completion Of Work , Wall Painting With Acrylic Emulsion Paint Of Approved Brand And Manufacture To Give An Even Shade : Two Or More Coats On New Work Supply Of All Labour Material And T&P Required For Proper Completion Of Work. , Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture To Give An Even Shade Two Or More Coats On New Work Includlng Cost Of All Materials, Labour T&P Etc. Required For Proper Completion Of Work Wood And Steel , Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture Of Required Colour To Give An Even Shade : Two Or More Coats On New Work Over An Under Coat Of Suitable Shade With Ordinary Paint Of Approved Brand And Manufacture , Providing And Applying White Cement Based Putty Of Average Thickness 1 Mm, Of Approved Brand And Manufacturer, Over The Plastered Wall Surface To Prepare The Surface Even And Smooth Complete. Supply Of All Labour Material And T&P Required For Proper Completion Of Work. , Distempering With 1St Quality Acrylic Distemper, Having Voc (Volatile Organic Compound) Content Less Than 50 Grams/ Litre, Of Approved Brand And Manufacture, Including Applying Additional Coats Wherever Required, To Achieve Even Shade And Colour..One Coat Including The Cost Of All Material, Labour, T&P Etc Complete. , Distempering With 1St Quality Acrylic Distemper, Having Voc (Volatile Organic Compound) Content Less Than 50 Grams/ Litre, Of Approved Brand And Manufacture, Including Applying Additional Coats Wherever Required, To Achieve Even Shade And Colour..Two Coat Including The Cost Of All Material, Labour, T&P Etc Complete. , Removing Dry Or Oil Bound Distemper, Water Proofing Cement Paint And The Like By Scrapping, Sand Papering And Preparing The Sudace Smooth Including Necessary Repairs To Scratches Etc. Complete. , Distempering With Lst Quality Acrylic Distember (Ready Mix) Having Voc Content Less Than 50 Grams/ Litre Of Approved Brand And Manufacture To Give An Even Shade:Old Work (One Or More Coats) , White Washing Wth Lime On Undecorated Wall Surface (One Coat) To Give An Even Shade Including Thoroughly Brooming The Surface To Remove All Dirt, Dust Mortar Drop And Loose Scales Of Lime Wash And Other Foreign Matter. , White Washing Wth Lime On Undecorated Wall Surface (Three Or More Coats) To Give An Even Shade Including Thoroughly Brooming The Surface To Remove All Dirt, Dust Mortar Drop And Loose Scales Of Lime Wash And Other Foreign Matter. , Colour Washing Such As Green, Blue And Other Coloures Or Buff To Give An Even Shade New Work Colour Washing (Two Coats) With A Base Coat Of White Washing With Limes Including Cost Of All T&P Other Complete Work. , Removing White Or Colour Wash By Scrapping And Sand Papering And Pteparing The Surface Smooth Including Necessary Repairs To Scratches Etc Complete , Demolishing Cement Concrete Manually Including Disposal Of Materialwithin 50 Metres Lead , Dismantling Reinforced Cement Concrete Or Reinforced Brick Work Including Stacking Of Materials As Directed By E/Ic With In A Distance Of 60 Meters (200 Feet). (17-Chapter Pwd. No.694) , Demolishing R.B. Work Manually/ By Mechanical Means Including Stacking Of Steel Bars And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Engineer-Incharqe. , Demolishing Brick Work Manually/ By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Engineer-In-Charge In Cement Mortar. (17-Chapter Si.No.6) , Demolishing Stone Rubble Masonry Manually/ By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Eng;Neer-In-Charge : Ln Lime Mortar , Dismantling Doors, Windows And Clerestory Windows (Steel Or Wood) Shutter Including Chowkhats, Architrave, Holdfasts Etc. Complete And Stacking Within 50 Metres Lead Of Area 3 Sq. Metres And Below , Dismantling Steel Work In Single Sections Including Dismembering And Stacking Within 50 Metres Lead In: R.S. Joists , Dismantling Stone Slab Flooring Laid In Cement Mortar Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead. (17-Chapter Si.No.16) , Dismantling Old Plaster Or Skirting Raking Out Joints And Cleaning The Surface For Plaster Including Disposal Of Rubbish To The Dumping Ground Wlthin 50 Metres Lead. , Dismantling Of Old Interlocking Tiles Pavement Including Staking Of Serviceable Material And Disposal Of Unserviceable Material Within Lead Of 50M As Per Direction Of Engineer In Charge. (Ns) , Random Rubble Masonry 1:6 (1 Cement: 6 Coarse Sand), With Hard Stone In Foundation And Plinth Including Levelling Up With Cement Concrete 1:6:12 (1 Cement : 6 Coarse Sand : 12 Graded Stone Aggregate 20 Mm Nominal Size).Upto Plinth Level With , Random Rubble Masonry 1:6 (1 Cement : 6 Coarse Sand), With Hard Stone In Superstructure Above Plinth Level And Upto Floor Five Level, Including Leveling Up With Cement Concrete 1:6:12 (L Cement:6 Coarse Sand:12 Graded Stone Aggregaie 20 Mm Nominal Size) At Window Sills, Ceiling Level And The Like , 30 Mm Red Sand Stone Sun-Shade (Chisel-Dressed) Supported On Red Sand Stone Brackets, Fixed In Walls With Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), Including Finishing Complete. , Providing And Fixing Red Sand Stone Jali 40 Mm Thick Throughout In Cement Mortar 1R3 (1 Cement : 3 Coarse Sand), Including Pointing In White Cement Mortar 1:2 (1 White Cement : 2 Stone Dust) With An Admixture Of Pigment, Matching The Stone Shade, Jali Slab Without Any Chamfers Etc , Stone Work (Machine Cut Edges) For Wall Lining Etc. (Veneer Work) Upto 10 Metre Height, Backing Filled With A Grout Of Average 12 Mm Thick Cement Mortar 1:3 (1 Cement: 3 Coarse Sand) Including Pointing In White Cement Mortar 1:2 (1 White Cement: 2 Stone Dust) With An Admixture Of Pigment Matching The Stone Shade: (To Be Secured To The Backing And The Sides By Means Of Cramps And Pins Which Shall Be Paid For Separately) Red Sand Stone - Exposed Face Fine Dressed With Rough Backing. 30 Mm Thick (Chapter No.18 Si.No.7) , Supply And Fixing 500 Liter Pvc. Sintex Water Tank Etc. All Complete. (19-Chapter Sr.No.2(C)) , Laying Brick Soling Layer On Prepared Sub-Grade With Brick On End Edging According To Lines, Graded And Cross-Section Shown On The Drawing Filling Joints With Sand And Earth, Spreading 25 Mm Thick Layer Of Earth Over Brick Soling, Watering And Rolliing The Same With Three Wheel Road Roller 80-100 Kn As Per Technical Specification Clause 412 , Providing And Iaying Np-3 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Slngle Row Including Fixing Socket With Cement Mortar L:2 But Excluding Excavation, Protection Works Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 350Mm Dia , Providing And Iaying Np-3 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Slngle Row Including Fixing Socket With Cement Mortar L:2 But Excluding Excavation, Protection Works Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 600Mm Dia , Providing And Iaying Np-3 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Slngle Row Including Fixing Socket With Cement Mortar L:2 But Excluding Excavation, Protection Works Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 900Mm Dia , Providing And Iaying Np-3 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Slngle Row Including Fixing Socket With Cement Mortar L:2 But Excluding Excavation, Protection Works Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 1000Mm Dia , Providing And Iaying Np-3 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Slngle Row Including Fixing Socket With Cement Mortar L:2 But Excluding Excavation, Protection Works Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 1200Mm Dia , Providing And Iaying Np-3 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Slngle Row Including Fixing Socket With Cement Mortar L:2 But Excluding Excavation, Protection Works Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 1400Mm Dia , Laying Np-4 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Single Row Includ Ng Flxing Socket With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 350Mm Dia , Laying Np-4 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Single Row Includ Ng Flxing Socket With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 600Mm Dia , Laying Np-4 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Single Row Includ Ng Flxing Socket With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 900Mm Dia , Laying Np-4 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Single Row Includ Ng Flxing Socket With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 1000Mm Dia , Laying Np-4 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Single Row Includ Ng Flxing Socket With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 1200Mm Dia , Laying Np-4 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Single Row Includ Ng Flxing Socket With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 1400Mm Dia , Constuction Of Un-Reinforced, Plain Cement Concrete Avement Thickness As Per Disign, Over A Prepared Sub Base With 43 Grade Cement Or Any Other Type As Per Clause 1501.2.2 M-30 (Grade), Coarse And Fine Aggregate Conforming To Is 383, Maximum Size Of Coarse Aggregate Not Exeeding 25Mm, Mixed In A Concrete Mixer Of Not Less Than 0.2 Cum Acapacity And Apporopriate Weigh Batcher Using Approved Mix Design, Laid In Approved Fixed Side Formwork (Steel Channel, Laying And Fixing Of 125 Micron Thick Polythene Film Wedges, Steel Plates Including Levelling The Formwork As Per Drawing), Spreading The Concrete With Shovels, Rakes, Compacted Using Needle, Screed And Plate Vibrators And Finished In Continous Aperation Including Provision Of Contraction, Expansion, Construction And Constructionl Joints, Applying Debonding Strips, Primer, Sealant, Dowel Bars, Near Approaches To Bridge/Culvert And Construction Joints, Admixtures As Approved, Curing Of Concrete Slabs For 14 Days, Curing Comound (Where Apecified) And Water Finishing To Lines And Grade As Per Drawing And Technical And Technical Sepcification Clause 1501. (For Agra). (Chapter No.20 Si.No.12) , Construction Of Un-Reinforced, Plain Cement Concrete Pavement Over A Prepared Sub Base With Approve Grade Cement @ 400 Kg Per Cum, Coarse And Fine Aggregate Conforming To Ls 383, Maximum Size Of Coarse Aggregate Not Exceeding 25 Mm, Mixed In A Batching And Mixing Plant As Per Approved Mix Design, Transported To Site, Laid With A Fixed Form Or Slip Form Paver, Spread, Compacted And Finished In A Continuous Operation Including Provision Of Contraction, Expansion, Construction And Longitudinal Joints, Joint Filler, Separation Membrane, Sealant Prim Er, Joint Sealant, Debonding Strip, Admixtures As Approved, Curing Compound, Finishing To Lines And Grades As Per Drawing For Agra , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work. 60 Mm (Ordinary Grey) , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work. 60 Mm (Rubber Molded Grey) , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work. 60 Mm (Rubber Molded Coloured) , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work. 80 Mm (Ordinary Grey) , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work. 80 Mm (Rubber Molded Grey) , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work.80 Mm (Rubber Molded Coloured) , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work. 100 Mm (Ordinary Grey) , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work. 100 Mm (Rubber Molded Grey) , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work. 100 Mm (Rubber Molded Coloured) , Re-Laying Of I Shaped Precast Interlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50Kg) Including 25Mm Thick Loacal Sand Base Levelling And Ressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Comlete Work. Including Vat (Chapter No.20 Si.No.19 New Item) , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.(Lnternal Work - Exposed On Wall) 15Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.(Lnternal Work - Exposed On Wall) 20Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.(Lnternal Work - Exposed On Wall) 25Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe. (Lnternal Work - Exposed On Wall) 32Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.(Lnternal Work - Exposed On Wall) 40Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.(Lnternal Work - Exposed On Wall) 50Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.Concealed Work, Including Cutting Chases And Making Good The Wall Etc.15Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.Concealed Work, Including Cutting Chases And Making Good The Wall Etc.20Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.Concealed Work, Including Cutting Chases And Making Good The Wall Etc.25Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.Concealed Work, Including Cutting Chases And Making Good The Wall Etc.32Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 15 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 20 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 25 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 32 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 40 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 50 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 62.50 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 75 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 100 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 150 Mm Nonrinal Dia Pipes , Providing And Fixing G.L. Pipes Complete With G.L. Fittings And Clamps, I/C Cutting And Making Good The Walls Etc.Lnternal Work Exposed On Wall. 15 Mm Dia Nominal Bore , Providing And Fixing G.L. Pipes Complete With G.L. Fittings And Clamps, I/C Cutting And Making Good The Walls Etc.Lnternal Work Exposed On Wall. 20 Mm Dia Nominal Bore , Providing And Fixing G.L. Pipes Complete With G.L. Fittings And Clamps, I/C Cutting And Making Good The Walls Etc.Lnternal Work Exposed On Wall. 25 Mm Dia Nominal Bore , Providing And Fixing G.L. Pipes Complete With G.L. Fittings And Clamps, I/C Cutting And Making Good The Walls Etc.Lnternal Work Exposed On Wall. 32 Mm Dia Nominal Bore , Providing And Fixing G.L. Pipes Complete With G.L. Fittings And Clamps, I/C Cutting And Making Good The Walls Etc.Lnternal Work Exposed On Wall. 40 Mm Dia Nominal Bore , Providing And Fixing G.L. Pipes Complete With G.L. Fittings And Clamps, I/C Cutting And Making Good The Walls Etc.Lnternal Work Exposed On Wall. 50 Mm Dia Nominal Bore , Providing & Fixing Gl Pipes Complete With Gl Fittings And Clamps Including Making Good The Walls Etc. Concealed Pipe Including Painting With Anti Corrosive Bitumastic Paint, Cutting Chases And Making Good The Wall: 15 Mm Dia Nominal Bore , Providing & Fixing Gl Pipes Complete With Gl Fittings And Clamps Including Making Good The Walls Etc. Concealed Pipe Including Painting With Anti Corrosive Bitumastic Paint, Cutting Chases And Making Good The Wall: 20 Mm Dia Nominal Bore , Constructing Masonry Chamber Brick Work With Common Burnt Clay F.P.S.(Non Modular) Bricks Of Class Designation 150 In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) For Sluice Valve, With C.L. Surface Box 100Mm Top Diameter, 100 Mm Bottom Diameter And 180 Mm Deep ( Inside) With Chained Lid And Reinforced Cement Concrete Top Slab 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size ), I/C Necessary Excavation, Foundation Concrete 1:5:10 (1 Cement: 5 Fine Sand: 10 Graded Stone Aggregate 40 Mm Nominal Size) And Inside Plastering With Cement Nrortar:3 (1 Cement: 3 Coarse Sand) 12 Mm Thick, Inished With A Floating Coat Of Neat Cement Complete As Per Standard Design 60X60x75 Cm Lnside , Constructing Masonry Chamber Brick Work With Common Burnt Clay F.P.S.(Non Modular) Bricks Of Class Designation 150 In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) For Sluice Valve, With C.L. Surface Box 100Mm Top Diameter, 100 Mm Bottom Diameter And 180 Mm Deep ( Inside) With Chained Lid And Reinforced Cement Concrete Top Slab 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size ), I/C Necessary Excavation, Foundation Concrete 1:5:10 (1 Cement: 5 Fine Sand: 10 Graded Stone Aggregate 40 Mm Nominal Size) And Inside Plastering With Cement Nrortar:3 (1 Cement: 3 Coarse Sand) 12 Mm Thick, Inished With A Floating Coat Of Neat Cement Complete As Per Standard Design 90X90x100 Cm Lnside , Constructing Masonry Chamber Brick Work With Common Burnt Clay F.P.S.(Non Modular) Bricks Of Class Designation 150 In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) For Sluice Valve, With C.L. Surface Box 100Mm Top Diameter, 100 Mm Bottom Diameter And 180 Mm Deep ( Inside) With Chained Lid And Reinforced Cement Concrete Top Slab 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size ), I/C Necessary Excavation, Foundation Concrete 1:5:10 (1 Cement: 5 Fine Sand: 10 Graded Stone Aggregate 40 Mm Nominal Size) And Inside Plastering With Cement Nrortar:3 (1 Cement: 3 Coarse Sand) 12 Mm Thick, Inished With A Floating Coat Of Neat Cement Complete As Per Standard Design 120X120x100 Cm Lnside , Providing And Fixing Water Closet Squatting Pan (Indian Type W.C. Pan) With 100Mm Sand Cast Iron P Or S Trap, 10 Liter Low Level White P.V.C. Flushing Cistern, Including Flush Pipe, Manually Controlled Device (Handle Lever) Conforming To Is: 7231, With All Fittings And Fixtures Complete, Including Cutting And Making Good The Wall And Floors Wherever Required : White Vitreous China Orissa Pattern W.C. Pan Of Size 580X440 Mm With With Integral Type Foot Rests. (Chapter No.24 Si. No.1) , Providing And Fixing White Vitreous China Pedestal Type Water Closet (European Type W.C. Pan) With Seat And Lid, 10 Litre Low Level White P.V.C. Flushing Cistern, Including Flush Pipe, With Manually Controlled Device (Handle Lever), Conforming To Ls : 7231, With All Fittings And Fixtures Complete, Including Cutting And Making Good The Walls And Floors Wherever Required: W.C. Pan With Lsl Marked White Solid Plastic Seat And Lid , Providing And Fixing White Vitreous China Flat Back Or Wal Corner Type Lipped Front Urinal Basin Of 30X260x350 Mm And 340X410x265 Mm Sizes Respectrvely With Automatic Flushing Cistern With Standard Flush Pipe And C.P. Brass Spreaders With Brass Unions And G.L Clamps Complete, Lncluding Painting Of Fittings And Brackets, Cutting And Making Good The Walls And Floors Wherever Required One Urinal Basin With 5 Litre White P.V.C. Automatic Flushing Cistern , Providing And Fixing White Vitreous China Flat Back Or Wal Corner Type Lipped Front Urinal Basin Of 30X260x350 Mm And 340X410x265 Mm Sizes Respectrvely With Automatic Flushing Cistern With Standard Flush Pipe And C.P. Brass Spreaders With Brass Unions And G.L Clamps Complete, Lncluding Painting Of Fittings And Brackets, Cutting And Making Good The Walls And Floors Wherever Required Range Of Two Urinal Basins With 5 Litre White P.V.C. Automatic Flushing Cistern , Providing And Fixing White Vitreous China Flat Back Or Wal Corner Type Lipped Front Urinal Basin Of 30X260x350 Mm And 340X410x265 Mm Sizes Respectrvely With Automatic Flushing Cistern With Standard Flush Pipe And C.P. Brass Spreaders With Brass Unions And G.L Clamps Complete, Lncluding Painting Of Fittings And Brackets, Cutting And Making Good The Walls And Floors Wherever Required Range Of Three Urinal Basins With L0litre White P.V.C. Automatic Flushing Cistern , Providing And Fixing White Vitreous China Flat Back Or Wal Corner Type Lipped Front Urinal Basin Of 30X260x350 Mm And 340X410x265 Mm Sizes Respectrvely With Automatic Flushing Cistern With Standard Flush Pipe And C.P. Brass Spreaders With Brass Unions And G.L Clamps Complete, Lncluding Painting Of Fittings And Brackets, Cutting And Making Good The Walls And Floors Wherever Required Range Of Four Urinal Basins With L0litre White P.V.C. Automatic Flushing Cistern , Providing And Fixing Wash Basin With C.L. Brackets, 15 Mm C.P. Brass Pillar Taps,32 Mm C.P. Brass Waste Of Standard Pattern, Including Painting Of Fittings And Brackets,Cutting And Making Good The Walls Wherever Require: (White Vitreous China Wash Basin Size 630X450 Mm With A Pair Of 15 Mm C. P. Brass Pillar Taps) {Chapter No.24 Si.No.5A} , Providing And Fixing Wash Basin With C.L. Brackets, 15 Mm C.P. Brass Pillar Taps,32 Mm C.P. Brass Waste Of Standard Pattern, Including Painting Of Fittings And Brackets,Cutting And Making Good The Walls Wherever Require:White Vitreous China Wash Basin Size 630X450 Mm With A Single 15 Mm C.P. Brass Pillar Tap , Providing And Fixing Wash Basin With C.L. Brackets, 15 Mm C.P. Brass Pillar Taps,32 Mm C.P. Brass Waste Of Standard Pattern, Including Painting Of Fittings And Brackets,Cutting And Making Good The Walls Wherever Require:White Vitreous China Wash Basin Size 550X400 Mm With A Pajr Of 15 Mm C.P. Brass Pillar Taps , Providing And Fixing Wash Basin With C.L. Brackets, 15 Mm C.P. Brass Pillar Taps,32 Mm C.P. Brass Waste Of Standard Pattern, Including Painting Of Fittings And Brackets,Cutting And Making Good The Walls Wherever Require:White Vitreous China Flat Back Wash Basin Size 550X400 Mm With Single 15 Mm C.P. Brass Pillartap , Providing And Fixing White Vitreous China Flat Back Half Stall Urinal Of Size 580X380x350mm With White Pvc Automatic Flushing Cistern, With Fittings, Standared Size C.P. Brass Flush Pipe, Spreaders With Union And Clamps (All In C.P. Brass) With Waste Fitting As Per Is: 2556, C.I. Trap With Outlet Grating And Other Couplings In C.P. Brass, Including Painting Of Fitting And Cutting And Making Good Thg Walls And Floors Whereever Required: Single Half Stall Urinal With 5 Litre Pvc. Automatic Flushing Cistern. (Chapter No.24 Si.No.6A) , Providing And Fixing White Vitreous China Flat Back Half Stall Urinal Of Size 580X380x350 Mm With White Pvc Automatic Flushing Cistern, With Fittings, Standard Size C.P. Brass Flush Pi Pe, Spreaders With Unions And Clamps (All In C.P. Brass) With Waste Fitting As Per Ls:2556, C.L. Trap With Outlet Grating And Other Couplings In C.P. Brass, Including Painting Of Fittlngs And Cutting And Making Good The Walls And Floors Wherever Requlred:Range Of Two Half Stall Urinals With 5 Litre Pvc. Automatic Flushing Cistern , Constructing Brick Masonary Chamber For Underground C.I. Inspection Chamber And Bends With Bricks In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) C.I. Cover With Frame (Light Duty) 455X610mm Internal Dimensions, Total Weight Of Cover With Frame To Be Not Less Than 38Kg (Weight Of Cover 23Kg And Weight Of Frame 15Kg), Reinforced Cement Concrete Top Slat With 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size), Foundation Concrete 1 :5:10 (1 Cement : 5 Fine Sand : 10 Graded Stone Aggregate 40Mm Nominal Size), Inside Plastering 12Mm Thick With Cement Mortal 1:3 (1 Cement : 3 Coarse Sand), Finished Smooth With A Floating Coat Of Neat Cement On Walls And Bed Concrete Etc. Complete As Per Standard Desing: (A) Inside Dimensions 455X610mm And 45Cm Deep For Single Pipe Line : With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation M-150). {Chapter No.25 Si.No.6A) , Constructing Brick Massonry Chamber For Underground C.I. Inspection Chamber And Bends With Bricks In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) C.I. Cover With Frame (Light Duty) 600X850mm Internal Dimensions, Total Weight Of Cover With Frame To Be Not Less Than 38Kg (Weight Of Cover 23Kg And Weight Of Frame 15Kg), Reinforced Cement Concrete Top Slat With 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size), Foundation Concrete 1 :5:10 (1 Cement : 5 Fine Sand : 10 Graded Stone Aggregate 40Mm Nominal Size), Inside Plastering 12Mm Thick With Cement Mortal 1:3 (1 Cement : 3 Coarse Sand), Finished Smooth With A Floating Coat Of Neat Cement On Walls And Bed Concrete Etc. Complete As Per Standard Desing: (C) Inside Dimensions 600X850mm And 45Cm Deep For Pipe Line With Three Or More Inlets : With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation M-150). {Chapter No.25 Si.No.8C) , Reinforced Cement Concrete M15 Grade Kilometre Stone Of Standard Design As Per Irc:8, Fixing In Position Including Painting And Printing Etc Sl No-804 As Per Direction Of Enginee-In-Charges Morth Standard Data Book. 5Th Kilometre Stone (Precast) (10 Cm Height Each) Hindi Letters , Reinforced Cement Concrete M15 Grade Kilometre Stone Of Standard Design As Per Irc:8, Fixing In Position Including Painting And Printing Etc Sl No-804 As Per Direction Of Enginee-In-Charges Morth Standard Data Book. 5Th Kilometre Stone (Precast) (10 Cm Height Each) English Letters , Reinforced Cement Concrete M15 Grade Boundary Pillars/ Wheel Guard Of Standard Design As Per Irc:25-1967, Fixed In Position Including Finishing And Lettering But Excluding Painting , Providing And Fixing L2 Metres High Gl Barbed Wire Fencing With 1.8 M Angle Iron Posts 40 Mm X 40 Mm X 6 Mm Placed Every 3 Metres Center To Center Founded In M15 Grade Cement Concrete, 0.6 Metre Below Ground Level, Every 15Th Post, Last But One End Post And Corner Post Shall Be Strutted On Both Sides And End Post On One Side Only And Provided With T Horizontal Lines And 2 Diagonals Intemoven With Horizontal Wires, Fixed With Gi Staples, Turn Buckles Etc. Complete As Per Clause 817 As Per Direction Of Enginee-Incharges Morth Standard Data Book. G.L Barbed Wire Fencing 1.2 Metre High , Providing And Fixing L2 Metres High Gl Barbed Wire Fencing With 1.8 M Angle Iron Posts 40 Mm X 40 Mm X 6 Mm Placed Every 3 Metres Center To Center Founded In M15 Grade Cement Concrete, 0.6 Metre Below Ground Level, Every 15Th Post, Last But One End Post And Corner Post Shall Be Strutted On Both Sides And End Post On One Side Only And Provided With T Horizontal Lines And 2 Diagonals Intemoven With Horizontal Wires, Fixed With Gi Staples, Turn Buckles Etc. Complete As Per Clause 817 As Per Direction Of Enginee-Incharges Morth Standard Data Book. G.L Barbed Wire Fencing 1.8 Metre High , Deduction Of Cost Brick/Bats. (Chapter No.1 Sr.No.2(C)) , Deduction Cost Of Material Old Workable Bricks Etc. All Complete. , Road Delinator Delinealor Supply & Fixing Of M S Delineator Made Of L\Lild Steel With Pllre Polyester Powder Coating With The Minimum Thickness Of Powder Coating Of Not Less Than 40 Micron For Prolectlon Against Corlosion The Surface Should Be Concealed So That There Sholrld Not Be Any Exposed Surface Wilhout Powder Coating. Alternatively, These Metal Guide Poles Can Be Concealed With Thermoplastic Body. The Posts Shall Have Lan Ellipsoidal Or Circular Design Wilh The Height Of The Pole Shall Be 800 To 900 Mm Above The Ground With About 200 To 300 Mm Base Which Can Be Anchored Onto The Ground Mild Steel Guide Poles Shall Conform To Type Xl Sheeting Specifications As Per Lrc67 And Ast Ii D4956 Which Would Ensure To Obtainl Clear Visibility Of The Road Alignment During Nighl Time. The Relro Reflective Sheeting Shall Be Tested For Acertificale Of Having The Sheeting Tested For Coefficienl Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Iiner Removal, Adhesion,Impact Resistance, Specular Gloss And Fungus Resislance, 3 Years Outdooa Weathering And Ils Having Passed These Tests Shall Be Obta Ned From Lnlernational/Government Laboratory / Lnslitute By The Manufacturer Of The Sheeinq And In Case The Cerliflcate Is Obtained From International Condition, It Should Also Be Obtained From Lndian Condillon Within 3 Years Of Launching Of Product By The Manufaclure In Abroad. Alternatively, A Certillcate Conforming To Astlvl Specification (D4956 09) On Adficial Accelerated Weatherlng Requirements From A Reputed Laboratory In Lndia Can Be Accepted providing Sionally. Ln Such A Siluation, The Employer / Clienl, If So Desires, Collld Seek For A Performance Guarantee Which Would Be Released Alter Receipt Of Certiflcate Meeting The Requ Rement Of Three Years Outdoor Wealhering Of The Sheeting As Per Irc 67:2012 & Proof Of The Same Report Shall Be Uploaded Which Quoting Tender. The Rate Shall Include All Materials, Labour. T&P, Transportation, Installation And Incidentals All Complete As Per D Recllon Of The Engineerincharge , Road Marking With Hot Applied Thermoplastic Compound With Reflectrosing Glass Beads On Bituminous Surface. Providing & Laying Of Hot Applied Thermoplastic Compound 2.5Mm Thick Including Reflecto Rising Glass Beads @ 250Gm/Sqm. Area, Thickness Of 2.5Mm Is Exclusive Of Surface Applied Glass, Beads As Per I.R.C. 35. The Finish Surface To Be Level Uniform And Free Form Steaks And Holes Composition Of Thermoplastic Material Shall Be As Per Table 800-3 Of Clause 803 Of Morth Including Cost Of Work As Per Direction E/Ic. (Chapter-28 Si.No.2) , Road Marking With Hot Appliod Ths.Moplastic Compound With Roflsctorlsing Glass Boads On Bituminous Surface. (Ropoated / Tranvers Bar) Providing And Laying Of Hot Applied Thermoplastic Compound 5 Mm Thick Lncludlng Reflectorising Glass Beads 0) 5Oo Gms Per Sqm Area, Thickness Of 5 Mm Is Exclusive Of Surface Applied Glass Beads As Per Irc:35-2015 The Llnished Surface To Be Level, Uniform And Free From Streaks And Holes , 6M Span Over Head Cantilever Structure With 300 Dia M S One Vertical Post Supply, Fxing & Erection Of Built Up Canllever Structure 6 M Span Comprising Of One Verllcal Posts Of 6.00 I!4 Helght Made Up Of 300 Mm Nb Heavy Class Ms Pipe As Verllcal Member Welded With 10 Mm I\,4S Plate At Top & 12 Mm M S Plate At Bottom. The Horizontal Truss Shall Comprise Of 50 Mm Dia Heavy Class M.S. Pipe And 40 Mm Dia Heavy M S Pipe As Bracing & 10 Mm Ms Plate At Bottom For Llxing To Vertical Post As Per Structure Design & Drawing Wilh One Of Steel Primer And Two Coats Of Synthetic Enamel Planl. The Work Includes Constrlrction Of Reinforced Cement Concrete Foundation Of Size 0.90X0.90X1 50 M Of Required Depth As Per Site Conditlon For Built Up Structure Including Earlh Work In Excavation 100 Mm Thick Lean Concrete In 113:6 Cement Coarse Sand And 40 Mm Gauge Stone Ballast And Reinforced Cement Concrete M25 Grade Concrete Including Supply And Fixing Of 25 Mm Dia Foundalion Bolts 600 Mm Long As Per Provision Of Structure Design Includlng Cost Of Reinforcemenl & Shuttering. The Lateral Vertical Clearances And Complete. Nstallaton Work Shall Be As Per Relevanl Clauses Of Mort&H Speciflcation Section 8Oo And Irc 67 2012 Complete In All Respect The Raies Shall Include Cost Of Deslgn Fabricalion, Supply, Kansportalion, Local Shifting Erection Of Signage Skucture Using Crane, Inclusive Of All Taxes Etc. All T&P Machine, Malerial And Labour Requiled For Proper Completion Of Work As Per Direclion Of Engineer-Ln-Charge. , Reflective Raised Pavement Markers (Cat Eye/ Road Stud) Supply And Flxing Of Raised Pavement Marker With Made Of Plastic Body Of Rpimi Road Stud Shall Be Moulded From Asa (Acrylic Styrene Acrylonitrile) Or Hips (High-Lmoact Polystyrene) Or Acryloniilrile Butadien Styrene (Abs) Or Any Oiher Suitable Malerial Approved By The Engineer. The Marker Shall Support A Load Of 13,635 Kg Tested In Accordance With Astm D4280.The Reflective Panels Shall Consist Of Number Of Lenses Containing Single Or Dual Prismatic Cubes Capable Of Providing Total Internal Reflection Of The Lighl Entring The Lens Face. Lenses Shall Be Mouled Of Methyl Melhecrylate Conforming Io Astm D78b Of Equivalent The Slop Or Retro-Reflecting Surface Shall Preferably Be 35+1-5 Degree To Base And The Area Of Each Relro _Reflecling Sllrface Shall Not Be Less Than 13.00 Sq.Cm The Marker Height Shall Not Be Less Lhan 10 Mm And Shall Nol Exceed 20 Mm & Width Shall Not Exceed 130 Mm. The Base Of The Marker Shall Be Flal Within 1.3 Mm All Road Studs Shall Be Legibly Marked Wilh The Name , Lrade Or Other Means Of Identification Of The Manufacture. Epoxy Lnslallations, Excess Adhesive Around The Edge Of The Malker, Excess Adheslve On The Pavemenl And Adhesive On The Exposed Surfaces Of The Markers Shall Be Immedialely Removed. The Contractor Shall Submit A Two Year Warranty For Sal Sfactory Lleld Peformance Including Stipulated Retro-Refleclance Of The Reflecting Panel , To The Engineer . Ln Addition A Two Year Warranty For Salisfactory Infield Perfonnance Of The Finished Road Marker Shall Also Be Given By Lhe Conlractor Who Carries Out The Work Of Fixing Of Reflective Road Ma*Ers. Ln Case The Markers Are Displaced , Damaged . Gel Worn Out Or Lose Their Reflectivity Compared Lo Stipulated Standards , The Contractor Would Be Reqlllred To Replace Allsuch Markers Within 15 Days Ofthe Inlimation From The Engineer. At His Own Cost The Rate Shall Include All Materlals, Labour, T&P, Transportalion, Insiallation And Incidentals All Complete As Per Direction Of The Engineer-Incharge. Rpm (Wilhout Shank) , Reflective Raised Pavement Markers (Cat Eye/ Road Stud) Supply And Flxing Of Raised Pavement Marker With Made Of Plastic Body Of Rpimi Road Stud Shall Be Moulded From Asa (Acrylic Styrene Acrylonitrile) Or Hips (High-Lmoact Polystyrene) Or Acryloniilrile Butadien Styrene (Abs) Or Any Oiher Suitable Malerial Approved By The Engineer. The Marker Shall Support A Load Of 13,635 Kg Tested In Accordance With Astm D4280.The Reflective Panels Shall Consist Of Number Of Lenses Containing Single Or Dual Prismatic Cubes Capable Of Providing Total Internal Reflection Of The Lighl Entring The Lens Face. Lenses Shall Be Mouled Of Methyl Melhecrylate Conforming Io Astm D78b Of Equivalent The Slop Or Retro-Reflecting Surface Shall Preferably Be 35+1-5 Degree To Base And The Area Of Each Relro _Reflecling Sllrface Shall Not Be Less Than 13.00 Sq.Cm The Marker Height Shall Not Be Less Lhan 10 Mm And Shall Nol Exceed 20 Mm & Width Shall Not Exceed 130 Mm. The Base Of The Marker Shall Be Flal Within 1.3 Mm All Road Studs Shall Be Legibly Marked Wilh The Name , Lrade Or Other Means Of Identification Of The Manufacture. Epoxy Lnslallations, Excess Adhesive Around The Edge Of The Malker, Excess Adheslve On The Pavemenl And Adhesive On The Exposed Surfaces Of The Markers Shall Be Immedialely Removed. The Contractor Shall Submit A Two Year Warranty For Sal Sfactory Lleld Peformance Including Stipulated Retro-Refleclance Of The Reflecting Panel , To The Engineer . Ln Addition A Two Year Warranty For Salisfactory Infield Perfonnance Of The Finished Road Marker Shall Also Be Given By Lhe Conlractor Who Carries Out The Work Of Fixing Of Reflective Road Ma*Ers. Ln Case The Markers Are Displaced , Damaged . Gel Worn Out Or Lose Their Reflectivity Compared Lo Stipulated Standards , The Contractor Would Be Reqlllred To Replace Allsuch Markers Within 15 Days Ofthe Inlimation From The Engineer. At His Own Cost The Rate Shall Include All Materlals, Labour, T&P, Transportalion, Insiallation And Incidentals All Complete As Per Direction Of The Engineer-Incharge. Rpm (Wilh Shank) , Flexible Median Marksr As Per Irc 79:2019: Flexible Lmedian N4arker (Flv4nl) Should Be Used For Improving Medlan Visib Lity Dlrring Dark Hours. , Use Of L/Edian ]Varker Provides Safely Againsl Colision Happening Wilh Med Ans During N Ght Lime , Or Sevete Weather Flexib E L\.4Edian Markers Shall Be Provided With Fluorescenl Yellow Colour Retro-Refleci Ve Sheeting Type Xl As Per Irc:87. Flexible Lt4edian Lmarker Shall Be Ol Lough, High Impact Resistant, Lnieclion Molded, Lhermoplastic Body With Propery Of Flexibility Io Provide High Durabilityand U Shape Structure Having Rebound / Bollnce Back Properly. The Sheeting Shall Be Of Type Xl Conforming To Lrcl67 And Ii Should Be On Both The Faces Whereby Providing Maximum Refleclivity At L,Anger Distances With Adequate Durabllity. The Logo Of The Manufacturer Shall Be Embossed On Either Side Of The Body During The Lnjection Molding Process. Fi\4M Shall Be Fixed By A Combination Bf Epoxy Adhesive And Grouting/ Drilling On Concrete Medians Or Property Conslructed Solid Medians Heighl: The Marker Height Shall Be A Minimum Of 180 Mm Width 120 Mm & Body Thickness: 6.5 Mm. The Shanks Shall Not Be Less Lhan 20 Mm And Depth Shall Not Be Less Than 30 Mm Reflective Area: Shall Not Be Less Than G0 Cm Square . Proof Of Lhe Same Report Shall Be Uploaded Which Quollng Lender. The Body Of Fn,4[,4 Shall Bounce Back To Ils Origlnal Position Of Afier 750 Number Of Hits Using Pendulum Of 1.8 Kg Conforming 40 Astm D256 Adhesion Between The Body And Outer Casing Body Of Fmi\4 Shall With Stand 50 Kg I Tensile Loads Conforming To Astm D63b Method. The Rate Shall Include All Materials, Labour, T&P, Transportation, Installation And Incidentals All Complete As Per Direclion Of The Engineer-Ln-Charge. , Painting Lines, Dashes, Arrows, Etc. On Roads Ln Two Coats On New Work Painting Lines, Dashes, Arows, Etc On Roads In Two Coats On New Work Wilh Ready Mixed Road Marking Paint Cinforming To Ls:164 On Bituminolls Surface, Including Cleaning The Sullace Of At Dirt, Dusi And Other Fore Gn Matte., Demarcation At Site And Trafllc Control . Over 10 Cm. In Width , Linear Dstinoator Systsm (Lds) Supply & Fixing Of Linear Delineator System (Lds) Panels Made Of Micro Prismatic Retro Reflective Sheeting Type Xl Duly Laminated On Thin Aluminium Foil To A Unique Corrugated Shape To Provide Retro Reflection Across Wide Range Of Observaiions And External Angles. Eatch Lds Panel Should Be Of Nominal Lenglh Of 33 Inch And Each Ridge Shall Be Approximately 0.34 Inch High Each Lds Panel Is To Be Firmly Fixed On Existing Concrete/Brick Work With 16 Nos Fastner/ Screw , Retro-Roflectivesheeting Type-Lv With 4 Mm Thick Acm Single Side Providing & Flxing Of Reflective Signs With A Corrosion Resistant 4 Mm Thick Wlth 0.4 To 0.5 Mm Both Side Aluminium Skin Aluminium Composite Panel Lace To Be Iully Covered With Hlgh Lntenslty Prlsmatic Sheetlng Type Lv As Per Irc-6712012 Relro Refleclive Sheeling With Back Frame Ms Angle Of 35X35x5 Mm. Legends , Letters , Numerals And Borders Elc Shollld Be As Per Morth Speciflcation No Bo1.3.7 .The Sheelng Shall Have A Pressure - Sensltive Adhesive Of The Aggressive - Tack Type Requiring No Heat , Solvent Other Preparation For Adhesion 10 A Smooth Clean Surface, In A Manner Recommended By The Sheeting Manufacturer. The Acim (Aluminium Composite Materials) Shall Be Flxed On The Back Frame Nis Angle Wiih Riveting. Micro Prismalic Type Lv Retro Rellective Sheeting Conilrming 1O Astm 04956-09 Shall Be Pressure Lixed. The Retro Reflective Sheeting Shall Be Tested For A Cerlillcate Of Having The Sheeting Tesled For Coetllcient Of Retro Refleclion, Dayume Colour And Luminance, Shrinkage, Flexibilily, Liner Iemoval, Adhesion, Impact Resistance, Specular Gloss And Fungus Resistance, 3 Years Outdoor Weathering And Its Having Passed Lhese Lesls Shall Be Obtained From Lnlemational/Government Laboratory/ Lnstitute By The Manufacture. Of The Sheetng And In Case The Certiflcate Is Oblalned From International Condilion, T Should Also Be Obtained From Lndian Condilion Within 3 Years Of Launching Of Producl By The Manufactllre In Abroad. Alternalively, A Cerliilcate Conforming To Astm Specification (D 4956-09) On Artiilcial Accelerated Weathering Requirements From A Reputed Laboratory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, Lhe Employer/Client, If So Desires, Could Seek For A Petlotrnance Guarantee Which Would Be Released After Receipt Of Certiflcate Meeting The Requirement Of Lhree Years Outdoor Wealhering Of The Sheeting As Per Irc 67:2012 & Proof Of The Same Repo.T Shall Be Uploaded Whlch Quoting Tender. The Rate Shall Include All Materials, Labour, T&P, Lransportation, Installation And Lncidentals All Complete As Per Direction Of The Eng Neer-In-Charge. , Retro-Reflectivesheeting Type Iv With 4 Mm Thjck Acm Double Side: Providing & Fixing Of Reflective Signs Wilh A Corrosion Resistant 4 Mm Lhlck With 0.4 To 0.5 Mm Both Side Aluminium Skin Alumlnium Composite Panel Face To Be Fully Covered With High Tntensity Prismaiic Sheeling Type Lv As Per Irc-67:2012 Retro Reflective Sheeting With Back Frame Ms Angle Of 35X35x5 Mm Legends Letters , Numerals And Borders Elc Should Be As Per Morth Specification No801.3.7 The Sheeting Shall Have A Pressure - Sensitive Adhesive Of The Aggressive - Tack Type Requiring No Heai, Solvent Olher Preparation For Adhesion To A Smooth Clean Surface, Ln A Manner Recommended By The Sheeling Manufacturer. The Acn,4 (Aluminium Cornposite L\,4Aterials) Shall Be Ilxed On The Back Frame Ms Angle With Nveling. Micro Prismatic Type Lv Retro Refleclive Sheeting Conflrming Io Astm D4956-09 Shall Be Pressure Llxed. The Reko Reflective Sheeling Shall Be Tesled For A Cedificate Of Having The Sheeting Tested For Coemcient Oi Reko Reflection, Daytime Colour And Luminance, Shrinkage Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Fungus Resislance, 3 Years Outdoor Weatherlng And Its Having Passed These Tests Shall Be Obtained From Lnternallonal/Government Laboratory/ Lnstitute By Lhe Manufacturer Of Lhe Sheeting And In Case The Certificale Is Oblained From International Condition It Should Also Be Obta Ned From Lndian Condilion Wilhin 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternatively, A Certilicate Conforming 10 Astm Speciflcatlon (0 4958-09) On Aatiflclal Accelerated Weathering Requirements From A Reputed Laboratory In Lndia Can Be Accepled Provisionally. Ln Sllch A Situation, The Employer/Client If So Desires, Could Seek For A Performance Guarantee Which Would Be Released Afler Receipl Of Cerlillcate Meeting The Requirement Of Lhree Years Outdoor Weathering Of The Sheeling As Per Irc 67I2012 & Proof Of The Same Repofl Shall Be Uploaded Which Quoting Tender. The Rate Shall Include All Materials, Labour, T&P, Transportation, Installalion And Incidentals All Cornplete As Per Dlreclion Of The Engineer-In-Charge , Retro-Refle.Ctivesheeting Type-Xl With 4 Mm Thick Acm Single Side Providing & Fixing Of Reflective Signs Wilh A Corrosion Resistant 4 Mm Thick With 0.4 To 0.5 Mm Both Slde Aluminium Skin Alumlnium Composite Panel Face To Be Fully Covered With High Lntensity Prismatlc Sheeting Type Lv As Pet Irc-67:2012 Reko Reflective Sheeling With Back Frame L\,4S Angle Of 35X35x5 Mm. Legends , Letters , Numerals And Borders Etc Should Be As Per L\Lorth Specification No_ 801.3.7 The Sheeting Shal Have A Pressure - Sensitive Adhesive Of The Aggressive Tack Type Requiring No Heal Solvent Other Preparation For Adhesion To A Smooth Clean Surface, In A Manner Recommended By The Sheeting Manufacturer. The Acm (Alllminium Composite L\,4Aterlals) Shall Be Fixed On The Back Frame Ms Angle With Riveting. Micro Prismatic Type Lv Retro Reflective Sheeung Conflrming To Astlvl D4956-09 Shall Be Pressure Fixed. The Relro Reflective Sheeting Shall Be Tested For A Cefiilicate Of Having The Sheeting Tested For Coeificient Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Iungus Resistance. 3 Years Outdoor Weathering And Lts Having Passed These Tests Shall Be Obtained From Lnlernational/Government Laboraiory/ Lnstitute By The Manufacturer Of The Sheeting And In Case The Cefiificate Ls Obtained From Lnternational Condition. It Should Also Be Oblalned From Lndian Condition Wilhin 3 Years Of Launching Of Producl By The Manufacture In Abroad. Alternatively, A Certificate Conforming To Astii Speciflcation (D 4S5b-09) On Adiflcial Accelerated Weathering Requirements From A Reputed Laboratory In Lndia Can Be Accepted Prcvisionally. Ln Such A Siluation, The Employer/Client, If So Desires, Could Seek For A Performance Guaranlee Which Would Be Released After Receipt Of Certiflcate Meeting The Requirernent Of Three Years Outdoor Weathering Of Lhe Sheeting As Per Irc 67:2012 & Prooi Of The Same Reporl Shall Be Uploaded Which Quoting Tender. The Rate Shall Include All Materials, Labour, T&P, Transpoftalion, Installation And Incldentals All Complete As Per Direction Oi The Engineer-Ln-Charge , Retro-Reflectlveshoeting Type-Xl With 4 Mm Thick Acm Double Side Providing & Rlxing Of Reflective Signs With A Colrosion Resistanl 4 Mm Thick With 0.4 To 0.5 Mm Both Side Aluminium Skin Aluminium Composite Panel Face Lo Be Iully Covered With High Lntensity Prismatic Sheeling Type Lv As Per Irc-67:2012 Relro Retlective Sheeting Wlth Back Frame Ms Angle Of 35X35x5 Mm. Legends , Letters , Numerals And Borders Etc Should Be As Per Morth Specification No_ Bo1.3.7 .The Sheeting Shall Have A Pressure - Sensilive Adhesive Of The Aggressive - Tack Type Requiring No Heat, Solvent Other Preparation For Adhesion Lo A Smooth Clean Surface, In A Manner Recommended By The Sheeting Manufacturer, The Acn,4 (Aluminlum Composite Materlals) Shall Be Fixed On The Back Fiame Ms Angle With Riveting. Micro Prismalic Type Lv Retro Reflective Sheeting Conflrming To Astm D4956 09 Shall Be Pressure Fixed. The Relro Refleclive Sheeting Shall Be Tested For A Ce(Iilcate Of Having The Sheeting Tested For Coefllcient Of Retro Reflection, Daylime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Funqus Resistance. 3 Years Outdoor Weathering And Its Having Passed These Tests Shal Be Oblained From Lnternationa /Governmenl Laboratory/ Lnstitute By The Manufacturer Of The Sheeting And In Case Lhe Certillcate Ls Obtained From Internalional Condition, It Should Also Be Obtained From Lndian Condition Within 3 Years Of Launching Of Product By The Manufacture In Abroad Alternalively, A Ce(Iilcate Conforming To Astm Specification (D 4956-09) On Artiflcial Accelerated Wealhering Requirements From A Reputed Laboratory In Lndia Can Be Accepted Provisionally. Ln Such A Sltuation, The Employer/Cllent, If So Deslres Could Seek For A Performance Guarantee Which Would Be Released After Receipt Of Cedillcate Meeling The Requirement Of Lhree Years Outdoor Weathering Of The Sheeting As Per Irc 67:2012 & Proof Of The Same Repo( Shall Be Uploaded Which Quoting Tender. The Rate Shall Include All Materials, Labour, T&P, Transpo.Tation, Installation And Incidentals All Complete As Per Direction Of The Engineer-In-Charge , Bollard (Single Sido) Supply & Fixing Of Bollard Made(Single Side) Out Of2mm Thick Aluminium Sheet Face Lo Be Covered With High Intensity Prismatic Grade Type Lv Sheeting , Legends , Letters , Numerals And Borders Etc Should Be As Per Morth Specillcation No-801.3.7 . Welded Poly Shaped To Make It Monolithic Pillar Size 12Oo Mm High Bollard Is Having A Frame 900X600 Mm And 600 Mm Dia For Fixation Made Out Of 35 X 35 X 5 Mm Angle Iron And From Side Is Fully Cover (Size Of Foundation 0.45X0.45X0.60M) , Bollard (Doublo Side) Supply 8, Fixing Of Bollad Made (Double Side) Out Of 2Mm Thick Aluminium Sheet Face To Be Covered With High Intensity Prismatic Grade Iype Lv Sheeting Legends , Letters , Numerals And Borders Etc Should Be As Per Morih Specification No-801.3.7. Welded Poly Shaped To Make It Monolithic Pillar Size 1200 Mm High Bollard Is Having A Frame 900X600 Mm And 600 Mm Dia For Fixation Made Out Of 35 X 35 X 5 Mm Angle Iron And From Side Ls Fully Cover. (Size Of Foundalion 0.45X0.45X0.60M) , Solar Power Road Marker (Solar Studs) The Solar Studs Shalt Be Made Of Aluminium Alloy And Poly Carbonate Material Which Shall Be Absolutely Weather Resistant And Strong Enough To Support A Load Of 13,635 Kg Tested In Accordance With Ast[4 D4280. Lts Co]Our May Be While . Red , Yellow , Green Or Blue Or Combination As Directed By The Engineer . Its Water Resislance Shall Meet Lhe Requiremenls Of Lp 65 In Accordance Wilh 15:12063:1987 Category 2 For Protection Againsl Water Ingress The Dimensions Of Solar Sluds Shall Not Be Less Than 100 Mm X 100 Mm X 10 Mm Ltshall Have Super Bright Leds So As To Provide Long Visibillty From A Distance Of More Than B0o M. Lts Flashing Rate Shall Not Be Less Than1 Hz Lts Should Be Able To Glve The Prescribed Performance In The Temperrature Range Of - 40C To +55C Lts Life Shall Be Not Less Than 3 Years. The Rate Shall Include All Materials, Labour, Equipments, Fabrication, Transportation, Erecuon, Installation And Incidentals All Complete As Per Direclion Of The Englneer-In-Charge , Cast-Ln-Situ Cement Concreto M 20 Kerb Construction Of Cement Concrete Kerb With Top And Bottom Width 115 And 165 Mm Respectively, 250 Mm High In M 20 Grade Plain Cement Concrete On M-10 Grade Foundation 150 Mm Thick, Foundation Having 50 Mm Projection Beyond Kerb Stone, Kerb Stone Laid With Kerb Laying Machine, Foundation Concrete Tad Manually, Alt Complete As Per Clause 408. , Retro-Reflectorised Traffic Sign As Per Irc-87-2012 Providing And Flxing Of Retro-Reflectorised Caulionary, Mandalory And Informalory Sign As Per Irc 167-2012 Made Of High Intensily Grade Sheeting Type Lv Vide Clause 801.3, Fixed Over Aluminium Sheeting 15 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Ilrmly Fixed To The Ground By Means Of Properly Designed Foundation With M 15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm. 60 Cm Below Ground Level As Per Approved Drawing. The Retro Reflective Sheeting Shall Be Lested For A Cerliilcate Of Having The Sheeling Tested For Coetflcient Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Flrngus Resistance 3 Years Outdoor Weatherrng Anci Ils Having Passed Lhese Lesls Shall Be Obtained From Lnternational/ Government Laboratory/ Lnstitute By The Manufacturer Of The Sheeting And In Case The Cerlillcate Is Obtained From Lnternatlonal Condition, It Should Also Be Obtained From Lndian Condiuon Within 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternalively, A Certiflcate Conforming To Asti\,4 Specillcation (0 4956-09) On Artiflcial Accelerated Weathering Requirements From A Reputed Labo.Atory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer / Client, If So Deskes, Could Seek For A Peformance Guarantee Which Would Be Released After Receipt Of Cerlificate Meeting The Requirement Of Three Years Olrtdoor Weathering Of The Sheeting As Per Irc 67.2012. Legends,Lellers, Numerals And Borde.S Etc Should Be As Per Aiorth Speciflcation No-801.3.7 . Proof Of The Same In Form Of Government 90 Cm Equllateral Tringle With Dif,Lnitation Plate Size (20Cm X 60Cm , Retro-Reflectorised Traffic Sign As Per Irc-87-2012 Providing And Flxing Of Retro-Reflectorised Caulionary, Mandalory And Informalory Sign As Per Irc 167-2012 Made Of High Intensily Grade Sheeting Type Lv Vide Clause 801.3, Fixed Over Aluminium Sheeting 15 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Ilrmly Fixed To The Ground By Means Of Properly Designed Foundation With M 15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm. 60 Cm Below Ground Level As Per Approved Drawing. The Retro Reflective Sheeting Shall Be Lested For A Cerliilcate Of Having The Sheeling Tested For Coetflcient Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Flrngus Resistance 3 Years Outdoor Weatherrng Anci Ils Having Passed Lhese Lesls Shall Be Obtained From Lnternational/ Government Laboratory/ Lnstitute By The Manufacturer Of The Sheeting And In Case The Cerlillcate Is Obtained From Lnternatlonal Condition, It Should Also Be Obtained From Lndian Condiuon Within 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternalively, A Certiflcate Conforming To Asti\,4 Specillcation (0 4956-09) On Artiflcial Accelerated Weathering Requirements From A Reputed Labo.Atory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer / Client, If So Deskes, Could Seek For A Peformance Guarantee Which Would Be Released After Receipt Of Cerlificate Meeting The Requirement Of Three Years Olrtdoor Weathering Of The Sheeting As Per Irc 67.2012. Legends,Lellers, Numerals And Borde.S Etc Should Be As Per Aiorth Speciflcation No-801.3.7 . Proof Of The Same In Form Of Government 60 Cm Eqlrilateral Trinqle With Difflnitation Plate (20Cm X 60Cm) , Retro-Reflectorised Traffic Sign As Per Irc-87-2012 Providing And Flxing Of Retro-Reflectorised Caulionary, Mandalory And Informalory Sign As Per Irc 167-2012 Made Of High Intensily Grade Sheeting Type Lv Vide Clause 801.3, Fixed Over Aluminium Sheeting 15 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Ilrmly Fixed To The Ground By Means Of Properly Designed Foundation With M 15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm. 60 Cm Below Ground Level As Per Approved Drawing. The Retro Reflective Sheeting Shall Be Lested For A Cerliilcate Of Having The Sheeling Tested For Coetflcient Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Flrngus Resistance 3 Years Outdoor Weatherrng Anci Ils Having Passed Lhese Lesls Shall Be Obtained From Lnternational/ Government Laboratory/ Lnstitute By The Manufacturer Of The Sheeting And In Case The Cerlillcate Is Obtained From Lnternatlonal Condition, It Should Also Be Obtained From Lndian Condiuon Within 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternalively, A Certiflcate Conforming To Asti\,4 Specillcation (0 4956-09) On Artiflcial Accelerated Weathering Requirements From A Reputed Labo.Atory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer / Client, If So Deskes, Could Seek For A Peformance Guarantee Which Would Be Released After Receipt Of Cerlificate Meeting The Requirement Of Three Years Olrtdoor Weathering Of The Sheeting As Per Irc 67.2012. Legends,Lellers, Numerals And Borde.S Etc Should Be As Per Aiorth Speciflcation No-801.3.7 . Proof Of The Same In Form Of Government 60 Cm Circular With Difflnltation Plale (20Cm X 60Cm) . , Retro-Reflectorised Traffic Sign As Per Irc-87-2012 Providing And Flxing Of Retro-Reflectorised Caulionary, Mandalory And Informalory Sign As Per Irc 167-2012 Made Of High Intensily Grade Sheeting Type Lv Vide Clause 801.3, Fixed Over Aluminium Sheeting 15 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Ilrmly Fixed To The Ground By Means Of Properly Designed Foundation With M 15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm. 60 Cm Below Ground Level As Per Approved Drawing. The Retro Reflective Sheeting Shall Be Lested For A Cerliilcate Of Having The Sheeling Tested For Coetflcient Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Flrngus Resistance 3 Years Outdoor Weatherrng Anci Ils Having Passed Lhese Lesls Shall Be Obtained From Lnternational/ Government Laboratory/ Lnstitute By The Manufacturer Of The Sheeting And In Case The Cerlillcate Is Obtained From Lnternatlonal Condition, It Should Also Be Obtained From Lndian Condiuon Within 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternalively, A Certiflcate Conforming To Asti\,4 Specillcation (0 4956-09) On Artiflcial Accelerated Weathering Requirements From A Reputed Labo.Atory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer / Client, If So Deskes, Could Seek For A Peformance Guarantee Which Would Be Released After Receipt Of Cerlificate Meeting The Requirement Of Three Years Olrtdoor Weathering Of The Sheeting As Per Irc 67.2012. Legends,Lellers, Numerals And Borde.S Etc Should Be As Per Aiorth Speciflcation No-801.3.7 . Proof Of The Same In Form Of Government B0 Mm X 60 Mm Reclangu annual repair With Difllnitation Plate (20Cm X 60Cm) , Retro-Reflectorised Traffic Sign As Per Irc-87-2012 Providing And Flxing Of Retro-Reflectorised Caulionary, Mandalory And Informalory Sign As Per Irc 167-2012 Made Of High Intensily Grade Sheeting Type Lv Vide Clause 801.3, Fixed Over Aluminium Sheeting 15 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Ilrmly Fixed To The Ground By Means Of Properly Designed Foundation With M 15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm. 60 Cm Below Ground Level As Per Approved Drawing. The Retro Reflective Sheeting Shall Be Lested For A Cerliilcate Of Having The Sheeling Tested For Coetflcient Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Flrngus Resistance 3 Years Outdoor Weatherrng Anci Ils Having Passed Lhese Lesls Shall Be Obtained From Lnternational/ Government Laboratory/ Lnstitute By The Manufacturer Of The Sheeting And In Case The Cerlillcate Is Obtained From Lnternatlonal Condition, It Should Also Be Obtained From Lndian Condiuon Within 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternalively, A Certiflcate Conforming To Asti\,4 Specillcation (0 4956-09) On Artiflcial Accelerated Weathering Requirements From A Reputed Labo.Atory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer / Client, If So Deskes, Could Seek For A Peformance Guarantee Which Would Be Released After Receipt Of Cerlificate Meeting The Requirement Of Three Years Olrtdoor Weathering Of The Sheeting As Per Irc 67.2012. Legends,Lellers, Numerals And Borde.S Etc Should Be As Per Aiorth Speciflcation No-801.3.7 . Proof Of The Same In Form Of Government 60 Mm X 45 Mm Rectangular With Difllnitation Plale (2Ocm X 60Cm) , Retro-Reflectorised Traffic Sign As Per Irc-87-2012 Providing And Flxing Of Retro-Reflectorised Caulionary, Mandalory And Informalory Sign As Per Irc 167-2012 Made Of High Intensily Grade Sheeting Type Lv Vide Clause 801.3, Fixed Over Aluminium Sheeting 15 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Ilrmly Fixed To The Ground By Means Of Properly Designed Foundation With M 15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm. 60 Cm Below Ground Level As Per Approved Drawing. The Retro Reflective Sheeting Shall Be Lested For A Cerliilcate Of Having The Sheeling Tested For Coetflcient Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Flrngus Resistance 3 Years Outdoor Weatherrng Anci Ils Having Passed Lhese Lesls Shall Be Obtained From Lnternational/ Government Laboratory/ Lnstitute By The Manufacturer Of The Sheeting And In Case The Cerlillcate Is Obtained From Lnternatlonal Condition, It Should Also Be Obtained From Lndian Condiuon Within 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternalively, A Certiflcate Conforming To Asti\,4 Specillcation (0 4956-09) On Artiflcial Accelerated Weathering Requirements From A Reputed Labo.Atory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer / Client, If So Deskes, Could Seek For A Peformance Guarantee Which Would Be Released After Receipt Of Cerlificate Meeting The Requirement Of Three Years Olrtdoor Weathering Of The Sheeting As Per Irc 67.2012. Legends,Lellers, Numerals And Borde.S Etc Should Be As Per Aiorth Speciflcation No-801.3.7 . Proof Of The Same In Form Of Government 60 Cm X 60 Cm Square With Difflnitation Plate (20Cm X 60Crn) , Direction And Place Identification Signs Up To 0.90 Sqm Size Board Providing And Erecting Directlon And Place Identification Retro Reflectorised S Gn As Per Irc-67 Made Of High Intensily G.Ade Sheeting The Relro Reflective Sheelng Shall Be Tested For A Certiicate Of Having The Sheeling Tested For Coefficient Of Reko Reflection. Daytime Colour And Luminance, Shrinkage, Flexibllity. Liner Removal Adhesion, Impacl Resislance, Specula. Gloss And Iungus Resistance, 3 Years Ouldoor Weathering And Its Having Passed These Tesls Shall Be Obtalned From Lnternational/Govemment Laboraiory/ Lnslitule By The Manufacturer Of The Sheeting And In Case The Certillcate Is Obtained From International Condition, It Should Also Be Obtained From Lndian Condltion Within 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternatively, A Certiflcate Confonning To Ast[4 Specification (D4956 09) On Art Ficial Ccelerated Wealhering Requirements Faom A Reputed Laboratory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer I Client, If So Desires, Could Seek For A Performance Guarantee Which Would Be Released After Receipt Of Cerlificate Meeting The Requirement Of Lhree Years Olrtdoor Weathering Of Lhe Sheeting As Per Irc 67 2012. Legends , Letters , Nurrerals And Borders Etc Should Be As Per Imorth Speciilcation No-801.3.7 Sheet Fixed Over Aluminium Sheetinq .2 Mm Thick Wilh Area Not Exceeding 0.9 Sqm.Supported On A Mild Steel Single Angle Iron Post 75X75x6 Mm Flrmly Fixed Lo The Ground By Rneans Of Property Designed Foundalion With N,4-15 Grade Cement Concrete 45X45x60 Cm.,Below Ground Lcvcl As Pcr Approvcd D.Awing. Complete. , Tree Plats Supply & Fixing Of Retro Reflective Tree Plate Having Size 15Cm X15cm, Conjisiing Type Xl Retro Reflective Sheeting Lixed Over 1.50 Mm Thick Aluminiu; Sh;Et Including Labour, Material T&P Etc For Proper Completion Of The Work. The Rate Shall Include All Materials, Labour, T&P, Transportation, Lnstallation And Incidentals All Complete As Per Direction Of The Engineer-Incharge. , Traffic Cone Traffice Cone: Supply Of Red Fluorescent Wilh With Refleclive Sleeve Trafflc Cone A Squre Base Of 300 To 500 Mm & Thickness 35 Mm And A Heiht Of 1000 Mm To 500 Mm. Thay Shall Be Brilliant Red / Orange / Yellow And Shall Be Made Of Ldpe Material Ihat Can Be Struck Without Causing Damage Lo Lmpacting Vehicles. Retro-Reflect Orization Of Cone Shall Be Provided By A 150 Mm Wide While Band Located 75 Lo 100 Mm Irom The Top Of The Cone And Additional 100 Mm Wide White Band Located Approximately 50 Mm Below The 150 Mm Band The Rate Shallinclude All Materials, Labour, T&P, Transportation, Lnstallation And Incidentals All Complete As Per Direction Ofthe Engineer-In-Charge. 1000 Mm Helght , Traffic Cone Traffice Cone: Supply Of Red Fluorescent Wilh With Refleclive Sleeve Trafflc Cone A Squre Base Of 300 To 500 Mm & Thickness 35 Mm And A Heiht Of 1000 Mm To 500 Mm. Thay Shall Be Brilliant Red / Orange / Yellow And Shall Be Made Of Ldpe Material Ihat Can Be Struck Without Causing Damage Lo Lmpacting Vehicles. Retro-Reflect Orization Of Cone Shall Be Provided By A 150 Mm Wide While Band Located 75 Lo 100 Mm Irom The Top Of The Cone And Additional 100 Mm Wide White Band Located Approximately 50 Mm Below The 150 Mm Band The Rate Shallinclude All Materials, Labour, T&P, Transportation, Lnstallation And Incidentals All Complete As Per Direction Ofthe Engineer-In-Charge. 750 Mm Helght , Traffic Cone Traffice Cone: Supply Of Red Fluorescent Wilh With Refleclive Sleeve Trafflc Cone A Squre Base Of 300 To 500 Mm & Thickness 35 Mm And A Heiht Of 1000 Mm To 500 Mm. Thay Shall Be Brilliant Red / Orange / Yellow And Shall Be Made Of Ldpe Material Ihat Can Be Struck Without Causing Damage Lo Lmpacting Vehicles. Retro-Reflect Orization Of Cone Shall Be Provided By A 150 Mm Wide While Band Located 75 Lo 100 Mm Irom The Top Of The Cone And Additional 100 Mm Wide White Band Located Approximately 50 Mm Below The 150 Mm Band The Rate Shallinclude All Materials, Labour, T&P, Transportation, Lnstallation And Incidentals All Complete As Per Direction Ofthe Engineer-In-Charge. 500 Mm Helght , Aluminum-Backed Flexible Prismatic Sheeting Shall Be Made Of Yellow Colored Flexible Prismallc Sheeting With Non-Rnetallic Prismatc Lens Formed In A Lransparent, Synthelic Resin As Retro Leflective Elements. This Llexible Prlsmatic Sheeting Shall Have Black And Yellow Stripes With Aluminum Backed Flexible Prismatic Type Vl Sheeting Conforming To Astm: D4956 . Specifications And Standards Of Coefllcient Of Relro Refleclivity, Flexibility And Lmpact Resislance Applicable For Reboundable Devices This Flexible Prismatic Sheeting Shall Have Screen Printed Arrow/Slant Line Pattern In Black Colour In A Continuous Roll Format. Wldlh Of Object Marker Shall Be 300 Mm. The Rate Shall Include All Materials, Labour, T&P, Transportation, Installation And Incidentals All Complete As Per Direclion Of The Engineer In-Charge , 2.40 M Span Over Head Cantilever Structure With 150 Die Ms One Vertical Post (Double Side Retro Reflective Sign Boards) Supply, Fixing & Eraction Of Built Up Cantilever Structure 240 M Span O.PiiIng Oi One Ve.Tical Posts Of 7 30 N4 Heighl Made Up Of 150 Mm Nb Medium Class T\4S Pipe As Vertical Memberwelded With 10 Mm Ms Plate At Top & Lo Mm Lvls Plate At Boltom. Flxing To Vertical Post As Per Structllre Design & Drawing Wiih One Of Steel Primer And Two Coats Of Synthetic Enamel Plant And The R;Tro Reflective Sheetinq Shall Be Tesled For A Certifcale Of Having The Sheeting Tested Fo. Coemcient Of Retro Reflection, Daylime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Fungus Resistance, 3 Years Olltdoor Wealhering And Ils Having Passed These Lests Shall Be Obtained From Lnternational/Government Laboraiory/ Lnstitute By The Manufactllrer Of The Sheeting And In Case The Certificate Is Obtained From Internatlonal Condilion, It Should Also Be Obtained From Lndian Condition Wilhin 3 Years Of Launchlng Of Product By The Manufacture In Abroad. Alternatively, A Cedificate Confonning Io Astm Speciflcation (0 4956 09) On Artificial Accelerated Weathering Reqllirements From A Reputed Laboratory In Lndia Can Be Accepted Provisionally. N Such A Sltuation, The Employer / Client, If So Desiaes. Could Seek For A Peformance Guarantee Which Would Be Released After Receipt Of Cerllllcate Meeting The Requirement Of Three Years Outdoor Weathering Ol Lne Sheeling As Pel Irc 67 2012 . Legenos . ,Etters . Numerdls And Borders Elc Sholllo Be Asperl\,4Orlh Specif,Calion No_801 37 The Work Includes Construction Of Reinforced Cement Concrete Foundation Of Size 0.60X0.60X1.20 M Of Required Depth As Per Site Condilion For Built Up Struclure Lncluding Earth Work In Excavation 100 Mm Thick Lean Concrete Ln 1:3:6 Cemenl Coarse Sand And 40 Mm Gauge Stone Ballast. Reinforced Cement Concrete Lm25 Includlng Supply And Fixing Of 25 Mm Dla Foundalion Bolts 600 Mm Long As Per Provision Of Slructure Design Including Cost Ot Reinforcement & Shuttering. The Lateral Vertical Clearances And Complete. Lnstallation Work Shall Be As Per Relevant Clauses Of Mort&H Specitlcation Seclion 800 And Irc 67 2012 Complete In A I Respect The Rates Shall Inclucle Cosl Ol Design Fabrication, Supply, Lransporlalion, Local Shifling Erection Of Signage Slructure Using Crane, Incluslve Of All Taxes Etc All T&P Machine, Material And Labout Required For Proper Completion Of Work As Per Direction Of Engineer-In-Charge , Retro-Reflectorised Traffic Sign As Per Irc-87-2012 Providing And Flxing Of Retro-Reflectorised Caulionary, Mandalory And Informalory Sign As Per Irc 167-2012 Made Of High Intensily Grade Sheeting Type Lv Vide Clause 801.3, Fixed Over Aluminium Sheeting 15 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Ilrmly Fixed To The Ground By Means Of Properly Designed Foundation With M 15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm. 60 Cm Below Ground Level As Per Approved Drawing. The Retro Reflective Sheeting Shall Be Lested For A Cerliilcate Of Having The Sheeling Tested For Coetflcient Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Flrngus Resistance 3 Years Outdoor Weatherrng Anci Ils Having Passed Lhese Lesls Shall Be Obtained From Lnternational/ Government Laboratory/ Lnstitute By The Manufacturer Of The Sheeting And In Case The Cerlillcate Is Obtained From Lnternatlonal Condition, It Should Also Be Obtained From Lndian Condiuon Within 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternalively, A Certiflcate Conforming To Asti\,4 Specillcation (0 4956-09) On Artiflcial Accelerated Weathering Requirements From A Reputed Labo.Atory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer / Client, If So Deskes, Could Seek For A Peformance Guarantee Which Would Be Released After Receipt Of Cerlificate Meeting The Requirement Of Three Years Olrtdoor Weathering Of The Sheeting As Per Irc 67.2012. Legends,Lellers, Numerals And Borde.S Etc Should Be As Per Aiorth Speciflcation No-801.3.7 . Proof Of The Same In Form Of Government 30X90 Cm (Lefrright) Object Hazard , Retro Rellectorisod Signs (Stajnless Steel Frame And Post With One Side Sings) Supply & Fixing Of Reflective Sign Board (Single Side) Of Size 1.50X1.20 M Retro Refleclive Sheeling Of Hip Grade Type-Lv, Lhe Board Shall Be Fixed On 50Mm Ss 304 Grade Pipe And Refleclive Sheet On 4 Mm Thick, Acm Sheel Of Standard Make As Per Morth Specificaton. The Board Shall Be Fixed Using 2 Man Post 45X45x60 Cm Cement Conclete Foundauon. The Stainless Steeljoint Welding Of Ss Pipe Work Shall Be Band And Grinder Property Including Bufflng So An To Give Uniiorm Shining At Weded Joinls. The Retro Reflective Sheellng Shall Be Lested For A Certiflcate Of Having Ihe Sheeting Tested For Coefficienl Of Retro Reflection, Daytime Cololrr And Luminance, Shrinkage, Flexibility, Linet Removal, Adheslon, Impact Resistance, Specular Qloss And Fungus Resistance, 3 Years Outdoor Weathering And Its Having Passed These Tests Shall Be Obtained From Lnternational/Governmenl Laboratory/ Institute By Lhe Manufacturer Of The Sheeting And Ln Case The Cedillcate Is Obtained From Inlernational Condition, It Should Also Be Oblained From Lndian Condition Within 3 Years Of Launching Of Procluct By The Manufacture In Abroad Allernatively. A Certiflcate Confolrnlng To Astm Specilicalion (D 4956-09) On Artiflcial Acceleraled Weathenng Requirements From A Reputed Laboratory Ln Lndia Can Be Accepled Provislonally. Ln Slrch A Situation, The Employer / Clienl, If So Desires, Could Seek For A Performance Guarantee Which Would Be Released After Receipt Of Certificale Meeting The Requirement Of Three Years Ouldoor Weathering Of The Sheeting As Per Irc 67I2012. Legends , Letters , Numerals And Borders Elc Should Be As Per Morth Specification No-801.3.7 . Proof Of The Same In Form Of Governmenl Repod Shall Be Uploaded While Quoting Tender. , Retro Reflectorised Signs (Stainless Steel Frame And Post With Both Side Sings) Slrpply & Fixing Of Reflecllve Sign Board (Sing E Side) Of Size 1.50X1.20 M Retro Reflective Sheeting Of Hip Grade Type-Lv, The Board Shall Be Fixed On 50Mm Ss 304 Grade Pipe And Refleclive Sheet On 4 Mm Thick Acni Sheet Of Standard Make As Per Morth Speciilcaton. The Board Shall Be Fixed Using 2 Man Post 45X45x60 Crn Cement Concrele Foundation The Stainless Steelioint Welding Of Ss Pipe Work Shallbe Band And Grinder Propefiy Including Butting So An To Give Uniform Shining At Weded Joints. The Relro Reflective Sheeting Sha I Be Tested For A Certificale Of Having The Sheeling Tested For Coefficient Of Retro Reflection Daytime Colour And Luminance, Shrinkage. Flexibiity, Llner Removal, Adhesion, Impact Resistance, Specular Gloss And Fungus Reslstance, 3 Years Outdoor Weathering And Its Having Passed These Tests Shall Be Obtained From Lnternational/Government Laboratory/ Lnstitute By Lhe Manufacturer Of Lhe Sheeling And Ln Case The Certiflcate Is Obtained Lrom Lnternational Condition, It Should Also Be Obtained From Lndian Condition Wlthin 3 Years Of Launching Of Product By The Manufacture In Abroad. Allernatively, A Cerlificate Conforming To Astm Specificalion (0 4956.09) On Artificial Accelerated Weathering Requlremenls From A Reputed Laboratory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer / Clienl, If So Desires, Could Seek For A Performance Guarantee Which Would Be Released After Receipt Of Certificate Meeting The Requirement Of Three Years Outdoor Weather Ng Of The Sheeting As Per Irc 67I2012. Legends. Letters, Numerals And Borders Etc Should Be As Per Morth Specification No-801.3.7 . Proof Of The Same In Form Of Government Report Shall Be Uploaded Whlle Quoting Lender. , Type - A, W : Metal Beam Crash Barrier Providing And Erecting A W Metal Beam Crash Barrler Comprlsing Of 3 Mm Lhick Coffugated Sheet Melal Beam Ral 70 Cm Above Road/Ground Level Flxed On Ismc Series Channel Vertical Posl, 150 X 75 X 5 Mm Spaced 2 M Centre To Centre, 1.8 M High. 1.1 M Below Grolnd/Road Level, All Steel Parts And Fltments To Be Galvanised By Hot Dip Process, All Fltlings To Conform To Lsi1367 And 15:1364. Metal Beam Rail To Be Fixed On The Vedical Post With A Spacer Of Channel Section 150 X 75 X 5 Mm, 330 Mm Long Complete As Per Clause 810 , Type - B, Thrie : Metal Beam Crash Barrier Providing And Erecting A Thrie Metal Beam Crash Barrier Comprising Of 3 Mm Thick Corrugated Sheet Melal Beam Rail,85 Cm Above Road/Ground Level, Fixed On Isi\Ic Series Channel Vertical Post, 150 X 75 X 5 Mm Spaced 2 M Cenlre To Cenke, 2 M High With 1.15 M Below Ground Level, All Steel Parts And Fltments To Be Galvanised By Hot Dip Process, All Fittings To Conform Lo Lsl1367 And Ls:1364 Metal Beam Rail 10 Be Fixed On The Verlical Post With A Space Of Channel Seclion 150 X 75 X 5 Mm, 546 Mm Long Complete As Per Clause 810 , Anti-Termite Treatment The Soil Along With External Perimeter Of Building At The Rate Of 2.5 Litres Of Emulsion Per Square Metre Of The Perimeter Wall {Chapter No.08 Si.No.5} , Anti-Termite Treatment Of The Bottom And Sides Of Excavation At The Rate Of 5Litres Of Emulsion Per Square Metre Of Surface Area {Chapter No.08 Si.No.1} , Anti-Termite Treatment Of The Top Surface Of Filled Earth At The Rate Of 5 Litres Of Emulsion Per Square Metre Of Surface{Chapter No.08 Si.No.3} , Anti-Termite Treatment Of The Soil Under Plinth Protection At The Rate Of 5 Litres Of Emulsion Per Square Metre Of Surface {Chapter No.08 Si.No.4} , Anti-Termite Treatment Of The Backfill In Contact With Foundation At The Rate Of 7.5 Litres Of Emulsion Per Square Metre Of Vertical Surface (Area Of The Sub Structure In Contact With Backfill To Be Measured) {Chapter No.08 Si.No.2} , Treatment Of Existing Masonry Using Chemical Emulsion @ One Litre Per Hole At 300 Mm Interval Including Drilling Holes At 45 Degree And Plugging Them With Cement Mortar 1:2 (1 Cement :2 Coarse Sand) To The Full Depth Of The Hole : With Chlorpyriphos/Lindane E.C. 20% With 1% Concentration {Chapter No.08 Si.No.6-2.35.4.1} , Treatment Of Soil Under Existing Floors Using Chemical Emulsion @ One Litre Per Hole, 300 Mm Apart Including Drilling 12 Mm Diameter Holes And Plugging With Cement Mortar 1 :2 (1 Cement : 2 Coarse Sand) To Match The Existing Floor: With Chlorpyriphos/Lindane E.C. 2Oo/O With 1% Concentration {Chapter No.08 Si.No.6-2.35.3.1} , Providing And Stacking 22.40-53Mm Guage Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Etc All Complete.(Ns) , Supply And Laying Stone Dust Etc All Complete. , Consolidation/Compaction Of Stone Ballast 10Cm Thick (Loose) Coat Including Repairing Of Patches Picking Up To Old Surface Spreading, Ballast Making Medhies To Retain Water And Carriage Of Metal Upto 30M Carriage Of Water Upto 200M Maintenance Of Barriers And All Labour T&P Including Road Roller Charges Etc. Required For Proper Completion Of Work The Stone Ballast Is To Be Supplied To The Contractor Free Of Cost At Site. , Scarifying The Existing Bituminous Road Surface To A Depth Of 150 Mm And Disposal Of Scarified Material With A Lift Upto 3 M And Lead Upto 1000 M As Per Technical Specification Clause 301.4 {Chapter No.20 Si No.16} , Providing And Applying Primer Coat With Ss1 Grade Bitumen Emulsion On Prepared Surface Of Granular Base Including Clearing Of Road Surface And Spraying Primer At The Rate Of 0.70 Kg/Sqm Using Mechanical Means. (As Per Attached Analysis) , Providing And Laying Dense Graded Bituminous Macadam With Higher Capacity Batch Type Hmp Using Crushed Aggregates Of Specified Grading, Premixed With Bituminous Binder @ 4.5 Per Cent By Weight Of Total Mix And Filler, Transporting The Hot Mix To Work Site, Laying With A Hydrostatic Paver Finisher With Sensor Control To The Required Grade, Level And Alignment, Rolling With Smooth Wheeled, Vibratory And Tandem Rollers To Achieve The Desired Compaction As Per Morth Specification Clause No. 505 Complete In All Respects Including Cost Of All Materials, T&P, Labour, Cartage For Proper Completion Of Work As Per Direction Of Enginee-In-Charges. (20-Chapter Analysis Rate) , Providing & Applying Tack Coat With Bitumen Vg-10 Using Bitumen Pressure Distributor At The Rate Of 0.30Kg/Sqm. On The Prepared Primed Granular/Old Painted Surface. Cleaned With Air Compressor. Including All Taxes, Material, Labour, T&P Etc Required For Proper Completion Of The Work. (For Bituminous Surface). (Chapter No.20 Si No.9) , Providing And Laying Bituminous Concrete (Grading-Ii) With 100-120 Tph Hot Mix Plant Producing An Average Output Of 75 Tonnes Per Hour Using Crushed Aggregates Of Specified Grading, Premixed With Bituminous Binder Vg-30 As Per Approved Job Mix Formula Which Ever Is Higher Of Mix And Filler, Transporting The Hot Mix To Work Site, Laying With A Hydrostatic Paver Finisher With Sensor Control To The Required Grade, Level And Alignment, Rolling With Smooth Wheeled, Vibratory And Tandem Rollers To Achieve The Desired Compaction As Per Morth Specification 5Th Revision Clause No. 509 Complete In All Respects Including Cost Of All Materials, T&P, Labour, Cartage For Proper Completion Of Work As Per Direction Of Enginee-In-Charges. (20-Chapter Analysis Rate) , S/L/J Of 20Mm Dia Pvc Cunduct Pipe Etc. All Complete. , Making Of Nala Bandha With Sand Bags. With Local Sand Including Etc. All Complete. (Atached Per Annalysis Rate). , Providing Of Nala Bandha For Diversion Of Nala Etc All Complete.(Ns) , Scraping Of Max Phalt Road Including Disposal Of All Scraped Material To A Distance Of 30Mtrs (100 Ft) As Directed By Engineer-In-Charge C.P. & T&P.Etc. All Complete. {Chapter No.20 Si No. 772(A)} , Dismentling Existing Damage Plaster Including Disposal Of Refuse As Directed By E/Ic With In A Distance Of 60 Meters Etc. All Complete. {Chapter No. 17 S.I. No.16 (706)} , Supply And Fixing Of Light Fitting Switch Board. (None Sheduled) , Fixing Of Gate, Grill And Jali Etc. All Complete. (None Scheduled) , Supply & Fixing Of Wiring Sub Main. , Supply & Fixing Of Plug Point 15Mm. , Supply And Fixing Oxided Iron Fitting Etc. All Complete (None Scheduled) , Supply/Fixing Of 16 Mm Pvc Pipe Adopter Suitable For Item No. , Supply/Fixing Of 20 Mm Cvc Pipe Adopter Suitable For Item No. , Supply & Fixing Of 27Watt. Cfl Etc. All Complete. , Supply And Fixing Cat Eye Including Supply Of All Material, Loabour, T&P Etc. All Complete. (Chapter No.28 Si.No.5B) , Supply And Fixing Wiring Of Light Point. (None Sheduled) , Making Connection Of Drain Of Sewer Line With Existing Man Hole Including Breaking Into And Making Good The Walls, Floors With Cement Concrete 1:2:4 Cement Plastered On Both Side With Cement Mortar 1:3 Finished With A Floating Coat Of Neat Cement And Making Necessary Channels With Cement Concrete 1:2:4 For The Drain Etc. All Complete. (Chapter No.25 Si.No.9) , Cement Concrete Flooring 1:2:4 ( 1 Cement : 2 Course Sand : 4 Graded Stone Of Size 20 Mm Nominal Size) Laid In One Layer Finished With A Floating Coat Of Neat Cement (40 Mm Thick Floor). (Si No. 665), Nbo 14.71) , Providing And Fixing Of Foot Steps Etc All Complete. (Ns) On Market Rate , Providlng And Fixing C.P. Brass Bib Cock Of Approved Quality Conforming To Ls:8931.15 Mm Nominal Bore , Supply & Fixing Of C.P. Brass Stop Cock (Conceled) Of Standerd Design Of Approve Quality Etc. All Complete. (Chapter No.21 Si.No.44) , Providing And Fixing Close Timbering In Trenches On Both Side & All Complete. (A) 0.00 To 3.00 M. (None Scheduled) , Providing And Fixing C.P. Brass Stop Cock (Concealed) Of Standard Design And Of Approved Make Conforming To Ls:8931..15 Mm Nominal Bore , Fixing Window Chowkhats In Existing Opening Including Embedding Chowkhats In Floors Or Walls Cutting Masonry For Holdfasts, Embedding Hold Fasts In Cement Concrete Blocks Of Size 15X10x10 Cm With Cement Concrete 1:3:6 (1 Cement : 3 Coarse Sand :6 Graded Stone Aggregate 20 Mm Nominal Size), Painting Two Coats Of Approved Wood Preservative To Sides Of Chowkhats And Making Good The Damages To Walls And Floors As Required Complete, Including Disposal Of Rubbish To The Dumping Ground, All Complete As Per Direction Of Engineer-In- Charge. (Chapter No.9 Si.No.7A-14.2.1) , Providing And Fixing C.P. Brass Long Body Bib Cock Of Approved Quality Conforming To Ls Standards And Weighing Not Less Than 690 Qms.15 Mm Nominal Bore , Providing And Fixing Pvc Pipe Conforming To Isi Make Working Pressure 6 Kg/Cm Including Testing Labour T&P Etc. All Complete. 75Mm Diameter. (Chapter No.23 Si.No. 32(Ii)) , Providing And Fixing Pvc Pipe Conforming To Isi Make Working Pressure 6 Kg/Cm Including Testing Labour T&P Etc. All Complete. 110Mm Diameter. (Chapter No.23 Si.No. 32(Iii)) , Providing And Fixing Pvc Pipe Conforming To Isi Make Working Pressure 6 Kg/Cm Including Testing Labour T&P Etc. All Complete. 140Mm Diameter. (Chapter No.23 Si.No. 32(Iv)) , Rectangular Shape 1500X450 Mm Mirror With Plastic Moulded Frame. (Chapter No.22 Si.No.77) , Making Ornamental 2D Painting With Special Design Make By Specialist Painter Laying Of Two Coat Birla White Putty And Design By Asian Paint Including All Material Etc. All Complete. (Nn Approved) , Providing Of 8Hp Desel Pump Set For Dewatering Including Hire And Fuel Charge With Operator Etc. All Complete. (None Scheduled) , Fixing Door Chowkhats In Existing Opening Including Embedding Chowkhats In Floors Or Walls Cutting Masonry For Holdfasts, Embedding Hold Fasts In Cement Concrete Blocks Of Size 15X10x10 Cm With Cement Concrete 1:3:6 (1 Cement : 3 Coarse Sand :6 Graded Stone Aggregate 20 Mm Nominal Size), Painting Two Coats Of Approved Wood Preservative To Sides Of Chowkhats And Making Good The Damages To Walls And Floors As Required Complete, Including Disposal Of Rubbish To The Dumping Ground, All Complete As Per Direction Of Engineer-In- Charge. (Chapter No.9 Si.No.7A-14.2.1) , Supply And Fixing 6Mm (1/4) Thick Chine White Glazed Tiles In Flooring Or Dado Laid With 1:3 Cement And Approved Coarse Sand Mortar And Approved Coarse Sand Mortar Finished With White Cement Jointed And Polishing Complete Including Supply Of All Materials, Labor For Porper Completion Of The Work. (Chapter No.14 S.I. No. 628) , Supply & Fixing Of Pre-Cast M-30 Cement Concrete Grass Paver (Rubber Molded Coloured) Over 40Mm Thick Local Sand Bed, With 3Mm Thick Joints Filled With Local Sand Including Leveling, Tempering And Sweeping Etc., Interlocking Bricks Will Be As Description Given In Direction Issued By The Ircsc-03-2004 And Should Be Isi Marked All Complete. 80Mm Thick, Strength Should Not Less Than M-30. (Tiles I Shape Decided By Engineer-In-Charge With Isi Mark) {Chapter No.20 Si.No.17F) , Repairing Of Leakage And Damege Pipe Line Etc All Complete.(Ns) , Lettering & Painting Of Wall Etc. All Complete. , Red Sand Stone Work For Wall Lining Etc. (Veneer Work) 30Mm Thick In Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) Including Camping Jointing In White Cemnet Mortar 1:2 (1 White Cement : 2 Stone Dust) With An Admixture Of Pigment Matching Complete. (Chapter No.18 Si.No.1 New) , Providing And Fixing White Vitreous China Wash Basin Size 630X450mm With Pair Of 15Mm C.P. Brass Pillar Taps Including Etc. All Complete. (Chapter No.24 S.I. No. 3(A)) , Cleaning Of The Site For Workable Etc. All Complete. (Non Scheduled) , Providing Of 32Hp Desel Pump Set For Dewatering Including Hire And Fuel Charge With Operator Etc. All Complete. (None Scheduled) , Supply Of Pre-Cast Reinforced Cement Concrete Slab Size 1200X600x150mm Etc All Complete. (As Per Market Rate) , Supply Of Pre-Cast Reinforced Cement Concrete Slab Size 900X450x150mm Etc All Complete. (As Per Market Rate) , Supply Of Pre-Cast Reinforced Cement Concrete Slab Size 600X450x150mm Etc All Complete. (As Per Market Rate) , Supply Of Pre-Cast Reinforced Cement Concrete Slab Size 900X450x100mm Etc All Complete. (As Per Market Rate) , Fixing Of Reinforced Cement Concrete Slab Etc All Complete. (Ns) , Raising & Re-Fixing Of Manhole Including All Material Labor T&P Etc. All Complete. (Non Scheduled) , Supply & Fixing Reinforced Cement Concrete Menhole Cover Heavy Duty Size Etc. All Complete. (Non Scheduled) , Providing Laying Spreeding And Compacting 45-90Mm Stone Agreegate For W.M.M. Specification Etc. All Complete. (None Scheduled) , Providing And Fixing Water Closet Squatting Pan (Indian Type W.C. Pan) With 100Mm Sand Cast Iron P Or S Trap, 10 Liter Low Level White P.V.C. Flushing Cistern, Including Flush Pipe, Manually Controlled Device (Handle Lever) Conforming To Is: 7231, With All Fittings And Fixtures Complete, Including Cutting And Making Good The Wall And Floors Wherever Required : White Vitreous China Orissa Pattern W.C. Pan Of Size 580X440 Mm With With Integral Type Foot Rests. (Chapter No.24 Si. No.1) , Providing Of 3D Ornamental Wall Art Painting By Architect & Special Painter Including Scrapping Of Wall And Two Coat White Putting White Putty One Coat Primer All Labour Scaffolding Work & Labour T&P Etc. Painting By Asian Special Paint Etc. All Complete. (Rate Mr As Smart City, Agra) , Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam (22.40-53Mm) Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With 3 Wheeled Steel/ Vibratory Roller In Stages To Proper Grade And Camber, Applying And Brooming Requisite Type Of Screening/ Binding Materials To Fill Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density. , Providing & Laying 5Cm. Thick B.M. Laying By Paver Finisher Bitumen Of The @3.4%Kg By Weight And Stone Grit Etc. All Complete. (20-Chapter Analysis Rate) , Providing & Laying 2.5Cm. Thick S.D.B.C. Laying By Paver Finisher Bitumen Of The 5% By Weight Etc. All Complete. (20-Chapter Analysis Rate) , Supply & Fixing M/S Iron Work Display Board Including Painting, Lettering Etc. All Complete. (None Schedule) , Providing And Fixing White Vitreous China Flat Back Half Stall Urinal Of Size 580X380x350mm With White Pvc Automatic Flushing Cistern, With Fittings, Standared Size C.P. Brass Flush Pipe, Spreaders With Union And Clamps (All In C.P. Brass) With Waste Fitting As Per Is: 2556, C.I. Trap With Outlet Grating And Other Couplings In C.P. Brass, Including Painting Of Fitting And Cutting And Making Good Thg Walls And Floors Whereever Required: Single Half Stall Urinal With 5 Litre Pvc. Automatic Flushing Cistern. (Chapter No.24 Si.No.4A) , Supply And Fixing Of Precast Reinforced Reinforced Cement Concrete Benches (Pfrc) Ornamental Benches With 02 Year Warranty Etc All Complete. (None Scheduled) , S/L/F Supply Of 1000Mm Dia Np-3 Reinforced Cement Concrete Hume Pipe In Proper Position As Directed By E/I Including Catage Of Pipes Collars Upto 30M Distance Etc All Complete. (Chapter No.1 Si.No.31(E) ) , Reinforced Cement Concrete Work With Cement Approved Coarse Sand And 2Cm (3/4) Gauge Approved Stone Ballast In The Proportion 1:2:4 In Reinforced Cement Concrete Slab Excluding Supply Of Reinforcement And Its Bending But Including Its Fixing And Binding The Same With 24 Bwgi Binding Wire And Including Necessary Centring And Shuttering Etc. And Also Including Supply Of All Materials Labor And Tools And Plants Etc. Required For Proper Completion Of The Work. Strength Of The Concrete Shall Not Be Less Than M-150. (5-Chapter S.I. No.-284) , Supply & Fixing Granite Stone Work Display Board (Size 2.50Ft X 4.00Ft) Including Painting, Lettering Etc. All Complete. (None Schedule) , Installation Of 1.50 H.P. Isi Marked Sumbercible Pump Etc All Complete. (Attache As Per Santion Annalysis) , Cost Of Septik Tank Attache As Per Estimate & Details. , Plain Glass Best Quality, Cut To Size 5Mm Thick , Providing And Fixing Designer Dustbin (Market As Per Catlog Code No. Db-03). , Supply Of Planting Of Trees Amaltas, Jaarul, Arjun Or Any Other As Per Architect Of Road Side 600X600 Dia Hole Meter Daging Road With One Years Maintenance. , Hdpe Pipes Pe100 Pn 06 Sdr 21 Dn 110Mm Is:4984:2016 (As Per Market Rate) , Hdpe Pipes Pe100 Pn 06 Sdr 21 Dn 160Mm Is:4984:2016 (As Per Market Rate) , Supply & Fixing Of Pre-Cast Reinforced Cement Concrete Drain Cover Different Size Etc All Complete. , Supply And Sowing Of Grass In Park Including One Year Mantinance Etc. All Complete. (None Scheduled) , Supplying And Stacking Of Good Earth At Site Including Royalty And Carriage Upto 8 Km Lead Complete (Earth Measure Dinstacks Will Be Reduced By 20% For Payment) .(Dar 2020 Hort-Basic Rates 2.2) Based , Supply And Fixing Of Light, Fitting Switch Board. (None Sheduled) , Supply And Fixing Of Chest Press Double. , Supply And Fixing Of Leg Press Double. , Supply And Fixing Of Triple Twister. , Supply And Fixing Of Shoulder Builder Double. , Supply And Fixing Of Air Walker. , Supply And Fixing Of Doublebar. , Supply And Fixing Of Rower. , Supply And Fixing Of Horse Rider. , Supply And Fixing Of Plastic Side With Iron Ladder 12 Feet Length. , Supply And Fixing Of See Saw Double Board Jhoola Etc All Complete. (None Scheduled) , Supply And Fixing Sliding With Swing Jhoola Etc All Complete. (None Scheduled) , Supply And Fixing Slide Ground Level Mgr Jhoola Etc All Complete. (None Scheduled) , Supply And Fixing Of Snack Climber Jhoola Etc All Complete. (None Scheduled) , Supply And Fixing Of Slide Jhoola Etc All Complete. (None Scheduled) , Supply And Fixing Of Nursery Combo Set Revolving Jhoola Etc All Complete. (None Scheduled) , Providing And Fixing Of Stainless Steel Water Cooler 4 Tap Etc. All Complete. (None Schedule) , Supply And Fixing Bansi Paharpur (Red/White) Bharra Sand Stone Fully Moulded, Engraved, Carved With Polishing And Dressing Including Clamp And Fashners Of Pillar Set With All Complete Work Etc. (None Schedule) , Supply & Fixing Of Rubber Moulded Cement Concrete Kerb Stone (Double Tapper) M-20 With Labour T&P Etc All Complete. , Supply And Installation And Jointing Of 500Mmx500mm Epdm Rubber Mat Flooring Of Thickness 24Mm Puling All Labour Material T&P Etc. All Complete (Rate As Per Jhs Jscl Mr). , Providing And Laying Autoclaved Aerated Cement Blocks Masonry With 150Mm/230Mm/300Mm Thick Aac Blocks In Super Structure Above Plinth Level Up T Floor Five Level With Reinforced Cement Concrete Band At Sill Level And Lintel Level With Approved Block Laying Polymer Modified Adhesive Mortar All Complete As Per Direction Of Engineer-In-Charge (The Payment Of Reinforced Cement Concrete Band And Reinforcement Shall Be Made For Separately). , Providing And Fixing Of Barricading Of 100Mm Average Ballies With In A Distance Of 1.50 Meter For 3 Rows Of 3Q. 3 Nosof Cross Ballies, Two Supporting Ballies Of 3 Meter Ballies And 2 Nos Perpendicular Ballies Tie With Moonj Rope Including Supply Of All Material Such As Ballies Rope T&P Required For Proper Completion Of Work And Also Including Labour Component (Material Will Be Property Of Contractor After Dismantling). , Providing & Fixing Of Green/White Shade Multipurpose Net/Cotton Cloth Proper Completion Of Work Etc All Complete. (Ns) , Supply, Fixing And Installation Of Acrelic Led Letter In Hindi As Per Direction Of Engineer-In-Charge Etc. All Complete. , Supply And Fixing Of Ward Up Big As Per Attach Photograph & Analysis. , Supply And Fixing Of Ward Up Small As Per Attach Photograph & Analysis. , Supply And Fixing And Installation Of See Saw Double Board Jhoola Isi Marked As Per Direction Of Engineer-In-Charge Etc. All Complete As Per Attach Photograph & Analysis. , Supply And Fixing Of Cast Iron Banches As Per Attach Photograph And Analysis And Direction Of Engineer-Incharge Etc. All Complete. , Complete De-Silting And Cleaning Of All Types Of Sewer Lines By Using Super Suction Machine And Taking Out Of Cebris/Silt Etc Including Safe Disposal Of Silt As Directed By The Deptt. Including Cost Of All Consumble Likes Disel Oil, Water Ret Provision Of Diversion Of Line If Required With The Help Of Sewage Pumps, Poser Backup From Gene Sets For Running Of Pumps. Night Lighting Etc Barricades Display Of Entire Operation Along With Sadequate Safely Equipments Must Be Used By Sewer Workers Size Fo Sewer Line To Be Desilted As Detail Above 1000Mm Dia. , providing and laying Gsb With Graded Stone Ballast With Stone Grit Size Stone Ballast With Hand Ramming Watering Including All Material Labor T&P Etc.All Complete (Ns) , Brick Work With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 In Foundation And Plinth In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) , Providing & Laying Of Polythene Etc. All Complete. , Supply & Fixing Of Factory Wired Intergal Led Flood Light Luminaries With Die Cast Aluminum Housing Built With Driver Set Suitable For 140W. To 150W. Confirming To Ip 65 Protection Complete In All Respect. Cat Aaa ( S.I No. 1454 Pwd Schedule 2018) , Providing, Laying, Spreading And Compacting Stone Aggregates 45-63Mm Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Ro Ling With Smooth Wheel Roller 80-100 Kn In Stages To Proper Grade And Camber, Applying And Brooming, Stone Screen Ing/Bindin G Materials To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 2 As Per Technical Specification Clause 405. (Labour , A Pre-Laminated Sheet, Often Referred To As A Prelam Sheet, Is An Engineered Myka Wood Work Product Where A Decorative Layer, Like Laminate Or Veneer, Is Pre-Attached To A Core Material Like Particleboard Or Mdf. These Sheets Offer A Durable And Aesthetically Pleasing Surface For Furniture, Interior Design, And Construction.(None Scheduled) , Same Is Ltme No-1 & Extra For Providing Lipping With 2Nd Class Teak Wood Battens 25 Mm Minimum Depth On All Edges Of Flush Door Shutters (Over All Area Of Door Shutter To Be Measured) , Treatment Of Soil Under Existing Floors Using Chemical Emulsion @ One Litre Per Hole, 300 Mm Apart Including Drilling 12 Mm Diameter Holes And Plugging With Cement Mortar 1 :2 (1 Cement : 2 Coarse Sand) To Match The Existing Floor: With Chlorpyriphos/Lindane E.C. 2Oo/O With 1% Concentration (Chapter No.8 Sr.No.6.1) , Supply And Fixing Of Advertisement Sign Board Size 4X3 As Per Direction Of Engineer-In-Charge Etc. All Complete , Supply Of Planting Of Trees Washington Palm, Amaltas, Cycus Revoluta, Ficus Benjamina Or Any Other As Per Architect Of Road Side 600X600 Dia Hole Meter Daging Road With One Years Maintenance. , Providing Of Rain Water Harvesting Drawing And Analysis Etc. All Complete (Details Attached). , Supply, Fixing And Installation Of Acrelic Led Letter In Hindi As Per Direction Of Engineer-In-Charge Etc. All Complete. , Drilling Of 200Mm Dia T/W Bore Suitable For 110Mm Dia Pipe All Complete With Labour T/P As Per Direction Of Engineer-In-Charge. , Suppply And Lowering Of 110Mm Dia 6 Kg/Cm2 Pvc Pipe (Phenolex Or Apb By E/I) All Complete. (Isi Marked Only) , Supply And Pouring Of Pea Gravel Suitable For T/W Bore All Complete. As Per Direction Of E/I (If Required) , S/L Of 1.50 H.P. Submersible Pump Set 65 Mt Head. (Pluga, Crompton, Ksb Etc.) I.S.I. Marked Etc All Complte. (Water Filled Only) , Supply & Fixing Of 100Mm Pvc Pipe Adopter Suitable For Item No.2 , S/L Of 1.50 H.P. Submersible Motor Controlled Starter Pannel All Complete. Crompton Make. (I.S.I. Marked Only) , Supply/Fixing Of 25Mm Gate Valve All Complete. Approved Make. , Supply/Fixing 4Sq.Mm 3 Core Copper Cable All Complete. , S/L Of 40Mm Dia Red Screen Ashirbad Pvc Pipe All Complete. , Supply/Fixing Of M.S. Clamp Made With 65X6mm X600mm Long M.S. Streep Suitable For 110Mm Dia Pvc Pipe For Holding All Complete. , Supply/Fixing Of 40Mm Dia G.I. Pipe B-Class Complete With Labour Charge. (Including All G.I. Fitting) , Supply & Fixing Of 25Mm Cpvc Etc. All Complete. , Development Of Bore Till The Discharge Is Free From Turbidity Of Compression Including Labour, Required For Proper Completion Of Work. , Supply And Fixing Of Precast Readymade Boundry Wall Hieght 8 Feet Etc All Complete. (As Market Rate) , Useable Brick (A) Class M-L50 , Useable Brick (B) Class M-100 , Useable Brick(C ) Straiqht Over Brunt , (D) Tiles, Bull Nose Drip Course Brick , Brick Ballast (A) Brick Ballast 40Mm Qauge , Brick Ballast (B) Class-150 Brick Ballast 25Mm Gauge , Brick Ballast (C ) Brick - Bats Of O.B.B./150 Bb , Fiy Ash Brick (Specification/Strength Should Not Be Less Than Bricks - M-{50) 230Mmx1 10Mmx75mm , Aac Block Autoclaved Aerated Concrete Block (Aac Block) Conforming To Ls : 2185 - 2005 (Part-3) Including Loading, Cartage Upto Site, Unloading, Stacking And Including All Levies And Royalties If Any But Excludinq G.S.T , Stone Ballast (Khera Thakur Quarry Bharatpur Rajsthan) 45-90 Mm Guage Stone Ballast. , Crushed Stone Ballast/Grit (Ghatri Quarry Bharatpur Rajsthan) 45-63 Mm Guage Stone Ballast. , Crushed Stone Ballast/Grit (Ghatri Quarry Bharatpur Rajsthan) 22.4-53 Mm Guage Stone Ballast , Crushed Stone Ballast/Grit (Ghatri Quarry Bharatpur Rajsthan) 20Mm Guage Stone Ballast , Crushed Stone Ballast/Grit (Ghatri Quarry Bharatpur Rajsthan) 19Mm Guage Stone Ballast , Crushed Stone Ballast/Grit (Ghatri Quarry Bharatpur Rajsthan) Crushed Stone Dust 2.36Mm & Below , Stone Dust , 13.20Mm Guage , 11.20Mm Guage , 6.7Mm Guage And Below , Stone Boulder (From Khera Thakur Quarry) (A) 25-40 Kq , Stone Boulder (From Khera Thakur Quarry) (B) 40-60 Kq , Stone Boulder (From Khera Thakur Quarry) (C) Stone Bricks Dressed , Grit {District Gwalior(Mp) Quarry}(Berja,Chandrapura, Turak Pura,Parsen,Sumerpada Padampur Kheria, Bhileti & Bilara) District Bhind (M.P.)(Pali, Dirman & Piparsana) , (A) 45-63 Mm Guage Stone Ballast. , (B) 22.4-53 Mm Guage Stone Ballast. , (C) 20-40 Mm Guage Stone Ballast. , (D) 20 Mm Guage Stone Ballast. , (E) 19 Mm Guage Stone Ballast. , (F) 16 Mm Guage Stone Ballast. , (G) 13.20 Mm Guage Stone Ballast. , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 60Mm Grey , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 60Mm Coloured , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 60Mm Rubber Moulded Grey , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 60Mm Coloured Rubber Moulded , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 80Mm Grey , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 80Mm Coloured , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 80Mm Rubber Moulded Grey , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 80Mm Coloured Rubber Moulded , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 100Mm Grey , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 100Mm Coloured , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 100Mm Rubber Moulded Grey , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 100Mm Coloured Rubber Moulded , Rubber Moulded Gement Concrete Kerb Stone M-20 12X12 X6 , Rubber Moulded Gement Concrete Kerb Stone M-20 12X12 X6 (Plain) , Rubber Moulded Gement Concrete Kerb Stone M-20 12X 16 X6 (Designer) , Rubber Moulded Gement Concrete Kerb Stone M-20 12X 18 X6 , Coarse Sand (Excluding Actual Bulkaqe) , Fine Sand (Excludinq Actual Bulkaqe) , (L) Local Sand , Cement (L) Portland Cement (J.P., A.C.C., Birla, J.K.) O.P.C , Cement (Ll) Cement (P.P.C.) , Cement (Lll) White Cement (J.K. Or Birla Brand) , Green Net(Chapter- 1 Sl.No 44) , Tractor Trolley With Driver Including P.O.L. (Chapter-2 Sl.No 25)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 142
Uttar Pradesh View Result →
21.
Drinking Water Supply and Sanitation #11287923 Price Bid
Tender for Cleaning Of Narrow Sewer Lines And Manholes By Bucket Type Sewer Cleaning Machine In Shidipura, Model Basti, Doriwalan, Manakpura And Ratan Nagar In Karol Bagh Constituency Ac-23 Under Ee(C)-15.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Boards / Undertakings / PSU No of Bidders 5
Delhi View Result →
22.
Drinking Water Supply and Sanitation #11287914 Price Bid
Tender for Cleaning Of Narrow Sewer Lines And Manholes By Bucket Type Sewer Cleaning Machine In Bapa Nagar, Development Nagar, Reghapura And Beadonpura In Karol Bagh Constituency Ac-23 Under Ee(Civil)-15.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Boards / Undertakings / PSU No of Bidders 4
Delhi View Result →
23.
Defence #11286907 AOC
Tender for Repair / Cleaning Of Sewage Line, Manhole, Septic Tank, Soakage Well, Honey Sucker Machine Cleaning And Connected Repairs At Smq And No 1 Billet Area Under Ge (Af) Srinagar.
Contract Date: Jun 29, 2026 Contract Value : ₹ 9.27 Lakh
Statutory Bodies & Commissions/Committees No of Bidders 11
Jammu And Kashmir View Result →
24.
Defence #11286906 AOC
Tender for Repair / Cleaning Of Sewage Line, Manhole, Septic Tank, Soakage Well, Honey Sucker Machine Cleaning And Connected Repairs At Omq, Officers Mess, Billet And Mes Complex Area Under Ge (Af) Srinagar.
Contract Date: Jun 29, 2026 Contract Value : ₹ 11.66 Lakh
Statutory Bodies & Commissions/Committees No of Bidders 10
Jammu And Kashmir View Result →
25.
Defence #11286905 Price Bid
Tender for Cleaning / Repair Of Manhole, Septic Tanks, Soakage Well With Honeysucker Machine And Connected Repairs At Technical Area, No.2 Area Under Ge (Af) Srinagar.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Statutory Bodies & Commissions/Committees No of Bidders 10
Jammu And Kashmir View Result →
26.
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 →
27.
Housing Urban and Rular Development #11286216 AOC
Tender For Construction Of New Primary Health Center (Phc New Bldg) At Perumalmalai H/O Adukkam, Kodaikanal Block.; 2 Clearing lightjungle 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. 3 Earthwork excavation for foundation (for narrow excavation) to full depth as per designed in all soils and sub soils except soft disintegrated rock not requiring blasting and hard rock requiring blasting and bailing water wherever necessary. 4 Supplying and filling in foundations and basement with fillingM sand in layers not exceeding 15 cm. thick, well watered ,rammed and consolidated etc. complete complying with standard specifications. 5 Plain Cement Concrete 1 : 4 :8 ( one part of cement, four parts of sand and eight parts of hard broken stone ) using 40 mm gauge hand broken hard broken granite stone jelly complying with standard specifications in foundations and basement. 6 Refilling the approved good quality earth in plinths, area development etc. wherever specified in layers is not exceeding 200 mm thick, with available earth at site. 7 Supplying and filling of good earth filling locally available earth transported from the outside including consolidation,leveling specifiedin layers of not exceeding 200 mm thick., etc. complete. 8 Supplying and erecting Centering and Shuttering for soffits including necessary supports and strutting up to 3 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at about90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specification.(Payment for centering shall be given after the concrete is laid). 9 Upto Basement 10 Ground Floor 11 First Floor 12 Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of M25 grade for reinforced cement ratio with plasticizer using 20mm and down concrete structural elements under controlled water graded machine broken granite stone jelly excluding the cost of centering and shuttering and reinforcement but including curing, fixing, fan clamps etc., as per standard specification and as directed by the depart- mental officers comple.-1m3 13 Foundation & Basement 14 Ground Floor 15 First Floor 16 Steel - Fe 500D : Supply, fabrication and placing of reinforcement steel of high yield strength ribbed bars of various diameters and grade conforming to IS 1786 for reinforced concrete work. The work includes recoiling, straightening, cutting, bending, fabricating, and placing in position, at all levels including lead and lift, according to drawings, specifications etc. complete and supply & use of 18G black annealed binding wire double fold to tie the bars in position and providing precast cement/ PVC cover blocks for main reinforcement to ensure specified cover and complete., including all labor charges etc as directed by departmental officers. 17 Brick work in following Cement Mortar 1:5 using best quality Country bricks of size 83/4 x 41/4 X2 3/4 for foundation and basement including curing etc., complete complying with standard specification. Including scaffolding curing cost of reinforcement etc. all complete as per specifications and drawings as directed by the Engineer in-charge. 18 Foundation basement 19 Ground floor 20 First floor 21 Brick partition walls of 11.50cm thickness using best quality Country bricks of size 83/4 x 41/4 X2 3/4in Cement Mortar 1:3 (One Cement and Three Sand) using hoop iron reinforcement if found necessary including curing etc. complete and as directed by the departmental officers. (Hoop iron reinforcement will be measured and paid for separately). 22 Ground Floor 23 First Floor 24 PLASTERING WORK 25 Supplying and applying of two coats of putty of 3mm thick over the exposed RCC surface of ceiling including finishing the joints smoothy with grinding machine and the surface shall be thoroughly cleaned out of dust and scrubbing.The Surface shall then be allowed to dry for atleast 48 hours.It shall then be sand papered (waterproof abrasive sheet) to give a smooth and even surface.Any unevenness shall be made good by applying 1st coat of putty mixed with water on the entire surface including filling up the undulations and applying 2nd coat of putty after 6 hours of 1st coat of putty and then sand papering (waterproof abrasive sheet) the same after it is dry and finishing the surface smoothly, etc., complete complying with standard specifications and as directed by the Departmental Officers. [ The rates are inclusive of hire charges for grinding machine with wheel, cost of sand paper (waterproof abrasive sheet), cost of putty blade, labour charges for grinding the joints and sand papering, two coat of putty, scrapping the putty area to level the surface smooth, etc., complete].The Putty shoule be got approved by the Executive Engineer before use on work. 26 Special ceiling plastering and finishing the exposed surface of all RCC items of work such as slabs, beams, sunshades, facia, canopy slab, staircase waist slab, landing slab etc., with Cement Mortar 1:3 (One Cement and ThreeM.Sand) 10mm thick including hacking the surfaces, providing cement mortar nosing, beading for sunshades, staircases, steps, landing slabs and curing, etc., in all floors complying with standard specification and as directed by the departmental officers 27 Providing & applying 12 mm thick cement plaster in CM 1:5 (1 part of cement: 5 parts of sand) to walls internally in single coat at all levels to correct line and level including chicken wire mesh at all joints of brick and concrete surfaces with minimum overlap of 150 mm in all directions, scaffolding, rounding off or chambering of corners, offsets, fin/ bands, projections, etc. and cleaning of surface, raking out joints, roughening of surface,chiseling the undulated surface wherever necessary and curing, etc., all materials and labor complete in all respects including all lead, lift and descent andas directed. 28 FLOORING AND DADOOING 29 Paving the floor with best quality Vitrified Tiles of size 600 x 600 x 8mm of approved color, shade and quality laid in cement mortar 1:3 (one cement and three sand) 20mm thick in all floors and the top pointed with the white cement mixed same color pigments etc., complete complying with standard specification.(The make and brand of the tiles should be got approved by Executive Engineer before use on works).Basic Cost-Rs.776/sq.m 30 Flooring with following ceramic tiles of size 305 x 305 x 6 mm laid over 20 mm thick cement mortar 1:3 (One Cement and Three Sand)base mortar over the existing slab / floor including cutting the tiles to the required size with special cutter wherever necessary, laying in position and pointing with white cement mixed with colouring pigment at the rate of 0.3 Kg. / sq.m. etc., complete complying with standard specification.(The make and brand of the tiles should be got approved by Executive Engineer before use on works).Basic cost-Rs.464/sq.m 31 Dadooing the walls with colouredDadooing Ceramic tiles of size 150mm x 150mm x 6mm approved size , quality and colour set in CM 1 : 2 - 10 mm thk. And pointed with suitable cement including finishing the joint and pointing flesh with walls and tile surfacein all floors at the rate of 0.40 Kg /Sqm etc. complete. 32 Paving the floor with pre-polished concrete anti-skid step tiles (Required shape and design) of 20mm thick of approved quality and colour laid in Cement Mortar 1:3 (One Cement and Three sand) 20mm thick and pointed with white cement mixed with colouring pigment at the rate of 0.40 Kg. / sq.m., curing, etc., complete complying with standard specification and as directed by the departmental officers.(The make and brand of the tiles should be got approved by Executive Engineer before use on works). 33 Providing, fabricating and fixing M.S. grillsWindows,and ventilator, gates, ladders, rail pipes, nosing angles, with M.S.lugs in staircase steps etc., made out of M.S rods, flats, angles, pipes, channels etc. including necessary fixtures complete as per drawings and specifications and as directed by the Engineer. 34 S.S Handrail 35 Manufacturing,supplying and fixing of stainless steel handrails for staircase using 50mm dia 304L grade stainless steel pipe of 1.6mm thick at required locations to a height of 900mm from finished floor level welded to 38mm dia stainless steel pipe post of 1mm thick as vertical at 900mm centre with 2 Nos of 25mm dia intermediate horizontal stainless steel pipe of 1.6mm thick in between.The vertical pipe has to be welded to the 100 x 100 x 6mm MS base plate encased in the base concrete.The rate is inclusive of the charges for cutting, bending, welding, grinding, polishing, conveyance,electrical charges,ect.complete. 36 Manufacturing, Supplying and Fixing of Stainless Steel Hand rails for staircase near wet riser using 50mm dia 304L Grade Stainless Steel pipe of 1.60mm thick will be provided with tubular supports made of 304L Grade Stainless Steel pipe of 25mm dia of 1.60mm thick welded to the railing. The supports will be grouted into the wall and provided with 93.00mm thick Stainless Steel circular base plate of 304 Grade. The rate shall included for grouting into concrete with necessary supporting arrangements the hand rail in floor polishing buffing, bonding, cutting, grinding, conveyance, welding charges, electrical charges, etc. complete 37 Supply and Fabrication of UPVC doorincluding cost and conveyance of all charges etc complete. 38 Solid PVC door shutters Toilet door 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. 39 UPVC Windowsupplying and fixing UPVC ( Un-PLASTICIZED Polyvinyl chloride) windows of casement type (open) from the profile the size of outer frame 60mmx58mm and shutter profile are reinforcement with g/1mm 125GSMand 100% corrosion free, the profiles are multi chambered sectionwith wall thick of 2mm. The EPDM rubber (black color) covered with over all the edges of frame and shutter the shutter will be provided with Espag multi power points locks and also it operates as handle. The corners and joints should be welded and cleaned. Radiations free pin headed or plainglass 4mm thick should be provided to the shutter and it should not allow leakage of water even at most ranging storms and shouldhave key lockable action, security protective hinges, strong lockingsystems and as per sizefor arrestingnoise and energy loss. 40 UPVC VENTILATOR: Supplying and fixing UPVC ( Un-PLASTICIZED Polyvinyl chloride)Louvered Ventilators of from the profile the size of outer frame 60x58mm and shutter profile the size of 60x78mm both profile size of 60x78mm both profiles are reinforced with GI/1MM 125GSMand 100% corrosion free , the profile are multi chambered sections withwall thick of 2mm. The EPDM rubber (black color) covered with all over the edges of frame and shutter. The corners and joints should be welded and cleaned. Radiation pin headed glass 4mm thick should be fixed to the wall with 100% packing with screws and silicon packing all around the frame. The ventilator should be got approved from the Executive Engineer before use on work. 41 PAINTING WORK 42 Painting two coats of synthetic Enamel paint of approved colour and make over one coat of anti corrosive Zinchromite primerover new wood / steel work, suitably prepared for receiving the paint by surface scraping, rubbing applying filler etc. including cost of filler, primer, paint all complete as per drawings and specifications. 43 Supplying and painting the walls with two coats of oil bound distemper over one coat of water based cement primer including cost for distemper, primer, cleaning and scrapping the walls, rendering the wallssmooth with necessary putty, brushes, scaffolding arrangements, labour charges, etc., as per standard specification.(The colour and shade of the distemper shall be got approved by the Executive Engineer before use of work). 44 Painting two coats of newly plastered wall surface with ready mixed plastic emulsion paint of first class quality and of approved colour over a priming coat including thorough scrapping, clean removal of dirt, and including necessary plaster of paris putty, wherever required etc., complete complying with standard specification. 45 Weathering Course Concrete using best quality broken brick jelly of 20 mm uniform gauge in pure slaked lime ( NO Sand to be used ( over the RCC roof slab in the proportion of brick jelly to lime being 32 : 121/2 by volume laid over in single layer and consolidated to the required slope and finished thickness and beating the concrete with wooden beaters of approved pattern, keeping the surface constantly wet by sprinkling lime, jiggery water etc. complete complying with standard specifications and as directed 46 Finishing the top of roof with one course of machine pressed tiles of size 230mm x 230mm x 20mm of approved quality set in Cement Mortar 1:3 (One Cement and Three Sand) 12mm 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 complying with standard specification and as directed by the departmental officers. 47 Plumbing Work 48 Supplying and fixing of Indus floor mounted white colour European water closet Parryware or equivalent, with seat cover and dual flush (3 & 6 lit) cistern having P trap withseat cover, supplyingnon corrosive hinges, CP bolts, nuts, washers, providing and fixing dash anchor fastners with bolts / L -brackets with anticorrosive paint cutting grooves in masonry or concrete surfaces, groutingwith cement concrete 1:2:4 mix, using 20mm size stone jelly,restoring the damaged portion to their original condition using required materials,fixing the water closet to perfect level,alignment,testingetc.complete. 49 Providing and keeping in stores, shifting to the place of installation, fixing,testing and commissioning ofwhite coloured vitreous china under counterRegular rectangular wash basin with brackets/ G.I. rag bolts and nuts painted,32mm dia brass C.P. waste coupling, (heavy) 32mm diabrassC.P.bottletrap,15mmdiabrassC.P.Anglestopcockwith flange, 15mm dia brass C.P. coldwater connecting pipe, etc., The work shall include,required extension nipples, cutting / chasing and making good the walls and floors- toilets. Wash Basin 50 Supply & Fixingat sitein position 15mm dia C.P brass BIB COCKS long body with wall flangeincludingcuttingandmakinggoodthe wallswhereverrequired 51 Supplying and fixing approved best quality brass CP towel rail 600mm long and 20mm dia with brackets of same materials including cost of teak wood plugs and CP screws, etc.,complete complying with standard specifications. (The tower rail should be got approved by Executive Engineer before use on works). 52 Supplying and fixing in position Indian make bevelled edge mirror of approved quality and brand PVC / Fibre Glass framed 600 x 450 x 5.5mm thick mirror, shelf type with hard board backing of approved colour fixed with brass screws, rawl plug, etc., complete complying with standard specification. (The mirror should be got approved by the Executive Engineer before use on woks). 53 Supplying and fixing in positionC.P. Soap tray of size 150 x 150mm including cost of teak wood plug and C.P. screws. etc. complete complying with standard specification.(D) 54 Supplying and fixing in position best quality PVC soil / waste pipes of various dia having 6 kg / sq.cm. pressure BIS mark and providing leak proof joints using PVC adhesives including fixing to the wall with special PVC / MS clamp, teak wood plugs, brass screws, etc., and making connection to all sanitary fittings, dismantling masonry / RCC works wherever found necessary and making the good dismantled portion to the original condition,including testing for any leakages,etc.,complete complying with standard specifications.(The PVC pipes should be got approved by the Executive Engineer before use on works). 55 a) 40mm dia. 6kg class PVC pipes. 56 b) 50mm dia. 6kg class PVC pipes. 57 c) 75mm dia. 6kg class PVC pipes. 58 d) 110mm dia. 6kg class PVC pipes. 59 Supplying and fixing in position cost iron Nahini / Floor trap with Stainless steel grating / PVC nahini / Floor Trap with PVC Grating type of size 100 x 75 / 75 x 50 mm with best quality gratings of approved brand fixed over a bed of brick jelly lime concrete 1;2;5 (One lime two sand and five aggregate ) brick jelly 40mm and finishing with cm 1;3(One cement and three sand) including dismantling masonary wherever found necessary and making good to the original condition and giving connections to the cast iron pipe etc, complete complying with standard specififcation and as directed by the departmental Officers. 60 Supply and fixing in position best quality PVC IS 4985 - CLASS-II - 4 Kg/Sqcm -Rain water pipes of various size having ISI mark and providing leak proof joints with such asBend, Tee Junction, door etc.,of approved qualityincluding fixing to the wall with special PVC /MS clamps, etc., and making connection to all sanitary fittings, wherever necessary and making chipping good to the original condition, complying with standard specification etc.,complete. 61 b).110mm dia. 4kg class pipes. 62 Supplying and fixing in position of the following dia PVC rain water gratings for rain water pipes ,of approved quality and varietyof various size confirming to ISS andincluding necessary cutting and fixing and giving connection to PVC pipes etc., complete complying with standard specification and as directed by the Departmental Officer. 63 110mm dia 64 Supplying and fixing in position of the following dia PVC specials such asPVC vent Cowl etc.,of approved quality and varietyof various size confirming to ISS amend providing leak proof joint etc., including necessary cutting and fixing and giving connection to PVC pipes etc., complete complying with standard specification and as directed by the Departmental Officer. 65 a)75mm Dia 66 b)110mm Dia 67 PART-C - EXTERNAL DRAINAGE 68 Soil/ Waste Pipes 69 Supply and fixing in position best quality PVC IS 4985 - CLASS- III - 6 Kg/Sqcm -Soil/ waste pipes of various size with approved quality and varietyof various size confirminghaving ISI mark and providing leak proof joints including erection of below groundwith excavation and refilling etc.,and making connection to Manholes /Gully trap,wherever necessary and making chipping good portion to the original condition,complying with standard specification etc., complete. 70 160mm dia. 6kg class III-pipes. 71 Supply, laying and erction of glazed stone ware gully trap (100 x 75 mm) with 100 mm dia, outlet including embedding trap in cement concrete 1:3:6 and constructing chamber of size 300 x 300 mm inside clear in brick masonry 230 mm thick, plaster with water proof cement mortar (1:3) 15 mm thick on both internal and external surfaces inside finished with floating coat of neat cement. The work including excavation to required depth of gully trap and refilling and making good in the surface withProviding and fixing SFRC frame and cover 400 x 400 mm (clear opening) complete complying with std.specification. 72 Supplying and Erection and construction of sewer chambers of required internal dimensions 600x600 upto 0.6 mtr.depth with 230mm brick masonry in C.M.1:5 thk of masonry over bed of1:2:4 R.C.C. 200 mm thk bove 100 mm thk P.C.C.1;3:6 Cement concrete foundations over sand bed of 100mm thk channelling in 1;2:4 cement concrete, plastering in 1:3 cement mortar for internal and external surface finished with floating coat of neat cement, the work including excavation for required depth of gully trap and refilling and making good in the surface with SFRC cover and frame 600x600mm (clear opening)complete complying with standard specifications etc., 73 Construction of rain water recharge well of 1200mm dia and depth upto 1500mm, in addition 110 dia special blue slotted pipe for bore well.pipe should be laid from bottom of ring well centre to below 1500mm as shown in the drawings,including all types of excavation, occur for pipe,filling of rain water harvesting materials with construction of R.C.C. ring and top 100mm RCC SLAB WITH 450X450mm perforated SFRC manhole and 230mm brick wall in 2height with below 300mm lengthx100mm thk P.C.C. as per the structural filling the filter media as per drawing. 74 Supplying and fixing of PVC water storage tank of best approved quality and make of super thick with lid ofcapacity of 2000 litres with accessories including giving necessary connection etc., complete as directed by the departmental officer. (The PVC water storage tank should be got approved by the Engineer before use on work)(TWAD- Pano:173) 75 provision for rainwater harvesting structure 76 Electrification 77 Wiring with 2 x1.5 sq.mm. PVC insulated single core unsheathed FRLS copper conductor of 1100 V grade in suitable PVC rigid pipe Concealed in wall and ceiling with PVC accessories with Module GI switch box in flush with wall with 6A one way module switch with module front plate with continuous earth wire connection of 1.5 sq.mm copper wire and making good of the concealed portion with suitable colour for Concealed PVC Light point / fan point (for electronic regulator) (5 points / Coil) Higher End ) 78 Wiring with 2 x1.5 sq.mm. PVC insulated single core unsheathed FRLS copper conductor of 1100 V grade in suitable PVC rigid pipe Concealed in wall and ceiling with PVC accessories with Module GI switch box in flush with wall with 6A one way module switch with module front plate with continuous earth wire connection of 1.5 sq.mm copper wire and making good of the concealed portion with suitable colour for Concealed PVC Light point / fan point (for electronic regulator) (6 points / Coil) Higher End 79 Wiring with 2 x1.5 sq.mm. PVC insulated single core unsheathed FRLS 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 of 1.5 sq.mm 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 80 Wiring with 2 x 1.5 sq.mm. PVC insulated SC unsheathed FRLS copper conductor of 1100V grade in suitable PVC rigid pipe concealed in wall and ceiling with PVC accessoires in flush with wall with 3mm thick hylum sheet cover with TW switch box and 5A FT switch and making good of the concealed portion with suitable colour for PVC concealed light (6 points per coil) (for rooms like bath, toilet & pumproom, etc.) 81 Supply and fixing of fancy glass shade and 7W / 9W LED bulb 82 Supply and fixing of single box type 440W fluorescent fitting complete with copper choke and condensor with TW round blocks on wall or ceiling with flu tube with PVC unsheathed FRLS copper leads from terminals to the fitting 83 Supply and fixing of AC / DC 76mm buzzer / call bell suitable for 230 volts 50 c/s single phase AC supply on suitable TW board with push switch 84 Supply and fixing of 1200mm (48) AC ceiling fan complete with stepped electronic 300W regulator with 300mm down 85 Supply and fixing of 300mm (12) sweep (light duty) AC exhaust fan complete without provision of hole in the wall 86 Supply and fixing of 1 no.6A two module 5 pin socket , 1 no. 6A one module switch with module cover plate (plastic) on suitable module concealed Box (GI ) in flush with wall with connections. Higher End 87 Supply and fixing of 1 no.6/16A two module socket , 1 no. 16A one module switch with module cover plate (plastic) on suitable module concealed Box (GI ) in flush with wall with connections. Higher End 88 Supply and fixing of 20A Flush type Wall Socket 32A DP MCB complete set for AC Plug in flush with wall with earthconnection (For AC Plug) 89 Supply and fixing of 8 way Horizontal Triple pole and neutral MCB sheet steel enclosure distribution board with double door (metal) with 1 no. 63A 4P MCB switch as incoming and 24 nos. 6A to 32A SP MCB as outgoing on wall with earth connection only. Higher End 90 Supply and fixing of 12 way single pole and neutral MCB sheet steel enclosure distribution board with double door (metal) with 1 no. 40A DP MCB Isolator as incoming and 10 nos. 6A to 32A SP MCB as outgoing on wall with earth connection only. Higher End 91 Supply and run of 2 of 1.5 sq.mm. PVC insulated SC unsheathed FRLS copper conductor of 1100V grade in rigid pipeconcealed in wall and ceiling with continuous earth wire connection of 1.5 sq.mm copper wire and making good of theconcealed portion with suitable colour 92 Supply and Run of 2 of 2.5 sq.mm. PVC insulated SC unsheathed FRLS copper conductor of 1100 V grade in suitable PVC rigid pipe on wall and ceiling with continuous earth wire connection of 2.5 sq.mm copper wire with painting of suitable colour. 93 Supply and run of 2 of 4 sq.mm. PVC insulated SC unsheathed FRLS copper conductor of 1100V grade in suitable PVCrigid pipe on wall and ceiling with continuous earth wire connection of 4 sq.mm copper wire with painting of suitablecolour 94 Supply and run of 4 of 6 sq.mm. PVC insulated SC unsheathed FRLS copper conductor of 1100V grade in suitable PVC rigid pipe on wall and ceiling with continuous earth Wire connection of 6 sq.mm copper wire with painting of suitablecolour 95 Supply and run of 1 of No.8 SWG GI wire for earth connection 96 Supply and run of 25mm x 3mm tinned copper flat with necessary clamps / supports on wall / floor / ground for earthconnection 97 Earthing as per the ISI specification with an earth electrode of 2.10 metre Class B GI pipe of dia not less than 40mm 98 Supply and fixng of TNEB meter board suitable for 3 phase 63A service connection made up of suitable angle iron frame work of size 2 feet x 1-1/2 feet using angle iron of size 1-1/2 x 1-1/2 x 1/4 rigidly fixed on wall covered with hylem sheet of size 2 feet x 1/2 feet of 6mm thickness with necessary bolts and nuts supports and supply and fixing of 3 Nos. 63A fuse units (500V), 1 No. neutral link, copper earth flat of size 1 x 1/4 with inter connection of EB meter tofuse units by 16 Sq.mm PVC insulated copper wire with 1 No 63 Amp 30 MA Four Pole RCD / RCCB (Lower End) with suitable necessary connection with earth connection complete 99 Supply and fixing of 63A TPNMC switch with suitable angle iron frame work with MS cable entry boxes with earth connection only 100 Supply and fixing of 63A TPNMC switch on suitable angle iron frame work with MS cable entry boxes with PWD earthing 101 Supply and fixing of brass cable gland for 2 x 16 sq.mm. PVC armoured LTUG cable with earth connection 102 Supply and fixing of brass cable gland for 3-1/2 x 35 sq.mm. PVC armoured LTUG cable with earth connection 103 Supply and Laying of 4 x 16 sq.mm. PVC 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. 104 Supply and Laying of 3 1/2 x 35 sq.mm. PVC 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. 105 Supply and Laying of 3 1/2 x 95 sq.mm. PVC 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 106 Supply and providing cable end termination of 3-1/2 x 35 sq.mm. PVC LTUG aluminium armoured cable with necessary aluminium cable sockets by crimping etc with electrical connection complete 107 Supply and providing cable end termination of 3-1/2 x 95 sq.mm. PVC LTUG aluminium armoured cable with necessary aluminium cable sockets by crimping etc with electrical connection complete 108 Septic Tank 109 Earthwork for foundationsand depositing on bank with initial lead of 10 Mt. and initial lift of 2 Mt. in sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil, sandy loam and ordinary soilincluding excavated earth. 110 Supplying and filling in foundation and basement with M sand in layers of not more than 10cm thick well watered, rammed and consolidated etc., complete as per standard specification. 111 Laying the Plain Cement concrete 1:4:8(One cement four sand and eight brokenMachine crushed stone jelly) using HBG Machine creased Machine crushed stone jelly of size 40mm gauge for founding and basement including de- watering if found necessary and laid in layers of not more than 15cms thick etc., complete complying with standard specification and as directed by the departmental officers.The rates inclusive of Centering , shuttering, strutting, propping,removal of form work if it is required and all leads ,lifts and curing etc.. 112 Supplying and Erecting centering for sides and soffits including necessary supports and strutting up to 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at about 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specification. (Payment for centering shall be given after the concrete is laid) 113 REINFORCED CEMENT CONCRETE M25 1:1.5:3 mixusing 20mm machine crushed 20mm gauge hard broken granite stone jelly for all reinforced cement concrete works connected to this work excluding cenetering, shuttering and cost of reinforcement grills placed in position, but including laying, vibrating, curing and finishing, fixing fan clamps in the RCC floor and roof slab works wherever necessary and bearing surfaces of the wall at the sides and bottom of the slab, beams shall be finished smooth with cement mortar 1:3 (One cement and three sand ) and Kraft paper laid without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers. 114 Brick work in following Cement Mortar using best quality of Country Bricks of size 8-3/4 x 4-1/4 x 2-3/4 for foundation and basement including curing, etc., complete complying with standard specifiction. 115 Providing & applying 12 mm thick cement plaster in CM 1:5 (1 part of cement: 5 parts of sand) to walls internally and externally in single coat at all levels to correct line and level including chicken wire mesh at all joints of brick and concrete surfaces with minimum overlap of 150 mm in all directions, scaffolding, rounding off or champhering of corners, offsets, fin/ bands, projections, etc. and cleaning of surface, raking out joints, roughening of surface,chiseling the undulated surface wherever necessary and curing, etc., all materials and labour complete in all respects including all lead, lift and descent andas directed. 116 Supplying and fixing in position C.I.Manhole covers (heavy duty) mof various sizes of best approved quality and as per standard specificationsetc., complete.0.6X0.6M Size etc., complete. 117 Providing, machine mixing and laying on the P.C.C/ R.C.C. surface in approved panels of25 mm thick granolithic flooring in cement concrete mix of 1:2:4 (1 Cement: 2 Sand: 4 Aggregate 10 to 12 mm thick)well vibrated,compacted including 45 X 3 mm glass dividing strip, fixed to correct level and finished smooth and cured by keeping surfaces well-covered and protected against excess of an type. (The contractor to provide for preparation of surface by cleaning, hacking and exposing aggregate to achieve the best bond and any curling, lifting or beybonding noticed shall be rectified by the contractor at his cost). 118 Supplying, fabricating and placing in position mild steel/Ribbed tor steel rods for all RCC works including cost of steel and binding wire also in all floors, complete complying with standard specfication. 119 Under Ground Sump 120 Earthwork for foundationsand depositing on bank with initial lead of 10 Mt. and initial lift of 2 Mt. in sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil, sandy loam and ordinary soilincluding excavated earth. 121 Supplying and filling in foundation and basement with M sand in layers of not more than 10cm thick well watered, rammed and consolidated etc., complete as per standard specification. 122 Laying the Plain Cement concrete 1:4:8(One cement four sand and eight brokenMachine crushed stone jelly) using HBG Machine creased Machine crushed stone jelly of size 40mm gauge for founding and basement including de- watering if found necessary and laid in layers of not more than 15cms thick etc., complete complying with standard specification and as directed by the departmental officers.The rates inclusive of Centering , shuttering, strutting, propping,removal of form work if it is required and all leads ,lifts and curing etc.. 123 Supplying and Erecting centering for sides and soffits including necessary supports and strutting up to 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at about 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specification. (Payment for centering shall be given after the concrete is laid) 124 Reinforced Cement Concrete 1:11/2:3 (One Cement, One and a half sand and Three hard broken stone jelly) using 20 mm gauge hard broken granite stone jelly for all RCC items of works 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 and bearing surfaces of walls, beams etc. shall be finished smooth with Cement Mortar 1:3 (One Cement and Three Sand) and kraft paper laid over it without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers 125 Providing and applying 10 mm thick Cement plaster in Cement mortar 1:3 ( One part of Cement and Three parts of Sand ),to finishing the exposed surfaces of R.C.C. items of works such as Roof (or) floor slabs, beams,and Sun shades etc.to correct plane and l 126 Providing, machine mixing and laying on the P.C.C/ R.C.C. surface in approved panels of 25 mm thick granolithic flooring in cement concrete mix of 1:2:4 (1 Cement: 2 Sand: 4 Aggregate 10 to 12 mm thick)well vibrated,compacted including 45 X 3 mm glass dividing strip, fixed to correct level and finished smooth and cured by keeping surfaces well-covered and protected against excess of an type. (The contractor to provide for preparation of surface by cleaning, hacking and exposing aggregate to achieve the best bond and any curling, lifting or beybonding noticed shall be rectified by the contractor at his cost) 127 Supplying and fixing in position C.I.Manhole covers (heavy duty) of various sizes of best approved quality and as per standard specificationsetc.,complete.0.6X0.6M Size etc., complete. 128 PVC mould CI steps for sump 129 Supplying, fabricating and placing in position mild steel/Ribbed tor steel rods for all RCC works including cost of steel and binding wire also in all floors, complete complying with standard specfication. 130 Aluminium ladder for maintenance over the Roof top 131 Provision for lab interior 132 Tactile Flooring and Braille Sign Board 133 Provision for Sitting bench and Cubboard Arrangements 134 GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column BB for all works in this package}
Contract Date: Jun 13, 2026 Contract Value : ₹ 1.68 Crore
Local Bodies No of Bidders 2
Tamil Nadu View Result →
Haryana View Result →
29.
Drinking Water Supply and Sanitation #11267344 Price Bid
Tender for Hiring Of 2 Nos Desilting Machine (Desilter) For Cleaning Of Sewer Manhole In Ward No 98 Subhas Nagar Of Hari Nagar Constituency Ee(C)23
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Boards / Undertakings / PSU No of Bidders 5
Delhi View Result →
30.
Tourism #11266721 Price Bid
Tender for Civil Works , Clearing Grass And Removal Of Rubbish Upto A Distance Of 50 M Outside The Periphery Of The Area , Earthwork In Excavation By Mechanical Means (Hydraulic Excavator)/Manual Means Over Areas (Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 Sq.M On Plan) Including Disposal Of Excavated Earth Lead Upto 50 M And Lift Upto 1.5M Disposed Earth To Be Leveled And Neatly Dressed Including Providing Barricading, Danger Lighting Guarding As Directed In : All Kinds Of Soil , Earthwork In Excavation By Mechanical Means (Hydraulic Excavator) / Manual Means In Foundation Pipeline Trenches Drain (Not Exceeding 1.5 M In Width Or 10 Sq.M. On Plan) Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed Within A Lead Of 50 M. B) All Types Of Ordinary Rock Including All Types Of Laterite Rock, Blasting Prohibited , Refilling The Pipeline/Foundation Trenches Plinth Sides, Foundation Etc. With Available Excavated Earth In Layers Not Exceeding 20 Cm Depth Consolidating Each Layer Ramming And Watering Lead Upto 50 M And All Lifts And Disposal Of Surplus Earth As Directed By Engineer . , Brick Work Using Common Burnt Building Bricks In Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) With Bricks Of Class Designation 40 Kg / Cm2 (Wire Cut Bricks) In Superstructure Upto Floor Five Level. , Rubble Packing With Hard Laterite Stone Under Floors Including Watering Ramming And Consolidating Etc. In Pipeline Trenches And Other Foundations Complete. , Laterite Masonry In Neatly Dressed Stones For 23 Cms Thick Masonry Walls In C.M. 1 : 4 (1 Cement : 4 Coarse Sand In Foundation Upto Plinth Level , Extra For Laterite Masonry In All Sizes In Superstructure From Floor I Level Upto Floor V Level. , Half Brick Masonry Usign Fly Ash Bricks In Cement Mortar 1:3 (1 Cement : 3 Coarse Sand ) With Bricks Of Class Designation 40 Kgs / Cm2. Above Plinth Upto Floor V Level 200 X 95 X 95 , Providing & Laying Cement Concrete 1:2:4 (1 Cement: 2 Coarse Sand: 4 Graded Granitic Or Basaltic Stone Aggregate 20 Mm. Nominal Size) Excluding Cost Of Centering, Shuttering And Finishing In: A) All Work Up To Plinth Level , Providing And Laying In Position Ready Mixed Concrete (Rmc) With Usage Of Ordinary Portland Cement Manufactured In Fully Automatic Batching Plant And Transported To Site Of Work In Transit Mixer For A Lead Upto 10Kms Having Continuous Agitated Mixer, Manufactured As Per Mix Design Of Specified Grade For Reinforced Cement Concrete Work Including Pumping Of R.M.C., From The Transit Mixer To The Site Of Laying, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement Including The Cost Of Admixtures In Recommended Porportions As Per Is : 9103 To Accelerate/Retard Setting Of Concrete, Improve Workability Without Imparing Strength And Durability As Per The Directions Of The Engineerin-Charge. All Works Upto Floor V Level M-30Grade Of Concrete , Providing And Laying Upto Floor Five Level Cement Concrete 1:2:4 (1 Cement: 2 Coarse Sand: 4 Graded Granitic Or Basaltic Stone Aggregate 20 Mm Nominal Size) Including Smooth Finishing To Exposed Surfaces, With Cement Mortar 1:3 (1 Cement: 3 Fine Sand) Including Centering And Shuttering Etc. String Courses, Copings, Bedplates, Anchor Blocks, Plain Window Sills And The Like. , Providing And Laying Upto Floor Five Level Cement Concrete 1:2:4 (1 Cement: 2 Coarse Sand: 4 Graded Granitic Or Basaltic Stone Aggregate 20 Mm Nominal Size) Including Smooth Finishing To Exposed Surfaces, With Cement Mortar 1:3 (1 Cement: 3 Fine Sand) Including Centering And Shuttering Etc. Moulding As In Cornices, Window Sills Etc. Exceeding 15 Cm In Girth. , Centering And Shuttering Including Strutting, Propping, & Removal Of Form For Foundation, Footings, Bases Of Columns , Centering & Shuttering Including Strutting, Propping & Removal Of Forms For : Vertical Surfaces Such As Retaing Walls, Return Walls, Partitions, Walls (Any Thickness) Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets And The Like , Centering And Shuttering Including Strutting, Propping, & Removal Of Form For Columns, Piers, Pillars, Aburments, Posts And Struts (Square Rectangle Polygon In Plan) , Centering And Shuttering Including Strutting, Propping, & Removal Of Form For Sides And Soffits Of Beams, Beam Haunchings, Cantilever, Girders, Bressumers And Lintels Plinth Beams Not Exceeding 1M In Depth , Centering & Shuttering Including Strutting, Propping & Removal Of Forms For : Suspended Floors, Roofs Landings, Shelves & Their Supports , Centering & Shuttering Including Strutting, Propping & Removal Of Forms For Sloping Or Battering Surface (Slabs, Beams, Louvers, Etc) Including Folded Plates Columns, Pillars, Posts & Struts (Circular Or Curved In Plan) , Providing Tmt Steel Reinforcement Bars Of (Sail, Tata. Vizag, Jsw Steel Ltd.) ) (Confirming To Is 1786 Of 1986) For Reinforced Cement Concrete Work (Conforming To I.S. 1786 Of 1986) Including Bending, Binding & Placing In Position In All The Floors Along With The Factory Made Precast Concrete Cover Blocks Of Specified Sizes Whose Compressive Strength Is Not Less Than That Of Surrounding Concrete In The Structural Member. , Steel Work Welded (Sail, Tata. Vizag & Using Electrodes Of Ador Or Es4b Or Deh Secheron Make Only)In Built Up Sections Trusses And Framed Work Including Cutting, Hoisting, Fixing In Position And Applying Priming Coat Of Red Lead Paint. B) In Tees, Angles, Flats And Channels , Steel Work In Built Up Tubular (Round, Square Or Rectangular Hollow Tubes Etc.) (Square Hollow Section (Shs) Is4923 /Rectangular Hollow Section (Rhs) Is4923/ Circular Hollow Section (Chs) Is1161 Closed Structural Steel Of Approved Make (Min Yeild Stress 310 Mpa)) Trusses Etc., Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer, Including Welding And Bolted With Special Shaped Washers Etc. Complete. , Providing And Fixing Stainless Steel (Grade 304) Railing Made Of Hollow Tubes, Channels, Plates Etc.With Hairline Finish, Including Welding, Grinding, Buffing, Polishing And Making Curvature (Wherever Required) And Fitting The Same With Necessary Stainless Steel Nuts And Bolts Complete, I/C Fixing The Railing With Necessary Accessories & Stainless Steel Dash Fasteners, Stainless Steel Bolts Etc., Of Required Size, On The Top Of The Floor Or The Side Of Waist Slab With Suitable Arrangement As Per Approval Of Engineer, ( For Payment Purpose Only Weight Of Stainless Steel Members Shall Be Considered Excluding Fixing Accessories Such As Nuts, Bolts, Fasteners Etc.). , Providing & Fixing Upvc Door Frame Yashashri Make Or Equivalent Made Out Of Upvc Extruded Multi Cavity Frame Of 60 Mm X 60Mm X 2Mm Wall Thickness. Frame Is Reinforced With G.I. Channel & Welded In Corners With Average Weight 0.80 Kg Per Running Mtr. These Frames Are Tested By Using Bs 2782 & Din 53459 Test Methods. , Providing & Fixing 20 Mm Door Shutter Yashashri Make Or Equivalent, Made By Using 20Mm X 155Mm X 1.2Mm Upvc Multi-Cavity Section And Boarder Of 30Mm X 40Mm X 2.5Mm Upvc Multi Cavity Section. The Corners Are Joined By Inserting Polymetric Corners & Hardware Used For Fixing The Door Shutter Is Stainless Steel Hinges & S. S. Handle & S.S. Tower Bolt. The Average Weight Of 20Mm Door Shutter Is 4.60Kg Per Sq Mtr. These Upvc Sections Are Tested By Using Bs 2782 & Din 53459 Test Methods. , Providing And Fixing Bright Finished Brass Door Latch With Necessary Screws Etc Complete 250 X 16 X 5 Mm , Providing & Fixing Bright Finished Stainless Steel Ss 304 Grade Aldrops With Screws Etc. Complete. 250 X 150Mm. All Works Complete As Per The Drawing, Specification And Direction Of The Engineer-In-Charge-In-Charge , Providing And Fixing Stainless Steel D Type Handles With Necessary Screws Etc Complete A) L 300Mm/325Mm X 22 To 25Mm Dia , Providing And Fixing Chromium Plated Brass Butt Hinges With Necessary Screws Etc. Complete 125 X 70 X 4.0Mm (Ordinary Type) , Providing And Fixing Bright Finished Brass Tower Bolts (Barrel Type) With Screws Etc. Complete 200 X 10 Mm , Providing And Fixing Bright Finished Brass Tower Bolts (Barrel Type) With Screws Etc. Complete 150 X 10 Mm , Providing Frp Door Shutters 35Mm Thick With Frame Size In Clear Opening Of 0.75X2.10M Hinges And Screws Complete., , Providing And Fixing Anodized Aluminum Ventilators (Including Frame And Shutter ) With Three Partitions With 5 Mm Thick Approved Clear Float Glass In One Partition, Exhaust Opening In One Partition & 6 Mm Thk Glass Louvers In One Partition With Using Weight And Size Of Section Not Less Then As Specified Or As Shown In Drawing ,Locking Arrangement,Silicon Sealant ,Epdm Gaskets, Including All Aluminum Fixture And Fittings Etc. Complete . All Gaps Between Civil Work And Aluminium Frames Shall Be Sealed And Made Watertight By Applying Silicone Sealant.Rectangular Tube @0.478Kg/M , Providing And Fixing Of Aluminium Windows With Three Tracks And Three Shutters Sliding Windows With Tubular Frame Sections Powder Coated With Pure Polyster Powder Of Thickness 15-80 Microns With Approved Standard Acessories Such As Ball Bearing Rollers Concealed Lock, 6Mm Plain Clear Glass With Epdm Beading Etc. , Providing And And Laying Antiskid Floor Tiles 12 X 12 Upto 16 X 16 In Of Johnson, Somany, Kajaria (Thickness To Be Specified By The Manufacturer) Of 1St Quality Conforming To Is:15622 Of Approved Make In Shades As Specified Laid On 20 Mm Thick Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) Including Pointing The Joints With White Cement And Matching Pigment Etc., Complete A) Dark Shades , Providing And Fixing 1St Quality Ceramic Glazed Wall Tiles (Johnson, Somany, Kajaria )Conforming To Is:15622 (Thickness To Be Specified By The Manufacture Of Approved Make In All Colours, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineer-In-Charge In Skirting, Risers Of Steps And Dados Over 12 Mm Thick Bed Of Cement Mortar 1:3 (1 Cement : 3 Coarse Sand ) And Jointing With Grey Cement Slurry @3.3Kg Per Sq.M Including Pointing In White Cement Mixed With Pigment Of Matching Shade Complete. Wall Ceramic Glazed Tiles : 300 X 600 , Providing And Laying Factory Made Shot Blasted Cement Concrete Interlocking Paver Block Of Minimum M35/M40 Grade Made By Heavy Duty Block Making Machine With Strong Vibratory Compaction And Of Aprpoved Size And Design / Shape Laid In 50 Mm Thick Compacted Bed Of Coarse Sand, Filling The Joints With Coarse Sand, Etc. All Complete As Per The Direction Of Engineer.- In I, Wave, Rectangular, Square Etc. Shapes. The Products Should Comply To Is 15658:2006 And Manfucatured By Iso9001: 2008 Certified Plant. The Shot Blasting Should Be Done Using 0.4-0.5Mm Dia Steel Shots With A Speed Of 3200 Rpm. C) 80 Mm Thick In All Colours Except Grey (M40 Grade) , Providing And Laying Factory Made Shot Blasted Cement Concrete Interlocking Paver Block Of Minimum M35/M40 Grade Made By Heavy Duty Block Making Machine With Strong Vibratory Compaction And Of Aprpoved Size And Design / Shape Laid In 50 Mm Thick Compacted Bed Of Coarse Sand, Filling The Joints With Coarse Sand, Etc. All Complete As Per The Direction Of Engineer.- In I, Wave, Rectangular, Square Etc. Shapes. The Products Should Comply To Is 15658:2006 And Manfucatured By Iso9001: 2008 Certified Plant. The Shot Blasting Should Be Done Using 0.4-0.5Mm Dia Steel Shots With A Speed Of 3200 Rpm.D) 80 Mm Thick In Grey Colour (M40 Grade) , Providing And Laying Factory Made Shot Blasted Cement Concrete Interlocking Paver Block Of Minimum M35/M40 Grade Made By Heavy Duty Block Making Machine With Strong Vibratory Compaction And Of Aprpoved Size And Design / Shape Laid In 50 Mm Thick Compacted Bed Of Coarse Sand, Filling The Joints With Coarse Sand, Etc. All Complete As Per The Direction Of Engineer.- In I, Wave, Rectangular, Square Etc. Shapes. The Products Should Comply To Is 15658:2006 And Manfucatured By Iso9001: 2008 Certified Plant. The Shot Blasting Should Be Done Using 0.4-0.5Mm Dia Steel Shots With A Speed Of 3200 Rpm. 60 Mm Thick In All Colours Except Grey (M35 Grade) , Providing And Laying Factory Made Shot Blasted Cement Concrete Interlocking Paver Block Of Minimum M35/M40 Grade Made By Heavy Duty Block Making Machine With Strong Vibratory Compaction And Of Aprpoved Size And Design / Shape Laid In 50 Mm Thick Compacted Bed Of Coarse Sand, Filling The Joints With Coarse Sand, Etc. All Complete As Per The Direction Of Engineer.- In I, Wave, Rectangular, Square Etc. Shapes. The Products Should Comply To Is 15658:2006 And Manfucatured By Iso9001: 2008 Certified Plant. The Shot Blasting Should Be Done Using 0.4-0.5Mm Dia Steel Shots With A Speed Of 3200 Rpm. 60 Mm Thick In Grey Colour (M35 Grade) , Providing And Fixing 18 Mm Thick Gang Saw Cut, Mirror Polished, Premoulded And Prepolished, Machine Cut For Kitchen Platforms, Vanity Counters, Window Sills, Facias And Similar Locations Of Required Size, Approved Shade, Colour And Texture Laid Over 20 Mm Thick Base Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), Joints Treated With White Cement, Mixed With Matching Pigment, Epoxy Touch Ups, Including Rubbing, Curing, Moulding And Polishing To Edges To Give High Gloss Finish Etc. Complete At All Levels. Granite Of Any Colour And Shade, Area Of Slab Over 0.50 Sqm A) Jet Black , Providing 25 Mm Thick Cuddapah Slabs Machine Cut And Polished On Either Side In Partitions Including Making Necessary Grooves In The Wall And Fixing With Cement Mortar, Complete As Directed By The Engineer-In-Charge , Extra For Providing Opening Of Required Size & Shape For Wash Basin/ Kitchen Sink In Kitchen Platform, Vanity Counter And Similar Location In Marble/Granite/Cuddapah Stone Work, Including Necessary Holes For Pillar Taps Etc. Including Moulding, Rubbing And Polishing Of Cut Edges Etc. Complete. , Kotah Stone Slab Flooring Over 20 Mm (Average) Thick Base Laid Over & Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab Including Rubbing & Complete With Base Of Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) 20 Mm Thick. , Providing And Laying Flamed Finish Granite Stone Flooring In Required Design And Patterns, In Linear As Well As Curvilinear Portions Of The Building All Complete As Per The Architectural Drawings With 18 Mm Thick Stone Slab Over 20 Mm (Average) Thick Base Of Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) Laid And Jointed With Cement Slurry And Pointing With White Cement Slurry Admixed With Pigment Of Matching Shade Including Rubbing, Curing And Polishing Etc. All Complete As Specified And As Directed By The Engineer : Flamed Finish Granite Stone Slab. Jet Black , Marble Stone Flooring With 18 Mm Thick Marble Stone (Sample Of Marble Shall Be Approved By Engineer-In-Charge) Over 20Mm (Average) Thick Base Of Cement Mortar 1:4 (1 Cement:4 Coarse ) Using : , Providing & Fixing 18 Mm Thk Flame Finish Granite Tread Tiles In Single Piece In Approved Make And Colour With Rounded Off Nosing, Antiskid Groove Laid On 20 Mm (Average) Thick Bed Of Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) With Neat Cement Slurry Including Pointing With Pigmented Cement Slurry To Match The Shade Of Slab, Cleaning Etc. Complete. , Marble Tiles In Risers Of Steps, Skirtings, Dado, Walls And Pillars Laid On 12 Mm (Average) Thick Base Of Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) And Jointed With Grey Cement Slurry Including Rubbing And Polishing Complete With Kotah Stone Slab Flooring Over 20 Mm (Average Thick Base Of Lime Mortar 1:1:1 (1 Lime Putty : 1 Surkhi : 1 Coarse Sand) Laid Marble Tiles In Risers Of Steps, Skirtings, Dado, Walls And Pillars Laid On 12 Mm (Average) Thick Base Of Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) And Jointed With Grey Cement Slurry Including Rubbing And Polishing Complete With Kotah Stone Slab Flooring Over 20 Mm (Average Thick Base Of Lime Mortar 1:1:1 (1 Lime Putty : 1 Surkhi : 1 Coarse Sand) Laid Plain White Makrana Marble Slab 25 Mm Thick , Providing And Fixing Waterproofing Treatment To Sanitary Blocks Consisting Of Layers Of Laterite Stone Coba Of 75 Mm Thick In Cement Mortar 1:2 Sand Witched Between Two Layers Of Cement Mortar 1:4 (20 Mm Thick ) Mixed With Water Proofing Compound, Top Finishing Coat Of Cement Slurry 6 To 12 Mm Thick With Water Proofing Compound Etc. Complete With 32 Mm Dia Pvc Pressure Relief Pipe Of Adequate Length Including Waterproofing Treatment To 750 Mm Height (Maximum) Of Side Wall, And Bottom Surface In Cement Mortar 1:4 With Waterproofing Compound And Covering 10 Years Guarantee On Court Fee Stamp Of Rs. 100 With Ponding Test Including All Lead, Lift Etc. Complete As Directed By Engineer. , Providing & Fixing In Position Double Skin Roof With Zincalume/ Galvalume Colour Coated & Bare Profile Sheet With Subtle Square Fluting Factory Cut At All Heights For Roof, Side & Gable Cladding Complete In All Respect. Top Sheet-The End Rib Shall Be Designed For Anti-Capillary Action. The Feed Material Should Be Manufactured Out Of Nominal 0.45 Mm Base Metal Thickness (Bmt), Hi-Strength Steel With Min. 550 Mpa Yield Strength, Metallic Hot Dip Coated With Aluminium-Zinc Alloy (55% Aluminium, 43.5% Zinc &1.5% Si) As Per As 1397 - Zincalume Az150 (Min. 150 Gms/Sq.Mt Total On Both Sides) With Quality Paint Coat As Per As/Nzs 2728 Type 3-4. The Paint Shall Have A Total Coating Thickness Of Nominal 35 Μm, Comprising Of Nominal 20 Μm Exterior Smp Coat On Top Surface And Nominal 5 Μm Reverse Backer Coat On Back Surface Over Nominal 5 Μm Primer Coat On Both Surfaces Of Approved Colour Shade. Total Coated Thickness (Tct) Should Be 0.50Mm. Total Painted Thickness (Tpt) Should Be In Addition To 0.50Mm. The Steel Sheet Shall Be Fastened With Nominal 40 Μm Zinc Coated Or Nominal 25 Μm Zinc-Tin Alloy Coated, Hex Head, Self-Drilling Screw As Per As 3566-2002 Class 3 Fasteners Of Approved Make With Epdm Washer As Per The Requirement Considering The Profile Shape And Design Load. The Fastener Size Shall Be Calculated As Per The Design Or Manufacturers Recommendations. The Profile Sheet, Fastener Size Etc. Shall Be Approved By The Engineer. The Sheeting Should Be With Minimum 200Mm Lap & Waterproof With Silicon Sealant Non-Hardening Neutral Cure Type Shall Be Applied At All End Laps, Complete As Directed Z-Sub Girt - Roll Formed Section 50X50x50x1.50 Tct, 120Gsm Galvanised, High Strength (345 Mpa), Approximate Wt. 1.85 Kg/R.M. Fixed With Self Tapping Screws Glass Wool Insulation With Fsk Facing 50Mm With 24 Kg/M3 Density In Between 2 Sheets. Liner Sheet-Bare Galvalume/Zincalume Roofing Sheet Of Same Profile As Top Sheet. The Feed Material Is Of Manufactured Out Of Nominal 0.45 Mm Base Metal Thickness (Bmt) (0.47 Mm Tct), Hi-Strength Steel With Min. 550 Mpa Yield Strength, Metallic Hot Dip Coated With Aluminium-Zinc Alloy (55% Aluminium, 45% Zinc) As Per As 1397 - Zincalume Az150 (Min. 150 Gms/Sq.Mt Total On Both Sides), Passivated & Resin Coated. The Feed Material Should Have Coil ManufacturerS Product Details Marked At Regular Interval For Confirming Genuinity Of The Material. Complete As Per The Directions Of The Engineer. The Steel Manufacturers Test Certificate For The Chemical & Mechanical Properties Of Steel Must Be Submitted For Approval Prior To Installation. , Add For Providing & Fixing Flashings -[Corners, Ridges, Valleys, Gable End & Trims] (Girth Upto 610Mm) Including All The Accessories Complete As Per The Directions Of The Engineer In Charge. , Providing And Fixing Prince Or Equivalent Make Pvc Swr Half Round Eaves Gutter With Bolts, Nuts And Flat Iron Brackets 40 X 3 Mm Size Complete. 140 Mm Nominal Size , Extra For Providing Flat Iron Bracket 50 X 3 Mm Size Instead Of 40 X 3 Mm Size With Necessary Bolts Nuts, Washers Etc. For Fixing A.C. Gutters To Purlins. , Extra For Providing And Fixing Prince Or Equivalent Make Pvc Swr Short Stop Ends For Socketed Half Round Eaves Gutters. 140 Mm Nominal Size , Providing Water Proofing Treatment Over The New Reinforced Cement Concrete Roofs Terrace Toilet By Spreading Cement Slurry Over The Reinforced Cement Concrete Slab And Laying Of 10Cms. Average Laterite Stone Ballast Coba With The Necessary Gradient For Easy Flow Of Rain Water And The Coba In Covered With Damp Proof Of Hindustan Water Proofing Co. Or Equivalent Jointless Water Proofing Plaster Of Mix 1:3 ( 1 Cement : 3 Find Sand), Finished Smooth With Wooden Trowel With False Marking Of 30 Cms Square. The Vertical Surface Of The Adjoining Walls Are To Be Treated Upto A Height Of 30Cms Including Rounding Of Junction (The Rate Includes For Complete Items Including Labour And Materials And Including Cost Of Initial Treatment Of Roof Slab As Follows. The Injunction Of Damp Proof Or Equivalent Compound With Cement Solution Will Be Given As And When Found Necessary For Filling Honey Comb, Cracks Etc. In The Reinforced Cement Concrete Slabs). Note: Cement Consumption 25 Kg/Sq.M. , 12Mm Cement Plaster 1:4 (1 Cement : 4 Fine Sand) , 6Mm Cement Plaster To Ceiling 1: 3 (1 Cement : 3 Fine Sand) , 18Mm Cement Plaster In Two Coats Under Layer 12Mm Thick Cement Plaster 1:5 ( 1 Cement : 5 Coarse Sand) And Top Layer 6Mm Thick With Cement Plaster 1: 3 (1 Cement : 3 Coarse Sand) Finished With Sponge. , Extra For Providing And Mixing Water Proofing Material Proportion Recommended By The Manufacturers. (A)12Mm Cement Plaster 1: 3 (1 Cement : 3 Sand) , Forming & Finishing The 20 Mm Groove In Plastered Surface & Repair The Edges As Per Specifications And Directions Of The Engineer In Charge. , Painting Three Or More Coats With Acryllic Exterior Paint Of Approved Brand And Manufacture (Such As Weather Shield,Apex) Including Applying One Coat Of Cement Primer And One Coat Of Surface Treatment Etc. Complete. , Wall Painting (Two Or More Coats) With Plastic Emulsion Paint Of Approved Brand And Manufacture On New Work To Give An Even Shade. , Painting (Two Or More Coats) With Synthetic Enamel Paint Of Approved Brand And Manufacture In All Shade Or New Work Over And Under Coat Of Suitable Shade With Ordinary Paint Of Approved Brand And Manufacture To Give An Even Shade , Providing And Applying White Cement Based Putty Of Average Thickness 1.00Mm Of Approved Brand And Manufacturer, Over The Plastered Wall Surface To Prepare The Surface Even And Smooth Complete. , Demolishing Reinforced Cement Concrete Work Including Stacking Of Steel Bars & Disposal Of Unserviceable Within 50 Mts. Lead. , Demolishing Laterite Stone Masonry In Cement Mortar Including Stacking Of Serviceable Material & Disposal Of Unserviceable Material Within 50 Mts. Lead. , Dismantling Steelwork In Built Up Sections In Angles, Tees, Flats And Channels Including All Gusset Plates Bolts, Nuts, Cutting Dismembering And Staking Within 50 Mts. Lead , Dismantling G.I. Sheets Roofing Including Ridges, Hips Valleys And Gutters Etc. And Stacking The Material Within 50 Meters Lead. , Dismantling Asbestos Sheet Roofing Including Ridges, Hips Valley And Gutters And Stacking The Material Within 50 Meters Lead. , Dismantling Tiled Roofing (Mangalore Or Pot Or Country Tiles) With Battens Etc. Complete Including Stacking Of Serviceable Material & Disposal Of Unserviceable Material Within 50 Mts. Lead. , Taking Out Existing cement concrete Interlocking Paver Blocks From Footpath/ Central Verge, Including Removal Of Rubbish Etc., Disposal Of Unserviceable Material To The Dumping Ground, For Which Payment Shall Be Made Separately And Stacking Of Serviceable Material Within 50 Metre Lead As Per Direction Of Engineer-In-Charge. , Carting Away Unwanted Excavated Material Such As Soil, Lime, Moorum, Building Rubbish, Laterite Stone, Excavated Earth, Ordinary Rock Etc. From Site Lead Of 5 Km Including All Loading & Unloading Charges ( A ) ( By Mechnaical Automative Transport ) Contractor Should Arrange Land For Dispose Up These Material At His Own Cost Lead Upto 5 Km. , Supplying And Fixing Pre-Cast Cement Concrete Kerb-Stones(Factory Made,The Factory Should Be Iso Certified And Registered Under Dirctorate Of Industries, Govt. Of India) Of M-20 With 20 Mm Nominal Size Granitic/Basaltic Aggregate Properly Consolidated By Mechanical Plat-Form And Vibrators With Smooth Finish Including Fixing At Site Complete As Per Specification. , Supply, Fabrication And Installing In Position Ms Gates Of Required Width And Height Of Including Wicket Gate And Rolling Gate(If Necessary) Of Approved Size Made Of Channels Joists, Angles, Plates, Pipes And Ms Sheets Including Stiffeners, Bracing, Fabricated Hinges, Ms Aldrops Locking Arrangement, Tempered Steel Pivots, Guide Track Of Ms Tee, Ball Bearing Arrangement, Casters Wheels Etc. All Complete As Per Drawing, Specification And As Directed By Engineering In Charge All Complete. The Main Entrance Gate Shall Be Fabricated Out Of Mild Steel Sections Completed With Applying A Priming Coat Of Approved Steel Primer And Two Coats Of Synthetic Enamel Painting. The Structural Steel Works For Gates Shall Include Supply, Fabrication, Transportation, Erection Of Structural Steel Gates Complete With Placing In Position Embedded Parts In Concrete / Brickwork And In Road Surface Including Cutting, Grinding, Drilling Of Holes, Welding And Painting Etc Complete , Constructing Soak Pit 1.20M X 1.20M X1.20M Filled With Laterite Stone Aggregate 125 To 180 Mm Including S.W. Drain Pipe 100 Mm Diameter And 1.2M. Long Complete As Per Standard Design. : , Providing And Fixing Weepholes With Rigid Pvc Make Laid In Position With A Required Slope And Level While Layingpipes Of Approved The Concrete Of Retaining Wall,Wing Wall And Earth Retainig Structure Complete As Directed By The Engineer In Charge A) 110 Mm Dia , Supplying And Fixing Of Precast Reinforced Cement Concrete Slabs(Factory Made,The Factory Should Be Iso Certified And Registered Under Dirctorate Of Industries, Govt. Of India) At Site In Concrete Grade Of M-25 With 20 Mm Nominal Size Granitic Or Basaltic Aggregate, Consolidated By Means Of Mechanical Platform, Vibration Etc. With Lifting Hooks Of M.S. 10Mm Bars And Pvc Cups Including Cost Of Reincforcement, Certificate From Manufacturer Shall Be Produced Indicating Grade Of Concret And Minimum Content Of Steel In The Product Along With 5 Year Free Replacement Warranty In Case Of Breakage Complete And As Directed By Engineer -In -Charge. Size 900 X 400 X 100 Mm With Steel Reinforcement Not Less Than 5.0 Kgs Per Unit -12 T Capacity , Providing & Fixing Of Reinforced Cement Concrete Gril Of Size 1.00 M X 0.6 M Ht Placed And Fixed On Coping Band For Compound Wall As Per Detailed Drawing Etc Complete , Construction Of Deepstambh Of Reinforced Cement Concrete Pillar With Exposed Laterite Masonary Of Octagonal Shape (1500Mm Length Of Each Side And Total Height Of 5500Mm) With Openings For Placing Diya Lamps And Foundation Platform Of Size (1800Mm Length Of Each Side And Height Of 1500Mm) Including Molding,Etc. As Per The Detail Drawings And As Directed By Engineer In Charge. , Providing And Applying Decorative Plastering For Temple At Base Sorrounding(Paduka, Padma And Kumuda For Plinth), Using 1:4 Morter Mixture With Bricks Chips,Featuring A Maximum 450 Mm Height And Including Custom Moulding Work As Details In Approved Drawings And Direction By Engineer Etc Complete. , Providing And Applying Decorative Plastering For Piller At The Corner (Ht 4.50 Mt), Using 1:4 Mortar Mixture With Brick Chips, Featuring A 150Mm Offset, And Including Custom Moulding Work As Details In Approved Drawings And Direction By The Engineer. (The Job Involves Applying A Decorative Finish Over The Underlying Structure, Incorporating Special Decorative Features Etc Complete. , Providing And Applying Decorative Plastering For Temple At Base Sorrounding(Adhopadma For Plinth), Using 1:4 Morter Mixture With Bricks Chips,Featuring A Maximum 450 Mm Height And Including Custom Moulding Work As Details In Approved Drawings And Direction By Engineer Etc Complete. , Providing And Applying Decorative Plastering For Temple (Cornice Above Adhopadma ), Using 1:4 Morter Mixture With Bricks Chips,Featuring A Maximum 900Mm Height, Including Custom Moulding Work As Details In Approved Drawings And Direction By Engineer Etc Complete (Including Labours, Materials And Scaffolding Etc) , Providing And Applying Decorative Plastering For Temple (Big Mantap ), Using 1:4 Morter Mixture With Bricks Chips,Featuring A Max 2100Mm Height, 750Mm Width, Including Custom Moulding Work As Details In Approved Drawings And Direction By Engineer Etc Complete (Including Labours, Materials And Scaffolding Etc) , Providing And Applying Decorative Plastering For Temple (Small Mantap ), Using 1:4 Morter Mixture With Bricks Chips,Featuring A Max 1500Mm Height ,750Mm Width, Including Custom Moulding Work As Details In Approved Drawings And Direction By Engineer Etc Complete (Including Labours, Materials And Scaffolding Etc) , Providing And Applying Decorative Plastering For Temple (Karnakuta ), Using 1:4 Morter Mixture With Bricks Chips, Featuring A 60Mm Height, 750Mm Width Including Custom Moulding Work As Details In Approved Drawings And Direction By Engineer Etc Complete (Including Labours, Materials And Scaffolding Etc) , Providing And Applying Decorative Plastering For Temple (Yalli ), Using 1:4 Morter Mixture With Bricks Chips,Featuring A Max 300Mm Height, Including Custom Moulding Work As Details In Approved Drawings And Direction By Engineer Etc Complete (Including Labours, Materials And Scaffolding Etc) , Providing And Applying Decorative Plastering For Temple (Small Statue ), Using 1:4 Morter Mixture With Bricks Chips,Featuring A Max 750Mm Height, ( Maximum 4 Hands & 4 Ayaudhas ) Including Custom Moulding Work As Details In Approved Drawings And Direction By Engineer Etc Complete (Including Labours, Materials And Scaffolding Etc) , Providing And Applying Decorative Plastering For Temple (Big Statue ), Using 1:4 Morter Mixture With Bricks Chips,Featuring A Max 1200Mm Height,( Maximum 4 Hands & 4 Ayaudhas ) Including Custom Moulding Work As Details In Approved Drawings And Direction By Engineer Etc Complete (Including Labours, Materials And Scaffolding Etc) , Providing And Applying Decorative Plastering For Temple Small Stupi ( Bagil Paik ), Using 1:4 Morter Mixture With Bricks Chips,Featuring A Max 2400Mm X 2400Mm X 1800Mm Height, Including Custom Moulding Work As Details In Approved Drawings And Direction By Engineer Etc Complete (Including Labours, Materials And Scaffolding Etc) , Providing And Applying Decorative Plastering For Flowers At The Ceiling With Dia. 1.20Mt, Using 1:4 Mortar Mixture With Brick Chips, Featuring A 60Mm Offset, And Including Custom Moulding Work As Details In Approved Drawings And Direction By The Engineer. (The Job Involves Applying A Decorative Finish Over The Underlying Structure, Incorporating Special Decorative Features Etc Complete. , Plumbing Works , Proving And Fixing White Vitreous China Wall Hung Type (European Type) Water Closet With Seat And Lid With C.I. Brass Hinges And Rubber Fittings With Flush Valve Nelson/ Similar Fully Chromium Plated With Stop Cock, Wall Flanges, Flush Pipe Or Elbow And Vaccum Breaker Coupling Etc. Including Chair Bracket/Rag Bolts, Cutting & Making Good The Walls And Floors Where Required And Concealed Seat Support - W.C. Pan With White Plastic Seat And Lid , Providing And Fixing Hand Shower (Health Faucet) With 8Mm Dia, Abs/Brass Body With Double Lock 1.00M Long Flexible Tube (Brass Plated Stainless Steel Flexible Hose) And Wall Hook Of Approved Quality Confirming To Is Standards. (All Ewc Including Handicap Toilets) , Providing And Fixing Nickel Chrome Plated Copper Alloy Fancy Two Way Bib Cock With Single Knob And Wall Flange Conforming To Is 8931:1993 15Mm Nominal Bore , Proving And Fixing White Vitreous China Water Closet Squatting Pan (Indian Type W.C. Pan) Size 580 Mm With 100 Mm Sand Cast Iron P. Or S Trap 10 Litres High Level P.V.C. Flushing Cister (Of Approved Make) With Fittings, Rack Bolts 32 Mm Diameter P.V.C Telescopic Flush Pipe With Fit Tings And Clamps 25Mm P.V.C. Over Flow Pipe With Specials & Mosquito Proof Coupling Of Approved Municipal Design And Nylon Pull Complete Cutting And Making Good The Walls And Floors Where Required Long Pan Pattern W. C. Pan , Providing And Fixing Nickel Chrome Plated Copper Alloy Fancy Long Body Bib Cock With Wall Flange Jaquar Make Or Equivalent. Confirming To Is 8931;1993 For Orissa Pan. 15Mm Nominal Bore , Providing And Fixing White Vitreous China Flat Back Large Lipped Front Urinal Basin Of 590X375x390mm Size With Urinal Valve Auto Closing System With Built In Control Cock & Wall Flange With Fittings, Spreader, R.S. Or C.I. Brackets, Standard Size C.P. Brassl Flush Pipe And Spreaders With C. P. Brass Unions & C. P. Brass Clamps With Waste Fitting As Per Is 2556, Pvc Trap With Outlet Grating And Other Couplings In Cp Brass Complete, Including Painting, Fittings, Cutting And Making Good The Walls And Floors Where Required. - Range Of One Urinal Basin , Providing And Fixing Vitreous China Wash Basin With Rs Or C.I. Brackets Painted White, 15 Mm C.P. Brass Pillar Taps C.P. Brass Chain With Rubber Plug 32 Mm C.P. Brass Waste Of Pattern, 32 Mm Diameter M.I. Or C.P. Brass Trap And Union Complete, Flat Back Wash Basin Size 550 X 400Mm With A Single 15 Mm C.P. Brass Pillar Taps. , Providing And Fixing Nickel Chrome Plated Copper Alloy Fancy Bottle Trap Economy Type 32Mm Jaquar Make Or Equivalent. Confirming To Is 8931;1993 , Providing & Fixing Liquid Soap Container With C. P. Brass Lid And Brackets Fixed To Wooden Cleats With C. P. Brass Screws Plastic Container , Providing And Fixing Nahani Trap Of Rigid Pvc (Approved Make) For S.W.R. Pipes Including Lubricating Etc. Complete, Without Door : 110Mm , Providing And Fixing Nahani Trap Of Rigid Pvc (Approved Make) For S.W.R. Pipes Including Lubricating Etc. Complete, Without Door : 75Mm , Providing And Fixing Rigid Pvc S.W. R. (Soil, Waste And Rain Water Drainage Pipes Of Approved Make Including Lubricant Etc. Complete (Single/Double) Socket-Ed : 110Mm Dia , Providing And Fixing Rigid Pvc S.W. R. (Soil, Waste And Rain Water Drainage Pipes Of Approved Make Including Lubricant Etc. Complete (Single/Double) Socket-Ed : 75Mm Dia , Providing And Fixing Rigid Pvc Bend Of Required Degree (Of Approved Make) For S.W.R. Drainage Pipes Of Approved Including Lubricating. 110Mm , Providing And Fixing Rigid Pvc Bend Of Required Degree (Of Approved Make) For S.W.R. Drainage Pipes Of Approved Including Lubricating. 75Mm , Providing And Fixing Rigid Pvc Bend (Approved Make ) For S.W.R. Pipes Including Lubricating Etc Complete Bend With Door : 110Mm , Providing And Fixing Rigid Pvc Bend (Approved Make ) For S.W.R. Pipes Including Lubricating Etc Complete Bend With Door : 75 Mm , Providing And Fixing Single Tee Of Rigid Pvc (Approved Make ) For S.W.R. Pipes Including Lubricating Etc Complete, With Door : 110Mm , Providing And Fixing Single Tee Of Rigid Pvc (Approved Make ) For S.W.R. Pipes Including Lubricating Etc Complete, With Door : 75 Mm , Providing And Fixing R.P.V.C. Vent Cowl: 110Mm , Constructing Brick Masonry Manhole Or Inspection Chamber With Second Class Bricks In Cement Mortar 1:5 (1 Cement :5 Fine Sand) Reinforced Cement Concrete Top Slab With 1:2:4 Mix (1 Cement: 2 Coarse Sand ;4 Graded Stone Aggregate 20Mm Nominal Size Foundation Concrete 1:2:4 Mix (1 Cement ;2 Coarse Sand :4 Graded Stone Agrregate 40Mm Nominal Size) Inside Plastering 12 Mm Thick With Cement Mortar 1:3 (1 Cement :3 Coarse Sand) Finished With A Floating Coat Of Neat Cemetn And Making Channels In Cement Concrete 1:2:4 Mix (1 Cement :2 Coarse Sand :4 Graded Stone Aggregate 20 Mm Nominal Size) Neatly Finished Complete As Per Standard Design. Inside Size 90 X80 Cm And 45 Cm Deep Including C.I. Cover With Frame (Light Duty) 455 X610mm Internal Dimensions Total Weight Of Cover Ad Frame To Be Not Less Than 38 Kg. (Weight Of Cover 23 Kg. ) , Providing And Fixing Square Mouth S.W. Gully Trap Grade A Complete With C.I. Grating Brick Masonry Chamber And Water Tight C.I. Cover With Frame Of 300 X 300 Mm Size (Inside The Weight Of The Cover To Be Not Less Than 4.53 Kg.) And Frame To Be Not Less Than 2.72 Kg As Per Standard Design:. 150 X 100 Mm Size P Or S Type , Providing And Fixing Astm Upvc Pipe, Conforming To Astm 2467 With Iso 14001, Including All Upvc Plain & Brass Threaded Fittings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fittings With One Step Upvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Engineer. Internal Work - Exposed On Wall. Sch-40(Blue)/(White) 25Mm Outer Dia. , Providing And Fixing Astm Upvc Pipe, Conforming To Astm 2467 With Iso 14001, Including All Upvc Plain & Brass Threaded Fittings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fittings With One Step Upvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Engineer. Internal Work - Exposed On Wall. Sch-40(Blue)/(White) 32Mm Outer Dia. , Providing And Fixing Astm Upvc Pipe, Conforming To Astm 2467 With Iso 14001, Including All Upvc Plain & Brass Threaded Fittings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fittings With One Step Upvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Engineer. Internal Work - Exposed On Wall. Sch-40(Blue)/(White) 50Mm Outer Dia , Providing And Fixing Astm Upvc Pipe, Conforming To Astm 2467 With Iso 14001, Including All Upvc Plain & Brass Threaded Fittings, Including Jointing Of Pipes & Fittings With One Step Upvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineer. External Work.Sch-40(Blue)/(White) 25Mm Outer Dia. , Providing And Fixing Astm Upvc Pipe, Conforming To Astm 2467 With Iso 14001, Including All Upvc Plain & Brass Threaded Fittings, Including Jointing Of Pipes & Fittings With One Step Upvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineer. External Work.Sch-40(Blue)/(White) 50Mm Outer Dia , Providing And Fixing Non-Return Valve Of Approved Quality : 40 Mm Nominal Bore , Providing And Fixing Ball Valve ( Brass ) Of Approved Quality Low Pressure With Copper Floats 25 Mm Nominal Bore , Providing And Fixing Brass Full Way Valve (Heavy) Duty With Wheel Of Approved Quality : 20 Mm Nominal Bore , Providing And Fixing Brass Full Way Valve (Heavy) Duty With Wheel Of Approved Quality : 25Mm Outer Dia. , Providing And Fixing Chlorinated Ployvinyl Chloride (Cpvc) Pipes Confirming To Is:15778, Having Thermal Stability For Hot And Cold Water Supply Including All Cpvc Plain And Brass Threaded Fittings Including Fixing The Pipes With Clamps At 1 Mt. Spacing. This Includes Jointing Of Pipes And Fittings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of The Engineer-In-Charge. Concealed Work (Medium Duty Sdr 13.5 Pipe) Including Cutting Chases And Making Good The Walls Etc 15 Mm , Providing And Fixing Chlorinated Ployvinyl Chloride (Cpvc) Pipes Confirming To Is:15778, Having Thermal Stability For Hot And Cold Water Supply Including All Cpvc Plain And Brass Threaded Fittings Including Fixing The Pipes With Clamps At 1 Mt. Spacing. This Includes Jointing Of Pipes And Fittings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of The Engineer-In-Charge. Concealed Work (Medium Duty Sdr 13.5 Pipe) Including Cutting Chases And Making Good The Walls Etc 20 Mm , Providing And Fixing Chlorinated Ployvinyl Chloride (Cpvc) Pipes Confirming To Is:15778, Having Thermal Stability For Hot And Cold Water Supply Including All Cpvc Plain And Brass Threaded Fittings Including Fixing The Pipes With Clamps At 1 Mt. Spacing. This Includes Jointing Of Pipes And Fittings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of The Engineer-In-Charge. Concealed Work (Medium Duty Sdr 13.5 Pipe) Including Cutting Chases And Making Good The Walls Etc25 Mm , Providing At Store Or Site Work Non-Pressure Reinforced Cement Concrete Pipes Of With Collar Joints Conforming To Is:458-2003 Revised As Per Amendment No.11 , Including Freight, Carting, Loading, Unloading, Stacking Etc. Complete 150 Mm , Conveying Carefully From Stack At Site, 250M From Both Sides Rolling And Lowering Into Trenches, Laying And Jointing True To Line And Level, Reinforced Cement Concrete Spun Pressure And Non Pressure Pipes Of Various Classes, Specials Including Collar And Perfect Linking Of Joint With Jack To Correct Position Including Cost Of Jointing Material In Cement Mortar 1:2, Necessary Hydraulic Testing, Curing Of Cement Mortar Etc. Complete. 150 Mm , Providing And Fixing Angular Stop Cock With Wall Flangue - Jaquar Make. Florentine (Flr-5053N) 15Mm Of Approved Quality. , Providing And Placing On Terrace Roof Of Floor Two (1St Flor Roof Single Piece Rotational Moulded Polythene Water Storage Tank Having I S I Mark And Conforming To I S 12701; 1996 1000 Lit. Capacity , Supply Of Inferential, Dry Dial, Type Domestic Water Meter,Suitable For Horizontal Installation, Duly, Sealed Against Tampering With Couplings At Both Ends Having Pulse Output Facility Compatable For Automatic Reading System ,Conforming To Is:779-1974 And Iso 4064-2005 Standards And Bearing Eec/Mid/Oiml Mark, (With Latest Amendments)Along With Test Certificate From Fcri/Nabl As Desired By The Department.25 Mm , Fixing Water Meter & Stop Cock In G. I. Pipe Line Including Cutting & Treading The Pipe And Making Long Screw Etc. Complete (Cost Of Water Meter And Stop Cock To Be Paid Separately) , Providing And Fixing Brass Bib Cock (Heavy) Of Approved Quality : 15 Mm Nominal Bore , Providing And Fixing Stainless Steel A Isi 304 (18/8) Kitchen Sink As Per Is 13983 Including Cutting Of Stone And Making Good The Walls Wherever Required. Kitchen Sink Without Drain Board. With Coupling & All Accessories Complete With Choke Stop Strainer, Plain Type Having Flat Borders For Correct Sandwithing Between The Plaform Top And Bottom Slabs Complete. Overall Size 610Mmx510mm (24X20) Bowl Size 545Mmx445mmx200mm (211/2X 17 1/2X 8) Depth 200 Mm. Glossy. 1.0Mm Thk, , Providing And Fixing Nickel Chrome Plated Copper Alloy Fancy Pillar Cock With Extended Lever Handle And Wall Flange Confirming To Is 8931; 1993 15Mm Nominal Bore , Electrical Works , Supply ,Installation,Testing & Commisioning Of 3 M High Galvanised Decorative Conical Step Pole With Decorative Light Single Bracket Made From 40 Mm. Dia ‘B Class G.I. Pipe, 0.6 To 1M. In Length Along With Pole Cap Of 300Mm / Suitable Length And 80 Mm /Suitable Dia.(Suitable To Pole Top) Duly Welded With Provided Leads, And With Foundation Bolts Having Bottom Dia. From 105 To 141 Mm, Top Dia. From 65 To 77 Mm Complete With All Required Accessories Like Junction Box With 15A Input Output Connectors , 0.5 - 6 A C Curve Sp Mcb For Suitable For Each Light Fittings 3 Core 2.5 Sq. Mm Cu Flex. Cable For Light Fitting From Junction Box To Light Fittings And Its Termination Of Cables Should Be Made Using With Proper Lugs ,Pole Will Be Painted With P U Paint As Per Gtdc Color Choice .Etc.Make-Havells, Reytek, Suncity, La Luminie As Required As Directed By The Engineer In-Charge. , Supply,Installation,Testing,Commisioning Of 40W Decorative Luminaire Made Of Spun Aluminium Body With Pressure Die-Cast Heat Management (Pdchm) And The Ip65 Optical Compartment With High Power Led/S Is Comprised Of A Deep Drawn Chemically Polished And Co-Extruded, Thermoformed Polycarbonate Protector Stabilized Agent Uv Rays Suitable For 40W Led. Fitting Should Be Suspended Mounting Type Fixture. System Wattage:40W Led, Protection Class:Ip65, Driver Integral: Constant Current, Input Voltage: 230-240 Vac, Frequency: 50-60Hz, Operating Voltage:120- 277Vac, Operating Temperature: 0Deg To +50Deg C, Single Phase Ac Supply. Led Lumens: @120Lm/W 4800Lm, Cri(Ra):80, Led Colour Temperature: 3000 To 5700K, Life Span:59,000 Hours,, Physical Body: Die Cast Aluminium Base, Body Spun Aluminium, Diffuser: Convex Type Translucent / V Translucent Polycarbonate Glass, Mounting: Suitable For 48Mm Od Pipe, Finish: Powder Coated Black, Driver Power Factor:0.95, Thd:7.8%,Surge Protection: 4Kv, Efficiency:87%. Fitting Should Have Inbuilt Driver With Efficiency 0.9 And Having Surge Protection Device Of 4Kv And External Surge Protection Device Of 10Kv. Ip65 And Lm79-2019 Report To Be Provided. Make: Havells, Reytek, Suncity, La Luminie As Required As Directed By The Engineer In-Charge. , Supply,Installation,Testing,Commisioning Of Architectural Pole Of 6Mtr Height Single Arm Made Of Galvanised Iron Sections Of 140Mm & 76Mm Dia. Wind Speed Considered In Design 50M/S, Is 875: Part - 3 :1987 .Material For Tubes Steel Of Grade Yst 210. Material For Base Plate Steel Of Grade E250 To Is 2062 ; 2011. The Bracket Will Be Provided With Reducer/Expander For Holding The Suspended Type Fixture On To The Main Pole With All Arrangements Having Position Perpendicular To The Ground. The Bracket Shall Be Single Arm On 6Mtr With A Span Of 1000Mm. The Bracket Top Shall Be Covered With Frp Cap To Enclose The Pipe. The Pole Will Be Placed With A Aluminium Embellishments On The Bottom & Middle Section For Aesthetic & Decorative Purpose. The Pole Will Be Provided With An Inbuilt Ip 65/66 Junction Box To Fix 32Amp Connectors & 6Amp Mcb Inside The Cut Window Of The Bottom Pipe The In Built Box Should Have A Flush Door Of Suitable Size. The Decorative Pole Will Be Mounted On A Square Base Plate Of Size 250 X 250Mm Having 12Mm Thickness. The Mounting Steel Plate Along With Hot Dip Galvanised Foundation Bolts Of Size M16 X 600Mm To Be Used For Ensuring Firm Grouting In The Specially Designed /Provided Reinforced Cement Concrete Foundation. The Galvanised Pole Should Be Painted In 3 Layer Coating (Coating Thickness Should Be More Than 50 Microns Minimum) In Which 1St Layer With Etch Primer, 2Nd Layer With Epoxy Zinc Primer & 3Rd Final Layer With Pu Paint Of Matt Black On Pole And Golden On Aluminium Embellishment Or As Per Gtdc .Make-Havells, Reytek, Suncity, La Luminie As Required As Directed By The Engineer In-Charge. , Supply,Installation,Testing,Commisioning Of 70W Decorative Luminaire Made Of Spun Aluminium Body With Pressure Die-Cast Heat Management (Pdchm) And The Ip65 Optical Compartment With High Power Led/S Is Comprised Of A Deep Drawn Chemically Polished And Co-Extruded, Thermoformed Polycarbonate Protector Stabilized Agent Uv Rays Suitable For 70W Led. Fitting Should Be Suspended Mounting Type Fixture. System Wattage:70W Led, Protection Class:Ip65, Driver Integral: Constant Current, Input Voltage: 230-240 Vac, Frequency: 50-60Hz, Operating Voltage:120- 277Vac, Operating Temperature: 0Deg To +50Deg C, Single Phase Ac Supply. Led Lumens: @120Lm/W 8400Lm, Cri(Ra):80, Led Colour Temperature: 3000K, Life Span:59,000 Hours,, Physical Body: Die Cast Aluminium Base, Body Spun Aluminium, Diffuser: Convex Type Translucent / V Translucent Polycarbonate Glass, Mounting: Suitable For 48Mm Od Pipe, Finish: Powder Coated Black, Driver Power Factor:0.95, Thd:7.8%,Surge Protection: 4Kv, Efficiency:87%. Fitting Should Have Inbuilt Driver With Efficiency 0.9 And Having Surge Protection Device Of 4Kv And External Surge Protection Device Of 10Kv. Ip65 And Lm79-2019 Report To Be Provided. Make: Havells, Reytek, Suncity, La Luminie As Required As Directed By The Engineer In-Charge. , Supply ,Installation,Testing & Commisioning Of Architectural Designed Pole Of 3Mtr Height Post Top Pole Made Of Galvanised Iron Sections Of 114Mm & 60Mm Dia. This Architecturally Designed Pole Is Structurally Sound. Windspeed Considered Should Be As Per Is875:Part 3:1987 ,Material For Tubes Steel Of Grade Yst210.,Material For Base Plate Steel Of Grade E250 To Is2062; 2011. The Pole Will Be Provided With An Inbuilt Junction Box To Fix 16-32Amp Connectors & 6-16Amp Mcb Inside The Cut Window Of The Bottom Pipe The Inbuilt Box Should Have A Flush Door Of Suitable Size With Allenkey Locking On Bothside. The Decorative Pole Will Be Mounted On A Square Base Plate Of Size 200X200mm Having 10Mm Thickness. The Base Plate Shall Have 4 Hole Suitable For M16/450 Foundation Bolts . The Galvanized Zinc Coat Should Not Be Less Than 65+/ 10Microns. The Galvanised Pole Should Be Painted In 3Layer Coating (Coating Thickness Should Not Be Than 80Microns Minimum) In Which 1St Layer With Etch Primer, 2Nd Layer With Epoxy Zinc Primer & 3Rd Final Layer With Pu Paint With Overall 100 +/- 10 Microns. Make: Havells, Reytek, Suncity, La Luminie As Required As Directed By The Engineer In-Charge. , Supply ,Installation,Testing & Commisioning Of 45-50W Decorative Luminaire Made Of Spun Aluminium Body With Pressure Die-Cast Heat Management (Pdchm) And The Ip65 Optical Compartment With High Power Led/S Is Comprised Of Polished And Co-Extruded, Thermoformed Polycarbonate Protector Stabilized Agent Uv Rays Suitable For 40-45W Led. Fitting Shall Be Post Top Mounting Type Fixture. System Wattage: 40-45W Led, Protection Class:Ip65, Driver Integral: Constant Current, Input Voltage: 230-240 Vac, Frequency: 50-60Hz, Operating Voltage:120- 277Vac, Operating Temperature: 0Deg To +50Deg C, Single Phase Ac Supply, Led Lumens:6000Lm, Cri(Ra):80, Led Colour Temperature: 4000K, Life Span:60,000 Hours,, Physical Body: Die Cast Aluminium Base, Body Spun Aluminium, Diffuser: Convex Type Translucent / V Translucent Polycarbonate Glass, Mounting: Suitable For 48Mm Od Pipe, Finish: Powder Coated Black, Driver Power Factor:0.95, Thd:7.8%,Surge Protection: 4Kv, Efficiency:87%. Fitting Should Have Inbuilt Driver And Having Surge Protection Device Of 4Kv And External Surge Protection Device Of 10Kv . Lm79-2019 Report To Be Provided. Make: Havells, Reytek, Suncity, La Luminie As Required As Directed By The Engineer In-Charge. , Supplying And Erecting Of Concealed Type Step Light With 6W Led Lamp Die-Cast Aluminium Housing Having System Lumens Output Of Min. 500 Lumens, Min. Efficacy Of 100 Lumen/W, Cri80, Cct Upto 5000K, Beam Angle Of 110 Deg., Thd10%, Sdcm5, P.F. 0.95, Operating Range Of 230-270V, Surge Protection Of 2.5 Kv, Life Class Of 25,000 Hrs. At L70b50, Including Driver By Making Necessary Arrangement/Recess In Wall To Make It Flush With Surface ,Ip Rating : Ip 67 ,Ik10 Rated , Connecting Wire, Including Gear Box And Junction Box For Cable Connection Complete And Coated With Epoxy Zinc Phosphate Primer And Finished Using Environmentally Stable Polyurethane Based Paint .Make:- Havells,Reytek,Philips,Crompton,Leksa, La Luminaire, Wipro, Atilite, Nice. As Required As Directed By The Engineer In-Charge. , Supply ,Installation Of Tree Uplighter With Spike,9W Led Lamp Complete With Ip66, 24Vdc, Suitable Watts Driver / Power Supply (If Any), Connecting Wire,.Complete With All Accessories And Coated With Epoxy Zinc Phosphate Primer And Finished Using Environmentally Stable Polyurethane Based Paint .Make:- Havells,Reytek,Philips,Crompton,Leksa, La Luminaire, Wipro, Atilite, Nice. As Required As Directed By The Engineer In-Charge. , Supplying And Erecting Bulk Head Led Fitting Max. 10-12W With High Transitivity Diffuser With System Lumens Output Of Min. 1100 Lumens, Min. Efficacy Of 110 Lumen/W, Cri80, Cct Upto 6500K, Beam Angle Of 120 Deg., Thd0.95, Operating Range Of 140-260V, In Built Surge Protection Of 2.5 Kv, Life Class Of 50,000 Hrs At L70b50, Ip66, Ik09 Rated Including Driver Ip66, Ik09 Rated On Provided Pvc Block / Wooden Board With Accessories Complete. , Supply Of 3 Core Unarmoured Pvc/Xlpe Insulated, Pvc Sheathed Copper Conductor Cable Of 1.1 Kv Grade With Isi Mark Conforming To Is:1554(Part I) ,Is:7098(Part I) With Latest Amendments Of Following Size. 3 Core 2.5 Sq.Mm , Supply Of 3 Core Unarmoured Pvc/Xlpe Insulated, Pvc Sheathed Copper Conductor Cable Of 1.1 Kv Grade With Isi Mark Conforming To Is:1554(Part I) ,Is:7098(Part I) With Latest Amendments Of Following Size. 3 Core 4 Sq.Mm , Supply Of 3 Core Armoured Pvc/Xlpe Insulated, Pvc Sheathed Copper Conductor Cable Of 1.1 Kv Grade With Isi Mark Conforming To Is:1554(Part I) ,Is:7098(Part I) With Latest Amendments Of Following Size. 3 Core 4 Sq.Mm , Supply Of 4 Core Armoured Pvc/Xlpe Insulated, Pvc Sheathed Copper Conductor Cable Of 1.1 Kv Grade With Isi Mark Conforming To Is:1554(Part I) ,Is:7098(Part I) With Latest Amendments Of Following Size. 4 Core 4 Sq.Mm , Supply Of 3 1/2 Core Armoured Pvc/Xlpe Insulated, Pvc Sheathed Aluminium Conductor Cable Of 1.1 Kv Grade With Isi Mark Conforming To Is:1554(Part I) ,Is:7098(Part I) With Latest Amendments Of Following Size. 3 1/2 Core 35 Sq.Mm , Supply Of 3 Core Armoured Pvc/Xlpe Insulated, Pvc Sheathed Aluminium Conductor Cable Of 1.1 Kv Grade With Isi Mark Conforming To Is:1554(Part I) ,Is:7098(Part I) With Latest Amendments Of Following Size. 3 Core 16 Sq.Mm , Supply Of 4 Core Armoured Pvc/Xlpe Insulated, Pvc Sheathed Aluminium Conductor Cable Of 1.1 Kv Grade With Isi Mark Conforming To Is:1554(Part I) ,Is:7098(Part I) With Latest Amendments Of Following Size. 4 Core 16 Sq.Mm , Laying Of One Number Pvc Insulated And Pvc Sheathed/Xlpe Power Cable Of 1.1 Kv Grade Of Size Not Exceeding 25 Sq.Mm In The Existing Rcc/Hume/Stoneware Metal Pipe, Etc. Complete As Required , Laying Of One Number Pvc Insulated And Pvc Sheathed/Xlpe Power Cable Of 1.1 Kv Grade Of Size Not Exceeding 25 Sq.Mm Direct In Ground Including Excavation In The Form Of A Trench As Per Cable Trench Drawing Provided By The Engineer-Incharge,Sand Cushioning With Screened Sand Bed Of 20Mm Thick , Protective Covering With Bricks Placed Breadth-Wise On Top Of Cable All Over The Run( The Brick Protection Shall Cover The Cable And Project Atleast 5 Cms Over The Sides Of The Cable) And Backfilling The Excavated Earth Without Stones Or Hard Material And Making The Surface Proper With 15 Cm Crown On The Top Complete As Required. A) In Soily Strata , Laying Of One Number Pvc Insulated And Pvc Sheathed/Xlpe Power Cable Of 1.1 Kv Grade Of Size Exceeding 25 Sq.Mm But Not Exceeding 120 Sq.Mm Direct In Ground Including Excavation In The Form Of A Trench As Per Cable Trench Drawing Provided By The Engineer-Incharge,Sand Cushioning With Screened Sand Bed Of 20Mm Thick , Protective Covering With Bricks Placed Breadth-Wise On Top Of Cable All Over The Run( The Brick Protection Shall Cover The Cable And Project Atleast 5 Cms Over The Sides Of The Cable) And Backfilling The Excavated Earth Without Stones Or Hard Material And Making The Surface Proper With 15 Cm Crown On The Top Complete As Required. (A) In Soily Strata , Laying Of One Number Additional Pvc Insulated And Pvc Sheathed/Xlpe Power Cable Of 1.1 Kv Grade Of Size Not Exceeding 25 Sq.Mm Direct In Ground In The Same Trench In One Tier Horizontal Formation Including Excavation In The Form Of A Trench As Per Cable Trench Drawing Provided By The Engineer-Incharge,Sand Cushioning With Screened Sand Bed Of 20Mm Thick , Protective Covering With Bricks Placed Breadth-Wise On Top Of Cable All Over The Run( The Brick Protection Shall Cover The Cable And Project Atleast 5 Cms Over The Sides Of The Cable) And Backfilling The Excavated Earth Without Stones Or Hard Material And Making The Surface Proper With 15 Cm Crown On The Top Complete As Required. A) In Soily Strata , Laying Of One Number Pvc Insulated And Pvc Sheathed/Xlpe Power Cable Of 1.1 Kv Grade Of Size Not Exceeding 25 Sq.Mm On Surface, Etc. Complete As Required , Construction Of Manhole Rectangular In Shape Including Cement Concrete 1:3:6 (1 Cement:3 Coarse Sand:6 Graded Stone Aggregate 20Mm Nominal Size) Foundation Thickness Of Concrete 20Cms And Offset 10Cms On Both Sides And First Class Brick Work With Bricks Class Designation 100Kg/Sq.Cm (Wire Cut Bricks) Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) 23Cms Thick Including Providing & Fixing Ci Footrests Confirming To Is 5445/69 Or Revised And Whose Weight Shall Not Be Less Than 5.30Kgs Including Fixing In Man-Hole At 30Cm C / C In 20X 20X10cm Cement Concrete Block 1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20Mm Nominal Size) And 12Mm Thick Plaster Inside And Outside With Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) Including Adding Waterproofing Compound Of Approved Brand In Cement Mortar With A Floating Coat Of Neat Cement And Making Channel In Cement Concrete 1:2:4 (1 Cement :2 Coarse Sand : 4 Graded Stone Aggregate 20M Nominal Size) Neatly Finished Complete As Per Standard Design. Iii) Inside Size 0.60X0.60M And 0.60M Deep (With Medium Duty Di Manhole Cover & Frame Of Size 0.60X 0.60M Weighing 90Kgs ) Including Fixing With Cement Concrete 1:2:4 ( 1 Cement :2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size And Applying The Frame & Cover With Coal Tar.(Refer Quantity In Drawings) , Providing At Store Or Site Work Non-Pressure Reinforced Cement Concrete Pipes Of With Collar Joints Conforming To Is:458-2003 Revised As Per Amendment No.11 , Including Freight, Carting, Loading, Unloading, Stacking Etc. Complete. C) 150 Mm Dia.Np2 Class , Supplying And Making Cable End Terminations With Brass Compression Gland And Copper Lugs For Folowing Sizes Of 3 Core Pvc Insulated Pvc Sheathed/Xlpe Aluminium Conductor Cable Of 1.1 Kv Grade, Complete As Required. 3 X 1.5/2.5 Sq. Mm. , Supplying And Making Cable End Terminations With Brass Compression Gland And Copper Lugs For Folowing Sizes Of 3 Core Pvc Insulated Pvc Sheathed/Xlpe Aluminium Conductor Cable Of 1.1 Kv Grade, Complete As Required. 3 X 4 Sq. Mm. , Supplying And Making Cable End Terminations With Brass Compression Gland And Copper Lugs For Folowing Sizes Of 4 Core Pvc Insulated Pvc Sheathed/Xlpe Aluminium Conductor Cable Of 1.1 Kv Grade, Complete As Required. 4 X 4 Sq. Mm. , Supplying And Making Cable End Terminations With Brass Compression Gland And Aluminium Lugs For Folowing Sizes Of 3 1/2 Core Pvc Insulated Pvc Sheathed/Xlpe Aluminium Conductor Cable Of 1.1 Kv Grade, Complete As Required. 3 1/2 X 35 Sq. Mm. , Supplying And Making Cable End Terminations With Brass Compression Gland And Aluminium Lugs For Folowing Sizes Of 3 Core Pvc Insulated Pvc Sheathed/Xlpe Aluminium Conductor Cable Of 1.1 Kv Grade, Complete As Required. 3 X 16 Sq. Mm. , Supplying And Making Cable End Terminations With Brass Compression Gland And Aluminium Lugs For Folowing Sizes Of 4 Core Pvc Insulated Pvc Sheathed/Xlpe Aluminium Conductor Cable Of 1.1 Kv Grade, Complete As Required. 4 X 16 Sq. Mm. , Supply Installation, Testing And Commissioning Of Following All Outdoor Feeder Pillar-1/Panels Comprising Below Points. 1)-Panels Shall Be Fabricated Out Of 16/14 Swg Crca Sheet Steel, With Necessory Structural Supports In Form Of Structural Steel Sections. 2)-Floor Mounted (Include Stand), Ip-55 Degree Protection, Bottom Or Top Bus Duct Or Cable Entry As Per The Case & Bottom Cable Exit Steel, 2Mm Frame, 1.6 Mm Compartments & Tank Process Treated & 2- Times Epoxy Painted. 3)-Proper Gland Size Holes To Be Provided By The Manufacturer With Proper Sticker And Danger Sign On All Sides Of Panel. 4)-Current Density- 1.2 Ampere/1 Sq.Mm (Is-8623 For Factory Built Assembly). 5)- Earthing Terminal At Both End. 6)-Paint-- Exterior Enclosure Tank Process Treated & 1 Coat Of Epoxy Painted And 2 Coat Of Siemens Grey As Per Shade Ral7032 With Pu Paint For Exterior And Black For Base Frame , Everywhere Maintaining Micron Upto 75. 7)All Starters Are According To Type-Ii Cordination .8)Any Other Related Details As Per Engineer Incharge. Refer Single Line Diagram. Note : Excluding Stabiliser & Energy Meter Cost.Main Incomer - 25 To 100 A Tpn Mccb,Thermal Magnetic ,25Ka -2 Nos.4 Pole Power Contactor 16A To 25 A ,415V -2 Nos.Programmable Digital Almanac Astro Timer Switch With 10 Hrs Battery Backup -2 Nos. Outgoing - 6 A To 32 A, C Series Sp Mcb , 10 Ka-18 Nos. 6 A To 32 A, C Series Tp Mcb , 10 Ka -6 Nos.And Miscellaneous Items, Wire,Selector Switch , Cable Terminal Blocks Etc. Space Provision Only For 3 Phase Meter(300 X 400 ,Lxh) And Stabiliser . , Supply, Installation, Testing And Commissioning Of Electronic Type Three Phase Energy Meter (Kwh), 4 Wire, Isi Marked, In Polycarbonate Or Sgheet Steel Body ( Base Mounting Type) With Counter Display/Lcd Display, With Elt, In Class 1.0, 50 Hz, 240 V. Ac Duly Tested By Mrt Along With Test Certificates, Complete As Required Of Following Capacity Of Make L & T Only. (C) 50 To 100 A , Supply Of 3 Kva 3 Nos. Voltage Stabilizer ,Input Voltage Range (V ) =90-300 V ,Output Voltage (V ) =240 V ,Output Voltage Regulation = 1% Of Nominal Output Voltage,Automatics High & Low Voltage Cut Off Input And Out Put Voltage Circuit Protections, Single Phasing Preventer/Phase Reversal Protection,Over Load & Short Circuit Protection(Use Mcb),Independent Phase Control,Lcd /Led Display For Regulations Mode ,Bypass Mode & Fault Conditions,Automatic Bypass: A Fault Conditions,Protection Class : Ip 20 ,Ambient Temperature : 0 To 45 Degree Celsius ,Wave Form Distortion: Pure Sine Wave. , Supplying And Fixing Following Way Spn Sheet Steel Mcb Distribution Board Consumer Unit 240 V On Surface/ Recess Complete With Tinned Copper Busbar Neutral Busbar Earth Bar Dinnbar Hinged Front Acrylic Cover For The Mcb Knobs Detachable Gland Plate Interconnections Phosphotized And Powder Painted Including Earthing Etc. As Required ( But Without Mcb/Rccb/Isolator) (B) 2 + 8 Way Cat A , Supplying And Fixing 6 A To 32 A, C Series Mcb Suitable For Lighting And Other Loads Of Following Poles In The Existing Mcb Db Complete With Connections Testing And Commissioning Etc As Required. A) Sp, Cat A , Supplying And Fixing 6 A To 32 A, C Series Mcb Suitable For Lighting And Other Loads Of Following Poles In The Existing Mcb Db Complete With Connections Testing And Commissioning Etc As Required. B) Dp, Cat A , Supplying And Fixing Following Rating Double Pole (Single Pole And Neutral) 240 V Rccb Having A Sensitivity Current Upto 300Ma In The Existing Mcb Db Complete With Connections Testing And Commissioning Etc As Required (A) 25 A, Cat A , Supplying And Fixing Following Way Tpn Sheet Steel, Double Door, Horizontal Type Mcb Distribution Board 415 V On Surface/ Recess Complete With Tinned Copper Busbar Neutral Busbar Earth Bar Dinnbar Detachable Gland Plate Interconnections Phosphotized And Powder Painted Including Earthing Etc. As Required ( But Without Mcb/Rccb/Isolator)(C) 6 Way (8+18), Double Door, Horizontal Type Cat A , Supplying And Fixing 6 A To 32 A, C Series Mcb Suitable For Lighting And Other Loads Of Following Poles In The Existing Mcb Db Complete With Connections Testing And Commissioning Etc As Required.(E) Tpn, Cat A , Supplying And Fixing Following Rating Four Pole (Triple Pole And Neutral) 415 V Rccb Having A Sensitivity Current Upto 300Ma In The Existing Mcb Db Complete With Connections Testing And Commissioning Etc As Required (A) 25 A, Cat A , Supplying And Fixing Sp Blanking Plate In The Existing Mcb Db Complete As Required. , Supply , Installation , Testing And Commissioning Of Cable Junction Boxes Ip 66/67 Weather Proof(Size -155 X 210 X 92 (Lxbxh)Mm + Cable Termination Upto 16 Sqmm Size.), For Outdoor Installation(With Knockouts For Cable Entry) With All Accessories. Make: Hensel ,Neptune As Required As Directed By The Engineer In-Charge , Isolator 2 Pole 40A, Cat A , Earthing With Gi Earth Pipe 2 Mts Long 40 Mm Dia Medium Class With Isi Mark, Of Approved Brands Including Accessories And Providing Masonry Enclosure With Ci/Rcc Cover Having Locking /Lifting Arrangement And Watering Pipe Etc. (But Without Charcoal Or Coke And Salt) As Required As Per The Earthing Drawing Provided By The Engineer-Incharge.The Scope Of Work Includes The Following: A) Excavation Of Pit Of Size Not Less Than 1.0X1.0X 2.0 Mtrs(Min) And Disposal Of Excavated Soil. B) Class B Gi Pipe, 40Mm Diameter As Per Specifications. C) Charcoal/Salt As Per Specs ( Paid Seperately). D) Refilling The Pit Of Size Not Less Than 1.0X1.0X 2.0 Mtrs(Min) With Soft Black Soil Of Minimum Resistivity I/C Transportation. E)Masonary Chamber With Proper Foundation, Cover Plate And Locking Arrangement. F) Testing Of Earth Value With Earth Megger And Certifications Of Its Value. Aluminium Tag With Embossed Earthing Value To Be Attached To The Pipe . G)Watering Arrangement(Plumbing Will Be Paid Seperately). (B) In Rocky Strata , Earthing With Gi Earth Plate 600 Mm X 600 Mm X 6 Mm Thick Including Accessories And Providing Masonry Enclosure With Ci/Rcc Cover Having Locking/Lifting Arrangement And Watering Pipe Etc. (But Without Charcoal Or Coke And Salt) As Required As Per The Earthing Drawing Provided By The Engineer-Incharge.The Scope Of Work Includes The Following: A) Excavation Of Pit Of Size 1.0X1.0X 3.0 Mtrs(Min) And Disposal Of Excavated Soil. C)Watering Gi Pipe, 20Mm, Class B, With Funnel As Per Specs. D) Charcoal/Salt As Per Specs ( Paid Seperately). E) Refilling The Pit Of Size 1.0X1.0X 3.0 Mtrs(Min) With Soft Black Agriculture Soil Of Minimum Resistivity I/C Transportation. E)Masonary Chamber With Proper Foundation, Cover Plate And Locking Arrangement. F) Testing Of Earth Value With Earth Megger And Certifications Of Its Value. Aluminium Tag With Embossed Earthing Value To Be Attached To The Pipe.G)Watering Arrangement(Plumbing Will Be Paid Seperately). B)In Rocky Strata , Extra For Using Salt And Charcoal For Pipe Earth Electrode As Required( 65 Kgs Of Charcoal And 5 Kgs Of Salt). , Extra For Using Salt And Charcoal For Gi Or Copper Plate Earth Electrode As Required( 96 Kgs Of Charcoal And 5 Kgs Of Salt) , Supplying And Laying 25 Mm X 6 Mm Gi Strip At 0.5 M Below Ground As Strip Earth Electrode Including Soldering Etc. As Required , Providing And Fixing 25 Mm X 5 Mm Gi Strip On Surface Or In Recess For Coneections Etc. As Required , Supplying And Laying 6 Swg Gi Wire At 0.5 M Below Ground Level For Conductor Earth Electrode Including Soldering Etc. As Required , Wiring For Light Point/ Fan Point/ Exhaust Fan Point/ Call Bell Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Recessed Pvc Conduit(Heavy) With Modular Switch, Modular Plates, Suitable Size Modular Gi Box Of Specified Category And Earthing The Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable Etc. As Required. A) Group B -- With Cat A Modular Accessories , Wiring For Group Controlled Light Point/ Fan Point/ Exhaust Fan Point/ Call Bell Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable (With)In Recessed Pvc Conduit(Heavy) And Earthing The Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable Etc. As Required. , Wiring For Circuit/ Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor Single Core Cable In The (With) Independent Recessed Pvc Conduit(Heavy) Of Appropriate Size As Required. B) 2 X 2.5 Sq.Mm + 1 X 2.5 Sq.Mm Earthwire (20Mm Conduit) , Wiring For Circuit/ Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor Single Core Cable In The (With) Independent Recessed Pvc Conduit(Heavy) Of Appropriate Size As Required. (C) 2 X 4 Sq.Mm + 1 X 4 Sq.Mm Earthwire (20Mm Conduit) , Supplying And Fixing Of Following Sizes Of Rigid Pvc Conduit Alongwith Accessories In Surface(Medium)/Recess(Heavy) Including Cutting The Wall And Making Good The Same In Case Of Recessed Conduit As Required. B) 25 Mm , Supplying And Fixing Of Following Sizes Of Rigid Pvc Conduit Alongwith Accessories In Surface(Medium)/Recess(Heavy) Including Cutting The Wall And Making Good The Same In Case Of Recessed Conduit As Required. (C) 32 Mm , Supplying And Fixing Following Modular Switch/ Socket On The Existing Modular Plate And Switch Box Including Connections But Excluding Modular Plate Etc. As Required (A) 5/6 A Switch Cat A , Supplying And Fixing Following Modular Switch/ Socket On The Existing Modular Plate And Switch Box Including Connections But Excluding Modular Plate Etc. As Required (D) 3 Pin 5/6 A Socket Outlet Cat A , Supplying And Fixing Following Modular Switch/ Socket On The Existing Modular Plate And Switch Box Including Connections But Excluding Modular Plate Etc. As Required B) 15/16 A Switch Cat A , Supplying And Fixing Following Modular Switch/ Socket On The Existing Modular Plate And Switch Box Including Connections But Excluding Modular Plate Etc. As Required D) 6 Pin 15/16 A Socket Outlet Cat A , Supplying And Fixing Modular Blanking Plate On The Existing Modular Plate Switch Box Excluding Modular Plate Etc. As Required A) Cat A , Supplying And Fixing Following Size Modular Gi Box Alongwith Modular Base And Cover Plate For Modulator Switches In Recess Etc. As Required (A) 1 Or 2 Module ( 75 Mm X 75 Mm) Cat A , Supplying And Fixing Following Size Modular Gi Box Alongwith Modular Base And Cover Plate For Modulator Switches In Recess Etc. As Required B) 4 Module ( 125 Mm X 7 Mm) Cat A , Supplying And Fixing Following Size Modular Gi Box Alongwith Modular Base And Cover Plate For Modulator Switches In Recess Etc. As Required (C) 6 Module (200Mm X 75 Mm) Cat A , Supplying & Erecting Of Led 9 To 10W Tube Light Fitting (2 Feet) With Pc Housing, Heat Sink, Integrated Hf Electronic Driver Complete. Make: Philips, Reytek, Leska, Crompton, Wipro, Havells As Required As Directed By The Engineer In-Charge , Supplying & Erecting Of Led 20W Tube Light Fitting (4 Feet) With Aluminium Housing, Heat Sink, Integrated Hf Electronic Driver Complete.(Includes Suspension Accessories). Make: Philips, Reytek, Leska, Crompton, Wipro, Havells As Required As Directed By The Engineer In-Charge , Supplying & Erecting Of Ip 20 Led 40W Tube Light Fitting (4 Feet) With Aluminium Housing, Heat Sink, Integrated Hf Electronic Driver Complete.(Includes Suspension Accessories). Make: Philips, Reytek, Leska, Crompton, Wipro, Havells As Required As Directed By The Engineer In-Charge , Supplying & Erecting Of Ip 66 Led 20W Tube Light Fitting (4 Feet) With Aluminium Housing, Heat Sink, Integrated Hf Electronic Driver Complete.(Includes Suspension Accessories). Make: Philips, Reytek, Leska, Crompton, Wipro, Havells As Required As Directed By The Engineer In-Charge , Supplying And Erecting Outdoor Type/Ip65 12W Ceiling-Mounted Led Downlight Having Extruded And Die Cast Aluminium Housing With High Corrosion Resistance Surface Finish With Integral Control Gear And Beam Angles - Narrow, Medium, Wide ,Complete With All Required Accessories .Make: Philips, Reytek, Leska, Crompton, Wipro, Havells As Required As Directed By The Engineer In-Charge , Supply And Erecting Of 12 Inch (300 Mm Sweep) Exhaust Fan With Double Ball Bearings, 1400 Rpm, Complete With All Accessories. (A) Cat A , Supply And Erecting Of 48 Inch ( 1200Mm Sweep) Ceiling Fan, Double Ball Bearing Type, , Complete With All Accessories. (B) Cat B , Supply And Erecting Fan Hook Box ( 100 Mm Diameter Or Equivalent Square Size, 75Mm Deep) Fabricated Out Of 16 Swg Sheet Steel With 10 M Round Bar Hook Bounded To Reinforced Cement Concrete Steel Upto 50 Mm Length Protruding On Each Side Of The Box, Including Painting With 2 Coats Of Red Oxide, Complete As Required. , Supplying And Fixing Stepped Type Electronic Fan Regulator On The Existing Modular Plate Switch Box Including Connections But Excluding Modular Plate Etc. As Required (A) Cat A , Gi Pipe Medium Class 25 Mm (Civil Gsr 1034 (F)(Iii)) , Supply Of 2Kva ,1Ph In - 1Ph Out True Online Ups System In Standalone Configuration With Advance Dsp Based Technology Double Conversion Igbt Rectifier And Igbt Based Inverter Ups System With Cabinet And Smf Battery Backup For 60 Mins. Using 12V Batteries Including Battery Protection M.S Rack Suitable Dimension, Standard Rating Cable For Interlinks Cable And D.C Cable Up To Standard Length In Mtrs From Ups To Batteries Including Labour Charges For Installation Testing And Commission And Carrying Charges.(With Out Isolation Transformer)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Goa View Result →
31.
Public Administrative Department #11262965 AOC
Cleaning Of Ugd Pipelines And Manholes With Air Tech Machine At Various Places In Jalpally Municipality Under Municipal General Funds 2020-21.
Contract Date: Ref. Documents Contract Value : ₹ 2.60 Lakh
Local Bodies No of Bidders 1
Telangana View Result →
32.
Water Resources and Irrigation #11220406 Price Bid
Tender for Excavation In Dumped Stones Or Malba Including Stacking Of Serviceable And Unserviceable Material Separately And Disposal Of Unserviceable Material, Lead Up To 50 M And Lift Up To 1.5 M, Disposed Material To Be Neatly Dressed. , Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) / Manual Means In Foundation Trenches Or Drains (Not Exceeding 1.5 M In Width Or 10 Sqm On Plan), Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M. All Kinds Of Soil. , Supplying Of Good Earth In Rough Excavation, Banking Excavated Earth In Layers Not Exceeding 20 Cm In Depth, Breaking Clods, Watering, Rolling Each Layer With ½ Tonne Roller, Or Wooden Or Steel Rammers, And Rolling Every 3Rd And Top-Most Layer With Power Roller Of Minimum 8 Tonnes And Dressing Up, In Embankments For Roads, Flood Banks, Marginal Banks, And Guide Banks For Filling Up Ground Depresssion Lead Upto 15 Km And Lift Upto 1.50 M. , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level : 1:4:8 (1 Cement : 4 Coarse Sand (Zone-Iii) : 8 Graded Stone Aggregate 40 Mm Nominal Size) , 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) , 15 Mm Cement Plaster On Rough Side Of Single Or Half Brick Wall Finished With A Floating Coat Of Neat Cement Of Mix :1:4 (1 Cement: 4 Fine Sand) , Providing And Laying Class Sn-8 Dwc Structed Wall Polyethylene Piping System (Pipe With Online/Offline Coupler And Elastomeric Sealing Ring) With Non Smooth External Annular Corrugated And Smooth Internal Surface (Double Wall) For Non Pressure Underground Sewerage And Drainage Application As Conforming To Is 16098 (Part-Ii): 2013, This Includes Jointing Of Pipes & Fittings With Solvent Cement,Thermostat Sealing, & Testing Of Joints Complete As Per Direction Of Engineer-In-Charge. 600 Mm Nominal Inner Dia Pipes , Constructing Brick Masonry Road Gully Chamber 45X45x77.5 Cm With Bricks In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand ) With Precast Reinforced Cement Concrete Vertical Grating Complete As Per Standard Design : With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 , Constructing Brick Masonry Circular Manhole 1.22 M Internal Dia At Bottom And 0.56 M Dia At Top In Cement Mortar 1:4 (1 Cement :4 Coarse Sand) Inside Cement Plaster 12 Mm Thick With Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) Finished With A Floating Coat Of Neat Cement Foundation Concrete 1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 40 Mm Nominal Size) And Making Necessary Channel In Cement Concrete 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size) Finished With A Floating Coat Of Neat Cement, All Complete As Per Standard Design : 1.68 M Deep With Steel Fibre Reinforced Concrete Cover And Frame (Heavy Duty Hd-20 Grade Designation) 560 Mm Internal Diameter Conforming To I.S. 12592, Total Weight Of Cover And Frame To Be Not Less Than 182 Kg. Fixed In Cement Concrete 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size) Including Centering, Shuttering All Complete. (Excavation, Foot Rests And 12 Mm Thick Cement Plaster At The External Surface Shall Be Paid For Separately) : With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5. , Providing And Laying Non-Pressure Np4 Class (Heavy Duty) Reinforced Cement Concrete Pipes Including Collars / Spigot Jointed With Stiff Mixture Of Cement Mortar In The Proportion Of 1:2 (1 Cement : 2 Fine Sand) Including Testing Of Joints Etc. Complete : 1000 Mm Dia. Reinforced Cement Concrete Pipes (Laying By Manual/Mechanical Means). , Providing And Laying Non-Pressure Np2 Class (Light Duty) Reinforced Cement Concrete Pipes With Collars Jointed With Stiff Mixture Of Cement Mortar In The Proportion Of 1:2 (1 Cement : 2 Fine Sand) Including Testing Of Joints Etc. Complete :300 Mm Dia. Reinforced Cement Concrete Pipe , 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 : 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size) , Providing And Laying In Position Ready Mixed Plain Cement Concrete, With Cement Content As Per Approved Design Mix And Manufactured In Fully Automatic Batching Plant And Transported To Site Of Work In Transit Mixer For All Leads, Having Continuous Agitated Mixer, Manufactured As Per Mix Design Of Specified Grade For Plain Cement Concrete Work, Including Pumping Of R.M.C. From Transit Mixer To Site Of Laying And Curing, Xcluding The Cost Of Centering, Shuttering And Finishing, Including Cost Of Curing, Admixtures In Recommended Proportions As Per Is : 9103 To Accelerate/Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability As Per Direction Of The Engineer-In-Charge. Note : Excess/Less Cement Used Than Specified In This Item Is Payable/ Recoverable Separately M-10 Grade Plain Cement Concrete (Cement Content Considered @ 220 Kg/Cum) , Centering And Shuttering Including Strutting,Propping Etc.And Removal Of Form For:Foundations,Footings,Bases Of Columns,Etc.Formass Concrete , Centering And Shuttering Including Strutting,Propping Etc.And Removal Of Form For: Walls(Anythickness) Including Attached Pilasters,Butteresses, Plinth And String Courses Etc. , Centering And Shuttering Including Strutting,Propping Etc.And Removal Of Form For:Suspended Floors,Roofs,Landings,Balconies And Access Platform. , Providing And Laying In Position Machine Batched And Machine Mixed Design Mix M-25 Grade Cement Concrete For Reinforced Cement Concrete Work, Using Cement Content As Per Approved Design Mix, Including Pumping Of Concrete To Site Of Laying But Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement, Including Admixtures In Recommended Proportions As Per Is: 9103 To Accelerate, Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability As Per Direction Of Engineer-In-Charge.(Note :- Cement Content Considered In This Item Is @ 330 Kg/Cum.Excess/ Less Cement Used As Per Design Mix Is Payable/Recoverable Separately).All Works Upto Plinth Level , Steel Reinforcement For R.C.C.Work Including Straightening,Cutting, Bending,Placing In Position And Bind In Gall Complete Upto Plinth Level. Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More. , Cement Concrete Flooring 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate)Finished With A Floating Coat Of Neat Cement,Including Cementslurry,But Excluding The Cost Of Nosingofsteps Etc.Complete. 40Mm Thick With 20Mm Nominal Size Stone Aggregate. , Providing And Placing In Position 100 Mm Thick Factory Made Machine Batched & Machine Mixed Precast Reinforced Cement Concrete Rectangular Covers On Drains Of Footpath Of Various Sizes, Of M-25 Grade Cement Concrete For Reinforced Cement Concrete Work, Including Cost Of Centering, Shuttering, Reinforcement Of 8 Mm Dia Tmt Bars Of Fe 500 Grade @ Maximum 100Mm C/C On Both Ways , Neat Cement Punning On Finished Surface, Properly Encased On All Edges With 1.6 Mm Thick , 100 Mm Wide Ms Sheet Duly Painted Over Priming Coat , Reinforcement To Be Welded At Edges With Ms Sheet And Providing 2 Nos. 12 Mm Dia Bar For Hooks Etc I/C Cost Of Cartage, All Leads & Lift, Handling At Site Etc. All Complete As Per Direction Of Engineer-In-Charge. , Providing And Laying Rmc Of M-30 Grade By Using Minimum 400 Kg. Of Cement (43 Grade Opc) Per Cum Of Concrete In Roads/Streets Manufactured In Automatic Rmc Plant Using Coarse Sand And Graded Stone Aggregate Of 20 Mm Nominal Size In Appropriate Proportion As Per Approved Design Criteria Including Transportation To Site In Transit Mixer, Including Cost Of Concrete To Improve Workability Wit Out Impairing Strength And Durability As Per Specification Including Spreading And Compacting Mechanically By Using Needle And Surface Vibrators, Leveling To Required Slops And Camber, Finishing By Contractor/ Expansion, Construction Of Cross/ Longitudinal Joints With Approved Joints Filler And Sealants, Etc. Complete As Per Direction Of Engineer-In-Charge(Cost Of Joint Filler & Sealants Shall Be Paid For Separately Under Relevant Item). Note: Cement Content Considered In M-30 Is @400 Kg/Cum. Rc Using Minimum Cement @400 Kg/Cum. Cement Concrete Manufactured In Automatic Batching Plant (Rc Plant) Including Transportation To Site In Transit Mixer. , 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 Ofsurplus Earthwith Lead Upto 50 Metres. , Supplying And Stacking At Site. 90 Mm To 45 Mm Size Stone Aggregate , Supplying And Stacking At Site.63 Mm To 45 Mm Size Stone Aggregate , Supplying And Stacking At Site.53 Mm To 22.4 Mm Size Stone Aggregate , Supplying And Stacking At Site.Moorum , Supplying And Stacking At Site. Stone Screening 13.2 Mm Nominal Size (Typea) , Supplying And Stacking At Site.Stone Screening 11.2 Mm Nominal Size (Type B) , Laying, Spreading And Compacting Stone Aggregate Of Specified Sizes To Wbm Specifications In Uniform Thickness, Hand Picking, Rolling With 3 Wheeled Road/Vibratory Roller 8-10 Tonne Capacity In Stages To Proper Grade And Camber, Applying And Brooming Requisite Type Of Screening /Binding Material To Fill Up Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density . , Providing And Applying Tack Coat Using Hot Straight Run Bitumen Of Grade Vg - 10, Including Heating The Bitumen, Spraying The Bitumen With Mechanically Operated Spray Unit Fitted On Bitumen Boiler, Cleaning And Preparing The Existing Road Surface As Per Specifications : On W.B.M. @ 0.75 Kg / Sqm , Providing And Laying Bituminous Macadam Using Crushed Stone Aggregates Of Specified Grading Premixed With Bituminous Binder, Transported To Site By Tippers, Laid Over A Previously Prepared Surface With Paver Finisher Equiped With Electronic Sensor To The Required Grade, Level And Alignment And Rolling With Smooth Wheeled, Vibratory And Tandem Rollers As Per Specifications To Achieve The Desired Compaction And Density, Complete As Per Specificatons And Directions Of Engineer-In-Charge. 50 To 100 Mm Average Compacted Thickness With Bitumen Of Grade Vg-30 @ 3.50% (Percentage By Weight Of Total Mix) Prepared In Batch Type Hot Mix Plant Of 100-120 Tph Capacity. , Providing And Applying Tack Coat Using Hot Straight Run Bitumen Of Grade Vg - 10, Including Heating The Bitumen, Spraying The Bitumen With Mechanically Operated Spray Unit Fitted On Bitumen Boiler, Cleaning And Preparing The Existing Road Surface As Per Specifications :On Bituminous Surface @ 0.50 Kg / Sqm , Providing And Laying Bituminous Concrete Using Crushed Stone Aggregates Of Specified Grading, Premixed With Bituminous Binder And Filler, Transporting The Hot Mix To Work Site By Tippers, Laying With Paver Finisher Equiped With Electronic Sensor To The Required Grade, Level And Alignment And Rolling With Smooth Wheeled, Vibratory And Tandem Rollers To Achieve The Desiredcompaction And Density As Per Specification, Complete And As Per Directions Of Engineer-In-Charge. 40/50 Mm Compacted Thickness With Bitumen Of Grade Vg-30 @ 5.5% (Percentage By Weight Of Total Mix) And Lime Filler @ 3% (Percentage By Weight Of Aggregate) Prepared In Batch Type Hot Mix Plant Of 100-120 Tph Capacity. , 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 Andwatering, Lead Up To 50 And For All Lift. , 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.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
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33.
Defence #11219952 AOC
Tender For (Schedule-A Part-I B/R Works) Taking Down Chowkats Or Frames With Shutters (Without Taking Off Shutters From The Frames) Not Exc 1.50 Sqm Each And Removing From Site Complete All As Specified And Directed. , Taking Down Chowkats Or Frames With Shutters (Without Taking Off Shutters From The Frames) Exc 1.50 Sqm Eachand N Exc 4 Sqm And Removing From Site Complete All As Specified And Directed. , Taking Down Shutter Of Any Description Area Exc. 1 Sqm And N.Exc. 2 Sqm And Removing From Site Complete All As Specified And Directed. , Demolition Of Brick Work Built In Cement Mortar Including All Quions, Arches, Pillars Etc But Excluding Ashlar Facings Dressed Stone Work And Precast Concrete Articles Complete All As Specified And Directed. , Demolition Of Cement Concrete (Unreinforced) Of Any Description And Any Position Not Other Wise Specifically Provided Complete All As Specified And Directed. , Demolition Of Cement Concrete (Reinforced) Of Any Description And Any Position Not Other Wise Specifically Provided Reinforcement Cut As Required To Facilitate Demoltion Complete All As Specified And Directed. , Taking Down Cement Plaster On Brick Or Stone Wall Etc Including Racking Out Joints, Hacking For Key Scrubbing Down With Water Etc To Receive New Plaster Etc. Complete All As Specified And Directed. , S&F Pressed Steel Frames Of Size 125 Mm X 60 Mm For Doors With One Or More Rebates Including Necessary Fixing Lugs, Hinges, Lock Strike Plate, Etc. Complete All As Specified And Directed. , S&F Pressed Steel Frames Of Size 105 Mm X 60 Mm For Doors With One Or More Rebates Including Necessary Fixing Lugs, Hinges, Lock Strike Plate, Etc Complete All As Specified And Directed. , S & F For 35 Mm Thick Factory Made, 2Nd Class Hard Wood Glazed And Skeleton Shutters Open Rebeated And Prepared To Received Glass, Gauzed, With Out Sash Bar Edges Of Framing Plain, Chamfered Or Rounded, Fitted With Cut And Mitered Beads For Securing Glass Etc, Size Of Member Of Shutter As Per Specified In Ssr Part-I Section 8, Clause 8.24 (A) And For Door And Fixed With Chowkats, Chemically Pressure Treated Complete All As Specified And As Directed. , S&F For 35Mm Thick 2Nd Class Hard Wood Plain, Framed Pannelled Shutters (Two Panel) With Lock Rail And Panel Of 9Mm Bwp Commercial Ply Or 12Mm Veneered Particle Board Wiyh Commercial Veneering On Both Faces. The Size Of Rail And Stile As Per (Is : 1003 Part-I , Kiln Seasoned And Chemically Pressure Treated Complete All As Specified And As Directed. , S&F Box Type Steel Window Side Hung Double Shutters With Provision For Desert Cooler/Ac(Inside For Wire Mesh & Out Side For Glass), Including Guard Bar,Hinges, Steel Handle, Tower Bolt And Steel Peg Stay Complete With Glazing Bar Dovetailed Or Welded And Fixed, Steel Window Shall Be Conforming To Relevant Is Complete All As Shown On Drawing No Ceuz/Td/1302/09, Sh 1/3 To 3/3 And Directed. Complete All As Specified And Directed. Note:- Wire Mesh And Sheet Glass Shall Be Measured And Paid Separately , S&F Steel Ventilators Top Hung Double Shutters (Inside For Wire Mesh & Out Side For Glass), Including Hinges, Steel Handle, Tower Bolt And Steel Peg Stay Complete With Glazing Bar Dovetailed Or Welded Including A Coat Of Red Oxide After Preparation Of Surface Before Fixing.Steel Window Shall Be Conforming To Relevant Is All As Specified. Note:- Wire Mesh And Sheet Glass Shall Be Measured And Paid Separately , S&F For Sheet Glass Palin/Coloured (As Per Directed By Engr-In-Charge) 3Mm / 5 Mm Thick Best Quality And Glazing With Rubber Packing, Screws Or Glass Putty In Squares Exc 0.5 Sqm Each Pane Complete All As Specified And Directed. , S & F For Stainless Steel Wire Cloth Of 0.36Mm Dia Wire And Average Width Of Aperture 1.40Mm & Fixed With Tacks Or Screws, Wire Staples, Etc Complete All As Specified And Directed. , S&F Factory Made Solid Pvc Door Frame Of Size 50 Mm X 47 Mm Made Out Of 5 Mm Wooden Grain Printed Pvc Sheet & Edges Will Be Painted To Match With Printed Sheet Reinforced With M.S. Square Tube, Suppling & Fixing In Opening As Per Specification & Drawingreinforced Complete All As Specified And Directed. , S&F Factory Made Solid Panel Pvc Door Shutter 30 Mm Thick (Style) Consisting Of Frame Made Out Of Ms Tubes For Top & Bottom Rails. Ms Frame Shall Be Covered With Heat Moulded Wood Grain Printed Pvc Sheet 5Mm Thick X15Mm Wide Pvc Sheet Beading Used Inside Stiles And Rails And Decorative Pvc Beading Of 10Mm X 10Mm (900 ) Used Instead Of Exposed Portion Of Pvc Sheet Beading Pvc ‘C Channel Having A Pvc Sheet Strip Of 20 Mm Width Stuck Inside With Solvent Cement For Stiles And Plain Colour Pvc Sheets For Top Rail, Lock Rail & Bottom Rail On Either Side & As Gap Insert For Top Rail & Bottom Rail. Panelling Of Plain Colour Pvc Sheet To Be Fitted In The Ms Frame Welded/Sealed To The Stiles & Rails With Suitable Pvc Sheet Beading, And Joined Together With Solvent Cement, Complete All As Specified And Directed. , S&F 100 Mm Long Mild Steel Butt Hinges, Cold Rolled, Medium Weight Complete All As Specified And Directed. , S&F For 125Mm Long Anodised Aluminium Barrel Tower Bolt Of Extruded Section Complete All As Specified And Directed. , S&F 150Mm Long Anodised Aluminium Handles, Cast Type Complete All As Specified And Directed. , S & F In 300Mm Long Aluminium Alloy, Anodized Sliding Door Bolt With Hasp Stapple ( Bolt Type) And Fixing Clips Of Sheet Cast Or Extruded Sections And Fixing Bolts And Sliding Bolts Of Extruded Sections Or Cast Aluminium Alloy And Fixed Complete All As Specified And Directed. , S&F For 20 To 25 Mm Dia Stainless Steel Drapery Curtain Rod With Brass /Nickel Chrom Polish / Designer Lattos And Brackets Complete All As Specified And Approved By Engr-In-Charge Including Taking Out Old Pelmet With Curtain Rods Complete All As Specified And Directed. , S&F 300 Mm Long Mild Steel Ordinary Rat Tail Rod Pattern Spring Including Roller And Roller Plate Complete All As Specified And Directed. , S& F Floor Door Stopper Of Aluminium Alloy Body And Tongue ,Anodised ,With Hard Drawn Steel Spring ,Fixed In Floor Overall Length Of Cover Plate 140Mm Complete All As Specified And Directed. , S & F 2 Nd Class Hardwood For Plain, Solid, Straight Chowkats And Frames, Wrought, Framed Rebated On The Solid, Rounded Or Chamfered, Put Together With Glue Pinned At Joints, Complete All As Specified And As Directed. , S & F For Pvc And Cupboard Shelf/ Partition/ Frame / Shutter Of 18Mm Thick Side Of Panel Externally Impact Perfact Finish To The Shutter And Joined Together With Solvent Cement Adhesive 8Mm Thick (4Mmx2)X12Mm Wide Pvc Sheet Is Used As Gap Insert For Top & Bottom Rail, 18Mm X 1Mm Pvc Edge Lipping Is Done On Top & Bottom Side Using Pvc Solvent Cement Adhesive, Incl Hasp And Stable For Locking Purpose, Etc Complete As Per Direction Of Engr-In-Charge, Manufactures Specification And Drawing. , M&L For Block Boards 18/19 Mm Thick, Grade 2 Quality, I N T E R I O R Grade, Decorative Type With Decorative Face Veneer On One Face, Fixed With Screws To Timber Frame-Work For Partision Of Cupboard Complete All As Specified And Directed. , M&L For Brick Work With Sub Class B Bricks Straight Or Curved On Plan Exc. 6M Mean Radius Built In Cement Mortor 1:6., Etc Complete All As Specified And Directed. , M&L For Rendering 10Mm Thick In Cm 1:6 On Fair Faces Of Brick Work Or Concrete Surfaces Finished Even And Smooth Without Using Extra Cement Complete All As Specified And Directed. , M&L For Rendering 15Mm Thick In Cm 1:4 On Other Than Fair Faces Of Brick Or Concrete Surface With Liquid Water Proofing Compound @ 200 Ml Per Bag Finished Even And Smooth Without Using Extra Cement Complete All As Specified And Directed.(Note:- Liquid Water Proofing Compound To Be Measured Paid Separately) , M&L For Rendering 5Mm Thick In Ceiling Cm 1:3 On Fair Faces Of Brick Work Or Concrete Surfaces Finished Even And Smooth Without Using Extra Cement Complete All As Specified And Directed. , Supply Only Liquid Water Proofing Compound Complete All As Spesified And Directed. , M&L Plain Cement Concrete 1:4:8, Type D2( Using 40Mm Graded Stone Aggregate) 75Mm Thick As In Sub Base Of Floor/ Interlocking Paver Block Complete All As Specified And Directed . , M & L 25Mm Thick Cement Concrete Type B-0, 1:2:4 (Using 12.5 Mm Graded Aggregate) For Levelling Course In Floors Complete All As Specified And Directed. , M & L For Non Skid Joint Free Coloured Ceramic Floor Tiles 7 To 8 Mm Thick (Square/ Rectangular) Area Of Each Tile Exc 0.11 Sqm But N Exc 0.18 Sqm,In Floor Etc Set & Jointed In Neat Cement Slurry And Pointed In White Or Coloured Cement To Match The Surface With 15Mm Thick Screed Bed Or Bedding Layer In Cm (1:6) Complete All As Specified And Directed. , All As Per Item No 35 Above But As In Skirting/ Dado Etc With And Including 10Mm Thik Backing Coat In Cement Mortar 1:4 An Wall Complete All As Specified And Directed. , M&L For Glazed Ceramic Coloured Wall Tiles (Textured And Design As Required) In Vertical Surface 450X300X7Mm Thick, Set And Jointed In Neat Cement Slurry And Pointed In White Or Coloured Cement To Match Over And Including 10 Mm Thick Rendering In 1:4 Cm Complete All As Specified And Directed. , M & L For Applying Two Coat Of Synthetic Enamel Paint On New Wooden Surfaces Of Any Description Over 10 Cm Width Or Girth Complete All As Specified And As Directed. , M & L For Applying Two Coat Of Synthetic Enamel Paint On Old Wooden Surfaces Of Any Description Over 10 Cm Width Or Girth Complete All As Specified And As Directed. , M & L For Preparing New Plastered Surfaces Of Wall And Applying Two Coats Of Distemper Oil Emulsion Over A Coat Of Alkali Resistant Cement Primer And Over A Coat Of Putty Complete All As Specified And Directed. , Material And Labour For Apply Two Coats Of 100% Premium Anti Fungal Weather Coat Acrylic Emulsion Paint Having Voc Less Than 50 Gm / Litre And Uv Resistence As Per Is 15489;2004, Alkali & Fungal Resistence, Dirt Resistence Exterior Paint Of Required Shade (Company Depot Tinted) With Silicon Additives @ 1.43 Litre / 10 Sqm Over And Including Priming Coat Of Exterior Primer Applied @ 0.9 Litre / 10 Sqm Over New Surfaces Complete All As Specified And Directed. . Note:- (A) Each Stage I.E. Preparation Of Surfaces, Application Of Primer, Application Of First Coat, Application Of Second Coat Will Be Got Passed From Engr-In -Charge.The Acrylic Emulsion Paint Work Shall Be Carried Out By Using Smart Painting Tools And Techniques As Specified In Particular Specifications And Contractor Will Have To Produce Necessary Documents For Purchase Of Smart Painting Tools Or Rent Receipt Of These Tools Along With Bill/Rar.The Bidders Are Requested Take This Aspect In Consideration Before Quoting Their Rate And No Clain On Account Of Misunderstanding Or Otherwise Shall Be Admissible On This Account. , M & L For Preparing New Plastered Surface On Ceiling And Applying Three Coat Of White Wash Complete All As Specified And Directed. , M&L For Complete Removal Of Exsting Treatment On Plastered Or Unplastered Surface Including Removal By Brooming Down With Steel Wire Brushing, Scraping Down Smoke Soot, Moulded, Moss, Efflorscent Salt, Trading Oil And Greasy Spots And Applying Two Coat Of Oil Bound Distemper On Walls Over A Coat Of Putty Complete All As Specified And Directed. , Material And Labour For Complete Removal Of Existing Treatment And Apply Two Coats Of 100% Premium Anti Fungal Weather Coat Acrylic Emulsion Paint Having Voc Less Than 50 Gm / Litre And Uv Resistence As Per Is 15489;2004, Alkali & Fungal Resistence, Dirt Resistence Exterior Paint Of Required Shade (Company Depot Tinted) With Silicon Additives @ 1.43 Litre / 10 Sqm Over And Including Priming Coat Of Exterior Primer Applied @ 0.9 Litre / 10 Sqm On Old Surfaces Complete All As Specified And Directed. Note:- (A) Each Stage I.E. Preparation Of Surfaces, Application Of Primer, Application Of First Coat, Application Of Second Coat Will Be Got Passed From Engr-In -Charge.The Acrylic Emulsion Paint Work Shall Be Carried Out By Using Smart Painting Tools And Techniques As Specified In Particular Specifications And Contractor Will Have To Produce Necessary Documents For Purchase Of Smart Painting Tools Or Rent Receipt Of These Tools Along With Bill/Rar.The Bidders Are Requested Take This Aspect In Consideration Before Quoting Their Rate And No Clain On Account Of Misunderstanding Or Otherwise Shall Be Admissible On This Account. , M&L For Three Coat Of White Wash On Old Surface On Wall Including Preparation Of Old Surface Complete All As Specified And Directed. , M&L For Three Coat Of White Wash On Old Surface On Ceiling Including Preparation Of Surface Complete All As Specified And Directed. , Dismantling Of Kota Stone Slabs And Tiles Of Any Description Or Thickness In Laid Bedded And Pointed Floors, Aprons Etc Incl Screed Bed Complete All As Specified And Directed.. , M&L For Machine Cut Kota Stone Slab Flooring 18-20 Mm Thick Over Cement Screed Base Laid And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab Including Rubbing And Polishing Completeand Including 20 Mm Thick Screed Bed Or Bedding Layer In Cm 1:6 Complete All As Specified And As Directed. , M&L For Kota Stone Slab 18-20 Mm Thickin Riser Of Steps, Skirting, Dado And Pillar Laid Over Cement Screed And Jointedwith Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab Including Rubbing And Polishing Completeand Including 10 Mm Thick Rendering In Cm 1:4 Complete All As Specified And As Directed. , M&L For Rubbing And Washing Of Kota Stone Floor And Mirror Polishing On Kota Stone/ Stone Work Where Ever Required To Give High Gloss Finish Complete All As Specified And Directed. , M & L 20Mm Thick Granite (Of Any Type) Work (Table Rubbed And Polished) In Steps, Jambs, Pillars, Window-Cills, Cooking Platforms And Like In Cement Mortar (1:4) Including Pointing In White Cement (1:2) Using Marble Dust With Admixture Of Pigment To Match With Shade Of Granite With Providing 15Mm Thick Screed Bed In Cement Mortar 1:4 Complete All As Specified And As Directed.. , M&L Plain Cement Concrete 1:3:6, Type B1( Using 20Mm Graded Stone Aggregate) 75Mm Thick As In Plinth Protection Complete All As Specified And Directed . , Demolition Of Cement Or Lime Concrete In Any Despription Along With Tarfelt Treatment In Sunken Portion / Roof And Cement Mortar Bedding From Roof Removal Rubbish Out Side Md Land Complete All As Specified And Directed. , M&L For Plain Cement Concrete 1:2:4 Type B-0 Using 12.5Mm Graded Crushed Stone Aggregate As In Sunken Portion, Subbase, Etc Complete All As Specified And As Directed. , M&L For Water Proofing Treatment To Sunken Portition / Roof Etc. In Following Sequence:- (I) Properly Cleaning And Drying The Surface (Ii) Applying A Coat Of Bitumen Primer @ 1.2Kg/Sqm And Primer Shall Be Allowed To Dry Over Night. (Iii) Laying App Based Modified Water Proofing Membrane Of Weight Not Less Than 3Kg Per Sqm And Thickness Not Less Than 3 Mm, With 100Mm Overlaps, Sealed And Bonded To The Surface By Torchon Method (Iv) Applying Two Coat Of Bituminous Based Aluminum Painting @ 0.15 Kg/Sqm Each Coat On Water Proofing Treatment With Preparation Of Surfaces Complete All As Specified And Directed At Site. , S&F Vitreous China Squatting Pan Orissa Pattern Of Size 580X440Mm White With Integral Foot Rest (Excluding Flushing Cistern And Flush Pipes) Including Connection To Trap And To Flush Pipe Etc And Lime Concrete Bedding Including P Or S Trap Complete All As Specified And Directed. , M & L For Complete Removal Of Existing Sunken Treatment And Clean The Surface Of Sunken Slab , Appling Plain Cement Concrete B1 1:2:4 (20 Mm Aggregate Of ) With Wpc Of Thickness 100 Mm Finished Even And Fair With 1:20 Sloped Towards Corner Of Outer Wall & Pvc Pipe Of Require Dia Be Inserted At Corner Projecting Outside 20 Cm From Wall And 15 Mm Plaster Cm 1:3 With Wpc Is Also Applied Over Plain Cement Concrete And Returning Filling The Sunken Slab Complete All As Specified And Directed , M&L In Repairs Pvc Valve Less,Syphonic Action Type Flushing Cistern,Low Level ,White With Inlet Ball Valve,Float And Handle Including Brackets And Connection To Pipe And Fixing Of Chain And Pull Or Lever If Any Complete All As Specified And Directed. , Supply And Fixing Of Soap-Dish Chromium Plated Complete All As Specified And As Directed. , S&F In Repairs Of Brass Cp Tubular Towel Rail 20 Mm Dia 60Cm Long Between Flange With Brackets Etc As In Repair Complete All As Specified And Directed. , S&F Vitreous China Wash And Basin, White, Flat Back, Size 550 Mm X 400 Mm Incl Fixed On New Ms Bracket, Fixing Of Tap, Waste Coupling,Fitting,Waste Pipe And Union Incl 15 Mm Bore Brass Cp Mixer For Mixing Hot & Cold Water Screwed Down For Iron Pipe And Fixed Complete All As Specified And Directed. , S & F Pvc (Swr) Nani Trap / Floor Trap Plain Or Multi With Stainless Steel Grating Incl Joining To Waste Pipe With Solvent Cement Joint Dia Of Outlet 75Mm Bore Complete All As Specified And As Directed. , S&F In Repair 110Mm Bore Pvc (Swr) Bends Any Radius Complete All As Specified And As Directed. , S&F In Repair 75Mm Bore Pvc (Swr) Bends Any Radius Complete All As Specified And As Directed. , S & F In Repair 110 Mm Bore Pvc (Swr), Junction Single, (Single T) Equal Or Unequal Complete All As Specified And Directed. , S & F In Repair 75 Mm Bore Pvc (Swr), Junction Single, (Single T) Equal Or Unequal Complete All As Specified And Directed. , S & F In Repairs 110Mm Bore Pvc (Swr) Pipes Singles Socket In Any Length With Rubber Ring Joints Fixed To Walls / Floor Or In Tren1Ches Complete All As Specified And As Directed. , S & F In Repairs 75Mm Bore Pvc (Swr) Pipes Singles Socket In Any Length With Rubber Ring Joints Fixed To Walls / Floor Or In Trenches Complete All As Specified And As Directed. , M & L For Cutting Chases, Pinning In, Making Good To Facings Where Required And Pointing In Cement Mortar 1:3 To Ends Or Edges Of Landings, Steps, Cills, Sunshades, Shelves, Lintels, Etc.; And Cutting Chases For Concealed Water Tubing Or Concealed Conduit Wiring, Etc., And Making Good, Cutting Not Exc 10Cm Girth Complete All As Specified And Directed. , Taking Up Or Down 15 Mm Dia Old Serviceable / Unserviceable Steel Tubing Any Grade And Connections Cleaning For Re-Fixing Or Removal To Store Complete All As Specified And Directed . , All As Per Item No 70 Above But 20Mm Bore Complete All As Specified And As Directed. , S&F Steel Tubing Medium Grade ,Galvanized With All Fitting Such As Bend ,Elbow, Socket,Tees,And Fixed Complete To Wall Or In Ceiling Or In Floors Including Cutting Threading And Making Forged Bends On Pipes Ms Hooks Etc ,For 15Mm Bore Pipes Complete All As Specified And As Directed. , All As Per Item No 72 Above But 20Mm Bore Complete All As Specified And As Directed. , S&F In Repair For 15Mm Bore Bib Taps Chromium Plated With Crutch Or Butterfly Handle ,Screwed Down , Screwed For Iron Pipes Or Brass Ferrule Complete All As Specified And Directed. , S&F In Repair Cp Angle Stop Cock Of 15Mm Bore Screwed Down For High Pressure With Crutch Or Butter Fly Handle ,Screwed Both End For Iron Pipes Complete All As Specified And Directed.. , S&F In Repair Cp Wall Mixer For Mixing Hot & Cold Water Screwed Down For Iron Pipe 15Mm Bore Complete All As Specified And As Directed. , S&Fixed In Repair 125 Mm Size Chromium Plated Shower Rose With Siwel Joint Suitable For 15 Mm Bore Gi Pipes Complete All As Specified And As Directed. , S&F In Repairs Pvc Connection 15Mm Size With Ptmt Nuts Of Length 450 Mm Long Complete All As Specified And As Directed. , S& F In Repair Rotational Moulded Polyethylene Water Storage Tank 500 Liters Capacity (Cylidrical Vertical With Closed Top) Hoisted And Fixed In Position All As Specified In Ssr Part I Incl Brass Float Valve 20Mm Dia And Dismantling Water Tank. , S & F In Shelf Of Ptmt Fixed With And Including Chromium Plated Brass Screws And Wooden/Plastic Cleats (Minimum Weight 300 Grams) Complete All As Specified And As Directed. , S&F In Trepair Kitchen Sink With Drainage Board Made Of Stainless Steel 1.0 Mm Thick In Kitchen With Plug , Washer And Waste Including Bedding Layer In Cm (1:6) In Wall Or Including Fixing Cantilever Bracket And Connecting Union To Pipes Over All Size 915X460 Mm Bowl Size 410X330X160 Mm Including Taking Out Unserviceable Kitchen Sink Complete All As Specified And As Directed. , M&L For Stain Less Steel Plate Rack For Kitchen 1 Mm Thick Of Best Quality With Suitable Hanging Arrangement And Fixed To Wall Complete All As Specified And Directed .Note:- Size Of Plate Rack Should Not Be Less Than 900X1200 Mm And Weight Of Rack Shall Not Be Less Than 8.5 Kg Each Complete All As Specified And As Directed. , S&F In Repair Gun-Metal, Globe Or Gate Valves, 20 Mm Dia Bore Pipes With Iron Wheel Head, Screwed Both Ends For Iron Pipe And Fixed Complete All As Specified And As Directed. , M & L High Strength Steel Deformed Tmt Bars 10 Mm Dia And Over, Cut To Length, Bent To Shape Required Including Cranking, Bending Spirally For Hooping Columns,Hookings Ends And Binding With Mild Steel Wire (Annealed) Not Less Than 0.90 Mm Dia Or Securing With Clips, Etc Complete All As Specified And Directed. , M & L For Formwork Fair And Finished Surfaces To Sides And Soffits Of Floor Or Roof Beam, Beam Hauchings, Bands, Girders, Bressummers, Lintels, Cantilevers, Shelves Including Supports, Overhangs, Etc Complete All As Specified And Directed , M&L Reinforced Cement Concrete B1 1:2:4 Using 20 Mm Graded Stone Aggr As Slabs Supported On Walls, Beams And Columns In Floors, Roofs, Landings, Balconies, Canopies, Deck Slabs And In Shelves And The Like Etc Complete All As Specified And Directed , M & L For Formwork Flat Fair Finished Surfaces To Sides And Soffits Of Floor Or Roof Beam, Beam Hauchings, Bands, Girders, Bressummers, Lintels, Cantilevers, Shelves Including Supports, Overhangs, Etc Complete All As Specified And Directed , M&L Reinforced Cement Concrete M-25 Using 20 Mm Graded Stone Aggr As In Beams, Bands, Cantilvers, Bressummers, Linters, Chajjas, Etc Over 1.5M Span Etc Complete All As Specified And Directed , M&L For Mild Steel Bars (Tmt Bars) 5Mm Dia And Over Upto And Including 10Mm Dia In Strriups,Spacers And Binders Complete All As Specified And Directed. , M & L For Precast Cement Concrete 1:2:4 Type B-1 (Using 20Mm Graded Crushed Stone Aggregate) As In Manhole/Drain Slab Cover All As Specified And Set In Cm 1:4 Complete All As Specified And Directed. , Excavation In Trenches N.Exc 1.5M Wide And N.Exc 1.5M In Depth For Foundation Or Etc, For Shafts, Wells, Cesspits, Manholes, Pier Holes, Etc N.Exc 10 Sqm On Plan And N.Exc 1.5M In Depth And Getting Out In Hard Dence Soil, Complete All As Specified And Directed. , Returing, Filling In Trenches, Incl Spreading, Levelling, Watering And Well Ramming In Layers Not Exc 25 Cm In Hard/Dense Soil Complete All As Specified And Directed. , Removing Excavated Material (Soil) To A Distance Not. Exc. 50 Mtr And Depositing Where Directed At A Level Nexc 1.5 Mtr Above The Starting Point Complete All As Specified And Directed. , Demolition And Breaking Up 150Mm Dia Drain Pipes (Salt Glazed Ware, Ac Or Reinforced Concrete ) And Set In Cement Mortar Complete All As Specified And Directed. , M&L For Concrete Bed To Drain Pipes Including Packing Under, And Haunching Against The Sides Of 150 Mm Bore Pipes In Cement Concrete 1:3:6 Type C-2 ( Using 40 Mm Graded Stone Aggregate) After They Are Laid And Tested Complete All As Specified And Directed. , M&L For 150 Mm Bore Salt Glazed Stone Were (Sgsw) Drain Pipe Grade A Laid To Slope In Tranches And Jointed In Cement Mortar (1:1) Including Necessary Testing For Ensuring Teak Proofing Complete All As Specified And Directed. , M & L For Cutting Into Existing Manhole For Connecting New Drains And Making Good To Pipes And Rendering Cutting Out Existing Benching For And Forming Branching For And Forming Branch Channel (1/2 Round Or ¼ Section ) In Plain Cement Concrete 1:2:4 Type B-1 Using 20Mm Graded Crushed Stone Aggregate Smooth Finished And Reforming Benching As Specified And Directed For 150Mm Dia Of Pipe Complete All As Specified. , M&L For 60Mm Thick Machine Pressed Precast Concrete Interlocking Paver Block (Glossy Finish) Of M-35 Gde Of Approved Shape, Size And Colour Conferming To Is 15658-2006 And Laid Over And Including 25Mm Thick Grid/Sand Cushion Complete All As Specified And Directed. , S & F For Precast Cement Concrete Type B-1 (1:2:4) (20 Mm Graded Stone Aggregate) As In Kerb And Edging To Road And Footpath Etc, Including Chamfered, Weathering, Throating, Etc Setting In Cm(1:4) Complete All As Specified And Directed. , S & F In Repairs Ms Framed Work As In Doors Or Gates Of Angle Iron, Door Frame Or Other Section With Gusset Plate, Rails, Braces And Stair Case Etc Complete, Drilled For Fixing Of Steel Sheeting Or Other Covering Etc, To Prepared For Hanging Or Sliding With Including Either Hooks And Hinges Also Fastening Grills, Grating, Hold Fast Of Doors And Windows Chowkat Etc, With Ends Of Bars Shouldered And Or Riveted, Or Forget Into Spikes; Framed Guard Bars; Barred Iron Doors; Ladders; Framed Balusters; Walkways; Railings; Framework Of Water Tanksand Fixing And Similar Work Confirming To Fe 290 Gde E-165 Complete All As Specified And As Directed. , Dismantling Floor, Hearth Or Wall Tiling Including Cement Mortar Bedding ( But Not Backing), And Rubbish Off The Premises Complete All As Specified And Directed. , M&L For Cement Concrete B1 1:2:4 (20Mm Aggregate) In Foundations, Filling And Mass Concrete Complete All As Specified And Directed. , M & L Cement Concrete Type B1 1:2:4 ( 20 Mm Graded Aggregate) As In Coping, Bearing Course, Manhole/ Drain Channels Etc In Including Necessary Formwork Complete All As Specified And Directed. , M&L For Preparation Of New Steel Surfaces Exc 10Cm Width Or Girth And Applying Two Coats Of Synthetic Enamel Paint Over A Coat Of Red Oxide Primer, Complete All As Specified And Directed. , S&F 600Mmx450Mm Bevelled Edge Mirror Of Selected Quality Glass, Mounted On 6Mm Thick Ac Building Board Or Commercial Plywood And Fixed To Wooden Plugs With Chromium Plated Brass Screws And Cup Washers, Complete All As Specified And Directed. , M&L For Preparation Of Old Steel Surfaces Exc 10Cm Width Or Girth And Applying Two Coats Of Synthetic Enamel Paint Over A Coat Of Red Oxide Primer, Complete All As Specified And Directed. , (Schedule-A Part-Ii E/M Works) Taking Down Carefully Unserviceable Aluminium Point Wiring Complete (Light, Fan Socket, Bell Or Power) With Fitting Such As Switches, Ceiling Rose Lamp Holder, Regulators, Sockets, Light Fittings Etc. And Keeping In Safe Custedy For Taking Credit Complete All As Specified And As Directed. , (Schedule-A Part-Ii E/M Works) Taking Down Carefully Unserviceable Aluminium Point Wiring Complete (Light, Fan Socket, Bell Or Power) With Fitting Such As Switches, Ceiling Rose Lamp Holder, Regulators, Sockets, Light Fittings Etc. And Keeping In Safe Custedy For Taking Credit Complete All As Specified And As Directed.
Contract Date: Jun 15, 2026 Contract Value : ₹ 31.73 Lakh
Statutory Bodies & Commissions/Committees No of Bidders 8
Jammu and Kashmir View Result →
Delhi View Result →
35.
Drinking Water Supply and Sanitation #11205350 Technical Bid
Tender for Hiring Of 01 No. Desilting Machines (Desilter) On Three/Four Wheelers Chaises Of Make Tata Bs-4 Mahindra/Bajaj/ Piaggo For Cleaning Of Sewer Manholes Of Mahavir Enclave Ward In Palam Constituency Ac-37 Under Ee(C)-26.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Boards / Undertakings / PSU No of Bidders 3
Delhi View Result →
36.
Drinking Water Supply and Sanitation #11205349 Technical Bid
Tender for Hiring Of 01 No. Desilting Machines (Desilter) On Three/Four Wheelers Chaises Of Make Tata Bs-4 Mahindra/Bajaj/ Piaggo For Cleaning Of Sewer Manholes Of Palam Ward In Palam Constituency Ac-37 Under Ee(C)-26.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Boards / Undertakings / PSU No of Bidders 4
Delhi View Result →
37.
Drinking Water Supply and Sanitation #11205348 Technical Bid
Tender for Hiring Of 01 No. Desilting Machines (Desilter) On Three/Four Wheelers Chaises Of Make Tata Bs-4 Mahindra/Bajaj/ Piaggo For Cleaning Of Sewer Manholes Of Sadh Nagar Ward In Palam Constituency Ac-37 Under Ee(C)-26.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Boards / Undertakings / PSU No of Bidders 4
Delhi View Result →
Haryana View Result →
39.
Housing Urban and Rular Development #11202648 AOC
Tender for annual maintenance Of Ephs In Sector 32 Ue Karnal Hiring Of Suction Jetting Machine Cleaning Of Manhole At Various Location Complete In All Respect Ac Rs 1.67 Lacs
Contract Date: Jun 15, 2026 Contract Value : ₹ 1.65 Lakh
Local Bodies No of Bidders 3
Haryana View Result →
40.
Housing Urban and Rular Development #11202643 AOC
Tender for annual maintenance Of Ephs In Sector 9 Ue Karnal Hiring Of Suction Jetting Machine Cleaning Of Manhole At Various Location Complete In All Respect Ac Rs 1.69 Lacs
Contract Date: Jun 15, 2026 Contract Value : ₹ 1.67 Lakh
Local Bodies No of Bidders 3
Haryana View Result →
41.
Housing Urban and Rular Development #11202625 Technical Bid
Tender for annual maintenance Of Ephs In Sector 6 Ue Karnal Hiring Of Suction Jetting Machine Cleaning Of Manhole Complete In All Respect Ac Rs 1.68 Lacs
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 2
Haryana View Result →
42.
Housing Urban and Rular Development #11202624 Technical Bid
Tender for annual maintenance Of Ephs In Sector 33,4,5 Ue Karnal Hiring Of Suction Jetting Machine Cleaning Of Manhole Complete In All Respect Ac Rs 1.68 Lacs
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 2
Haryana View Result →
43.
Defence #11200251 Technical Bid
Tender For Provision Of Certain Sanctioned Works Under Ge South Bathinda At Bathinda Mil Stn.- 1 Surface Excavation N.Exc (Not Exceeding) 30 Cm Deep And Averaging 15Cm Deep And Getting Out And Getting Out In Soft / Loose Soil Complete All As Specified & Directed. 2 Removing Excavated Material Exc 1.50 Km N Exc. 5 Km And Depositing Where Directed At A Level N Exc. 1.5 M Above The Starting Point Complete All As Specified And As Directed. 3 Excavation In Trenches Not Exceeding 1.5 Meter Wide And Not Exceeding 1.5 Meter Depth For Foundation Etc Or For Shafts , Wells, Cesspits, Manholes , Septic Tank, For Laying Of Cables , Laying Of Pipes Not Exceeding 10 Sqm On Plan And Not Exc 1.5 Meter Depth And Getting Out In Soft/Loose Soil Etc Complete All As Specified And As Directed By Engineer-In- Charge. 4 Material And Labour For Cement Concrete 1:4:8 , Type D-2 Using 40 Mm Graded Stone Aggregate As In Foundation Filling And Mass Concrete Complete All As Specified And As Directed By Engineer-In-Charge. 5 Material And Labour For Rcc M-25 (Design Mix) Using 20 Mm Graded Stone Aggregates As In Foundations, Including Rafts, Footings, Foundation Beams; Plinth Beams; Bases For Columns, Etc.; Basement Slabs, Under-Reamed Piles And Mass Concrete Complete All As Specified And As Directed By Engineer-In-Charge. Note : Reinforcement And Form Work Shall Be Measured And Paid For Separately Under Appropriate Item Of This Schedule. 6 Material And Labour For Rcc M-25 (Design Mix) Using 20 Mm Graded Stone Aggregates As In Columns, Pillars, Piers, Posts And Struts Complete All As Specified And As Directed By Engineer-In-Charge. Note : Reinforcement And Form Work Shall Be Measured And Paid For Separately Under Appropriate Item Of This Schedule. 7 Material And Labour For Rcc M-25 (Design Mix) Using 20 Mm Graded Stone Aggregates As In Beams, Cantilevers, Bressummers, Lintels Over 1.5 M Span And The Like Etc Complete All As Specified And As Directed By Engineer-In-Charge. Note : Reinforcement And Form Work Shall Be Measured And Paid For Separately Under Appropriate Item Of This Schedule. 8 Material And Labour For Rcc M-25 (Design Mix) Using 20Mm Graded Stone Aggregate As In Slabs Supported On Walls, Beams And Columns In Floors,Roofs, Landings, Balconies,Canopies, Deck Slabs And In Shelves And The Like Complete All As Specified And As Directed By Engineer-In-Charge.Note : Reinforcement And Form Work Shall Be Measured And Paid For Separately Under Appropriate Item Of This Schedule. 9 Material And Labour For Formwork Of Sides Of Concrete Foundations, Footings, Bases Of Columns, Raft And Raft Beams, Sides And Soffits (If Any) Of Foundation And Plinth Beams; And Similar Work; Vertical Or To Batter On Rough Finished Flat Surfaces Of Concrete Complete All As Specified And As Directed By Engineer-In-Charge. 10 Material And Labour For Formwork In Square,Reactangular Or Polygonal On Rough Finished Surface Of Concrete To Sides Of Pillars, Posts, Struts, Piers, Columns And Stanchions Complete All As Specified And As Directed By Engineer-In-Charge. 11 Material And Labour For Formwork To Sides And Soffits Of Floor Or Roof Beams, Beam Haunchings, Girders, Bressummers, Lintels, Cantilevers, Shelves Including Supports, Overhangs, Etc. Also Splays Between Floors And Beams, Etc. On Rough Finished Flat Surfaces Of Concrete Complete All As Specified And As Directed By Engineer-In-Charge. 12 Material And Labour For Formwork To Soffits Of Suspended Slabs Such As Roof Slab, Floor Slabs, Landings And Similar Work Not Exceeding 200 Mm Thick (Horizontal Or Sloping) On Rough Finished Flat Surfaces Of Concrete Complete All As Specified And As Directed By Engineer-In-Charge. 13 Material And Labour For Formwork To Edges Of Concrete Flats, Treads, Breaks In Floors,Window Cills, Concrete Rail Ings, Openings In Concrete Walls, Floor And Roofs Not Exceeding 20Cm Wide And Sides Of Rcc/Pcc Bands In Walls, Horizontal Or Sloping And Similar Work Exceeding 10 Cm But Not Exceeding 20Cm Wide On Rough Finished Surfaces Of Concrete Complete All As Specified And As Directed By Engineer-In-Charge. 14 Material And Labour For Mild Steel Tmt Bars 10Mm Dia And Over Cut To Length Bent To Shape, Required Including Cranking, Bending Spirally For Hoping For Columns, Hooking Ends And Binding With Mild Steel Wire (Annealed) Not Less Than 0.9Mm Dia Including Making Of Rungs, Handles Etc Complete All As Specified And As Directed By Engineer-In-Charge. (Note : Weight Of Binding Wire Shall Not Be Considered For Measurement And Payment Purpose.) 15 Material And Labour For Mild Steel Tmt Bars 6Mm To 8Mm Dia Cut To Length Bent To Shape, Required Including Cranking, Bending Spirally For Hoping For Columns, Hooking Ends And Binding With Mild Steel Wire (Annealed) Not Less Than 0.9Mm Dia Including Making Of Rungs, Handles Etc Complete All As Specified And As Directed By Engineer-In-Charge. (Note : Weight Of Binding Wire Shall Not Be Considered For Measurement And Payment Purpose.) 16 Demolition Of Brick Work Or Stone / Boulder Masonry, Built In Cement Mortar Or Cement Lime Mortar Including All Quoins, Arches, Pillars, Etc, In Any Description Complete All As Specified And As Directed By Engineer-In-Charge. 17 Material And Labour For Brick Work With Sub Class ‘B’ Bricks Straight Or Curved On Plan Exceeding 6.0M Mean Radius Built In Cement Mortar 1:6 Complete All As Specified And As Directed By Engineer-In-Charge. 18 Material And Labour For Brick Work With Fly Ash Bricks Straight Or Curved On Plan Exceeding 6.0M Mean Radius Built In Cement Mortar 1:6 Complete All As Specified And As Directed By Engineer-In-Charge. 19 Material And Labour Brick Work With Sub Class ‘B’ Old Size Burnt Clay Bricks Straight Or Curved On Plan Exceeding 6 Metre Mean Radius Built In Cement Mortar 1:6, Complete All As Specified And As Directed By Engineer-In-Charge . 20 Material And Labour For Brick Work With Fly Ash Old Size Bricks, Straight Or Curved On Plan To Any Radius In Half Brick Walls Built In Cement Mortar 1:4 Complete All As Specified And As Directed By Engineer-In-Charge. 21 Demolition Of Cement Concrete (Unreinforced) In Ground Floor And Paving Not Exceeding 15Cm Thickness Below Or Above Ground Level Of Any Description And In Any Position Including Removing Rubbish Material From Building And Thrown In Low Lying Empty Area (As Per Direcction Of Age/Je) At Any Distance Upto 500 Metres From The Site Complete All As Specified And As Directed By Engineer-In-Charge 22 Material & Labour For Cement Concrete 1:3:6 Type C-2 Using 40 Mm Graded Stone Aggregate For Foundations, Fillings & Mass Concrete Complete All As Specified And As Directed By Engineer-In-Charge. 23 Material And Labour For Cement Concrete (1:5:10), Type E-2 Using 40 Mm Graded Stone Aggregate As In Filling Of Sunken Floors Complete All As Specified And As Directed By Engineer-In-Charge. 24 Demolition Of Concrete Of Any Description And In Any Position Not Otherwise Specifically Provided Complete All As Specified And Directed. 25 Material And Labour For Waterproofing Treatment To Sunken Floor Using Acrylic Based Multipurpose Polymer. The Treatment Shall Be Carried Out As Per Manufactures Specification. The Treatment Shall Be Include Of The Following Elements Also: 1. Surface Preparation Of Substrate By Removing All Traces Of Contaminates, Loose And Friable Particles, Cement Laitance Oils And Grease, Water Repellent Coatings Etc2. Injection Grouting Using Cementitious Grout If Required. The Payment For Injection Grouting Shall Be Made Separately Etc3. Repair To The Substrate, Filling Of Blow Holes/Voids And Surface Leveling Using Appropriate Products Specified By The Manufacture.4. All Intersections Of Horizontal And Vertical Surface Should Be Profiled With A Mortar Fillet Of Minimum 25Mm X 25Mm.5. The Moisture Content Of The Substrate Shall Be Checked Before Application Of First Coat At Water Proof Coating At The Rate Of 200 G/M2 Followed Brush Topping At 450G/M2 Per Mm. The Second Coat Shall Be Reinforced With Glass Fabric Between The First And Second Coat.6. The Treatment Shall Be Protected By Application Of Polymer Modified Cement Mortar Of Thickness 10Mm Applied At The Rate Of 50G Per Mm.7. Tech Specification : Tensile Adhesion Strength 0.5N/Sqmm (As Bonding Slurry). 26 Material And Labour For Aerated Autoclaved Concrete (Aac) Blocks Work According To Indian Standard Specification Is:2185(Part-3)-1984 And Latest Revision Built In Cement And Sand Mortar 1:6 With Aerated Autoclaved Concrete (Aac) Blocks Straight Or Curver On Plan Exceeding 6Mtr Mean Radius As In Sunken Floor Complete All As Specified And And As Directed By Engineer-In-Charge. 27 Supply Only Integral Water Proofing Compound. 28 Removing Excavated Material As In All Kind Of Soils Not Exceeding 50M And Depositing Where Directed At A Level Not Exceeding 1.5M Above The Starting Point Complete All As Specified And As Directed By Engineer-In- Charge. 29 Returning Filling In Any Type Of Soil, Including Spreading, Levelling,Watering And Well Ramming In Layer Not Exceeding 25 Cm In Each Layer, Complete All As Specified And As Directed By Engineer-In- Charge. 30 Material And Labour For Sand Filling Under Floor Or In Foundation Including Spreading Levelling, Watering And Well Ramming In Layers Not Exc 25 Cmetc Complete All As Specified And As Directed By Engineer-In- Charge. Note: Sand Shall Be Approved By Ge. 31 Material And Labour For Hard Core Using Broken Stone Aggregate Of Gauge Not Exc. 63Mm, Deposited Spread And Leveled In Layers Not Exc. 150 Mm Thick, Watered And Rammed To A True Surface Complete All As Specified And As Directed By Engineer-In- Charge. 32 Material And Labour For 75 Mm Thick Cement Concrete 1:4:8 , Type D-2 Using 40 Mm Graded Stone Aggregate As In Sub Base Of Floor. Finished Even And Smooth Without Using Extra Cement Complete All As Specified And As Directed By Engineer-In-Charge. 33 Material And Labour For Rendering 10 Mm Thick In Cement Mortar 1:6 On Fair Faces Of Brick Work Or Concrete Surfaces Of Walls And Finishing The Surface Even & Fair Faces Without Using Extra Cement Complete All As Specified And As Directed By Engineer-In- Charge. 34 Material And Labour For Rendering 5 Mm Thick In Cement Mortar In (1:3) On Ceiling And Finishing The Surface Even & Smooth Without Using Extra Cement Complete All As Specified And Directed. 35 Material And Labour For 15Mm Thick Rendering In Cement Mortar 1:4 On Fair Faces Of Brick Work Or Concrete Surfaces Even And Smooth Without Using Extra Cement Complete All As Specified And As Directed By Engineer-In-Charge. 36 Material And Labour For 15Mm Thick Rendering In Cement Mortar 1:4 On Fair Faces Of Brick Work Or Concrete Surfaces And Finishing Fair & Even Mixed With Liquid Water Proofing Compound As Per ManufacturerS Instructions But Without Using Extra Cement Complete All As Specified And As Directed By Engineer-In-Charge. Note :- Liquid Water Proofing Compound Shall Be Measured And Paid Separately. 37 Supply And Fixing Chicken Wire Mesh ( Murga Jali ) In Cement Plaster Or Over Joints Of R.C.C And Brickwork Or As Per Site Requirement Of 24 Gauge & 12 Mm Mesh And 300 Mm Width For Construction Joints And Chasing In Brick Work For Electrical Conduits Or Water Supply Pipes And Pegs/Nails With Nailing Machine As Required Before Rendering / Plastering Etc. Complete As Per Site Requirement Complete All As Specified And As Directed By Engineer-In- Charge.Note: Rendering / Plastering Shall Be Measured And Paid Seperately Under Serial Item No. 5.00 Of ScheduleA Boq Here-In- Before. Nothing Shall Be Paid Extra On Account Of Rendering / Plastering In This Item. 38 Material And Labour For Applying Acrylic Wall Care Putty On Internal Surfaces And External Surfaces Of Walls/Ceilings/Soffits (Thickness Vary From 1.5 To 2.5 Mm As Required For Desired Smoothness And Leveling Of Surfaces In Two Or More Layers) By Using Ready Made Acrylic Wall Care Putty Including Sand Papering After Filling The Putty To Make Surface Smooth And Ready For Receiving Painting Etc Complete All As Specified And Directed By Engineer-In- Charge.Make Of Acrylic Wall Care Putty : As Descriped In List Of Makes/Manufacturers Under Appendix B Here-In-After.Notes : (I) The Prepared Surface After Wall Putty, The Contractor Will Inform To The Ge As Well As To The Engineer-In-Charge For Site Inspection Before Applying Further Finishes. Please Note That The Further Finishes Work Will Start Only After Approval Of The Prepared Surface From The Ge As Well As To The Engineer-In-Charge Through Site Order. (Ii)The Make Of Acrylic Wall Care Putty Shall Be As Per The Recommendation Of Manufacturer Of Paint. 39 Material And Labour For Preparation Of New Surfaces And Applying 02 Coats Of Interior Acrylic Emulsion Paint (Light Shade As Approved By Ge ) @ 10.00 Sq.M/ Litre / 2.00 Coats By Using Roller/Brush To Wall Surfaces Over With And Including One Coat Of Interior Acrylic Emulsion Primer @ 10.00 Sq.M / Litre / 1.00 Coat As Recommended For Under Coat By Manufacturer Of Interior Acrylic Emulsion By Using The Brands Of Interior Acrylic Emulsion Paint And Interior Acrylic Emulsion Primer As Descriped In List Of Makes/Manufacturers Under Appendix B Here-In-After Complete All As Specified And Directed By Engineer-In- Charge. 40 Material And Labour For Complete Removal Of Existing Treatment Of Any Type / Description From Wall / Rcc Surfaces / Ceiling / Chajjas / Roof Projections Etc With Mechanical Means / Grinder And Applying 01 Coat Of Exterior Emulsion Paint (Light Shade) With Highlighter Of Any Existing Shade @ 10 Sqm/Litre/1 Coat By Using Roller To External Walls / Rcc Surfaces/Soffits Of Chajjas / Roof Projections /Cantilevers/ Balcony Etc Surfaces Over Acrylic Thick Wall Care Putty On External Surfaces Of Walls / Ceiling / Soffits ( Thickness Vary From 1.5 To 2.5Mm As Required For Desired Smoothness And Levelling Of Surfaces In Two Or More Layers) By Using Ready Made Wall Care Putty Including Sand Papering After Filling The Putty To Make Surface Smooth And Ready For Receiving Painting Etc, Over Including A Coat Of Exterior Wall Primer @ 10 Sqm/Litre/1 Coat As Recommended For Under Coat By Manufacturer Of Exterior Emulsion By Using Following Brands Of Emulsion And Primer Including Removing The Vegetation Of Any Type And Description The Making The Surface Good Complete All As Specified And Directed. 41 Material And Labour For Preparation Of Old Surfaces And Applying 02 Coats Of Interior Acrylic Emulsion Paint (Light Shade As Approved By Ge ) @ 10.00 Sq.M/ Litre / 2.00 Coats By Using Roller/Brush To Wall Surfaces Over With And Including One Coat Of Interior Acrylic Emulsion Primer @ 10.00 Sq.M / Litre / 1.00 Coat As Recommended For Under Coat By Manufacturer Of Interior Acrylic Emulsion By Using The Brands Of Interior Acrylic Emulsion Paint And Interior Acrylic Emulsion Primer As Descriped In List Of Makes/Manufacturers Under Appendix B Here-In-After Complete All As Specified And Directed By Engineer-In- Charge. 42 M&L For Preparing Existing Treated Surfaces Of Ceiling Including Cornices And Applying Two Coats Of White Wash By Making The Lime Slaked At Site And Shall Be Mixed And Stirred With About Five Liters Of Water For 1 Kg Of Unslaked Lime To Make A Thin Cream. This Shall Be Allowed To Stand For A Period Of 24 Hours And Shall Then Be Screened Through Clean Coarse Cloth. 1 Kg Of Gum Dissolved In Hot Water Shall Be Added To Every One Cubic Meter Of Lime Cream. About 1.3 Kg Of Sodium Chloride Dissolved In Hot Water Shall Also Be Added For Every 10 Kg Of Lime For Making The Coating Hard And Rub-Resistant. Small Quantity Of Ultramarine Blue (Upto 3 Gm Per Kg Of Lime) Shall Also Be Added To The White Wash Solution And The Whole Solution Shall Be Stirred Thoroughly Before Use Complete All As Specified And As Directed By Engineer-In-Charge. 43 Material And Labour For Preparation Of New Surfaces And Applying 02 Coats Of Exterior Acrylic Emulsion Paint ( Shade As Approved By Ge) With Highlighter Of Any Approved Shade, @ 5.00 Sq.M / Litre / 2.00 Coats By Using Roller To External Walls / Rcc Surfaces / Soffits Of Chajjas / Roof Projections / Cantilevers / Balcony Etc. Surfaces Over With And Including One Coat Of Exterior Acrylic Emulsion Primer @ 11.00 Sq.M / Litre / 1.00 Coat As Recommended For Under Coat By Manufacturer Of Exterior Acrylic Emulsion By Using The Brands Of Exterior Acrylic Emulsion Paint And Exterior Acrylic Emulsion Primer As Descriped In List Of Makes/Manufacturers Under Appendix B Here-In-After Complete All As Specified And Directed By Engineer-In- Charge. 44 Material & Labour For Applying Two Or More Coats Of 100% Premium Acrylic Emulsion Paint Having Voc Less Than 50 Gm/Litre And Uv Resistance As Per Is 15489:2004, Alkali & Fungal Resistance, Dirt Resistance Interior Paint Of Required Shade (Company Depot Tinted) With Silicon Additives @ 1.43 Litre/ 10 Sqm Over And Including Priming Coat Of Exterior Primer Applied @ 0.90 Litre/ 10 Sqm Including A Coat Of Exterior Wall Primer @ 11 Sq.M/Litre/1 Coat As Recommended For Under Coat By Manufacturer Of Exterior Emulsion By Using Following Brands Of Emulsion And Primer Complete All As Specified And Directed. 45 Material And Labour For Preparation Of Old Surfaces And Applying 02 Coats Of Exterior Acrylic Emulsion Paint ( Shade As Approved By Ge) With Highlighter Of Any Approved Shade, @ 5.00 Sq.M / Litre / 2.00 Coats By Using Roller To External Walls / Rcc Surfaces / Soffits Of Chajjas / Roof Projections / Cantilevers / Balcony Etc. Surfaces Over With And Including One Coat Of Exterior Acrylic Emulsion Primer @ 11.00 Sq.M / Litre / 1.00 Coat As Recommended For Under Coat By Manufacturer Of Exterior Acrylic Emulsion By Using The Brands Of Exterior Acrylic Emulsion Paint And Exterior Acrylic Emulsion Primer As Descriped In List Of Makes/Manufacturers Under Appendix B Here-In-After Complete All As Specified And Directed By Engineer-In- Charge. 46 Material And Labour For Complete Removal Of Existing Treatment Of Any Type / Description From Wall / Rcc Surfaces / Ceiling / Chajjas / Roof Projections Etc With Mechanical Means / Grinder And Applying One Coat Of Exterior Emulsion Paint (Light Shade) With Highlighter Of Any Approved Shade @ 5 Sqm/Litre/2 Coats By Using Roller To External Walls / Rcc Surfaces/Soffits Of Chajjas / Roof Projections /Cantilevers/ Balcony Etc Surfaces Over & Including A Coat Of Exterior Wall Primer @ 11 Sqm/Litre/1 Coat Over Acrylic Thick Wall Care Putty On External Surfaces Of Walls / Ceiling / Soffits (Thickness Vary From 1.5 To 2.5Mm As Required For Desired Smoothness And Levelling Of Surfaces In Two Or More Layers) By Using Ready Made Wall Care Putty Including Sand Papering After Filling The Putty To Make Surface Smooth And Ready For Receiving Painting Etc As Recommended For Under Coat By Manufacturer Of Exterior Emulsion By Using Following Brands Of Emulsion And Primer Complete All As Specified And Directed.Note For Item No 5 To 8 :- (A) The Prepared Surface After Wall Putty, The Contractor Will Inform To The Ge As Well As To The Engineer-In-Charge For Site Inspection Before Applying Further Finishes. Please Note That The Further Finishes Work Will Start Only After Approval Of The Prepared Surface From The Ge As Well As To The Engineer-In-Charge Through Site Order. 47 Material And Labour For For Preparing New Plastered Surfaces Of Ceilings And Applying Three Coats Of White Wash By Making The Lime Slaked At Site And Shall Be Mixed And Stirred With About Five Liters Of Water For 1 Kg Of Unslaked Lime To Make A Thin Cream. This Shall Be Allowed To Stand For A Period Of 24 Hours And Shall Then Be Screened Through Clean Coarse Cloth. 1 Kg Of Gum Dissolved In Hot Water Shall Be Added To Every One Cubic Meter Of Lime Cream. About 1.3 Kg Of Sodium Chloride Dissolved In Hot Water Shall Also Be Added For Every 10 Kg Of Lime For Making The Coating Hard And Rub-Resistant. Small Quantity Of Ultramarine Blue (Upto 3 Gm Per Kg Of Lime) Shall Also Be Added To The Last Two Coats Of White Wash Solution And The Whole Solution Shall Be Stirred Thoroughly Before Use Complete All As Specified And Directed By Engineer-In- Charge. 48 Material And Labour For Applying Three Coats Of White Wash On Newly Plastered Or Unplastered Ceiling Surfaces Including Preparation Of Surfaces, Complete All As Specified And Directed 49 Taking Down Chowkats Or Frames With Shutters (Without Taking Off Shutters From The Frames) Area Not Exc 1.5 Sqm Each As Doors, Windows And Ventilators And Removal From Site Complete All As Specified And Directed. 50 Taking Down Chowkats Or Frames With Shutters (Without Taking Off Shutters From The Frame) Exc 1.5 Sqm But Not Exc 4 Sqm Each Each As Doors, Windows And Ventilators And Removal From Site Complete All As Specified And Directed. 51 Supply & Fixing Factory Made Single Extruded Wpc ( Wood Polymer Composite ) Solid Door Frame / Chowkhat Of Size 45Mm X 70 Mm Comprising Of Virgin Polymer Of K Value 58-60 (Suspension Grade ), Calcium Carbonate And Nautral Fibers ( Wood Powder / Rice Husk / Wheat Husk ) And Non Toxic Additives (Maximum Toxcity Index Of 12 For 100 Gms ) Fabricated With Miter Joints After Applying Pvc Solvant Cement And Screwed With Full Body Threaded Star Headed Ss Screws Having Minimum Frame Density Of 750 Kg /Cum And Screw Withdrawl Strength Of 2200 N (Face ) & 1100 N (Edge) Minimum Compressive Strength Of 58 N /Sqmm Modulus Of Elasticity 900 N/Sqmm And Resisitence To Spread Of Flame Of Class A Category With Property Of Being Termite / Borer Proof , Water Moisture Proof And Fire Retaident And Fixed In Position With And Including Ms Hold Fast Lugs / Ss Dash Fastner Of Required Dia And Length With And Including Supply And Fixing (03 Nos Per Frame ) 100 Mm Long Ss Butt Hinges Complete All As Specified And As Directed By Engineer-In- Charge. 52 Supply & Fixing Factory Made Single Extruded Wpc ( Wood Polymer Composite ) Solid Door Frame / Chowkhat With Double Rebate Of Size 65Mm X 125 Mm Comprising Of Virgin Polymer Of K Value 58-60 (Suspension Grade ), Calcium Carbonate And Nautral Fibers ( Wood Powder / Rice Husk / Wheat Husk ) And Non Toxic Additives (Maximum Toxcity Index Of 12 For 100 Gms ) Fabricated With Miter Joints After Applying Pvc Solvant Cement And Screwed With Full Body Threaded Star Headed Ss Screws Having Minimum Frame Density Of 750 Kg /Cum And Screw Withdrawl Strength Of 2200 N (Face ) & 1100 N (Edge) Minimum Compressive Strength Of 58 N /Sqmm Modulus Of Elasticity 900 N/Sqmm And Resisitence To Spread Of Flame Of Class A Category With Property Of Being Termite / Borer Proof , Water Moisture Proof And Fire Retaident And Fixed In Position With And Including Ms Hold Fast Lugs / Ss Dash Fastner Of Required Dia And Length With And Including Supply And Fixing (03 Nos Per Frame ) 100 Mm Long Ss Butt Hinges Complete All As Specified And As Directed By Engineer-In- Charge. 53 Supply & Fixing Factory Made Single Extruded Wpc ( Wood Polymer Composite ) Solid Plain Flush Door Shutter Of 30 Mm Thick , Size Comprising Of Virgin Polymer Of K Value 58-60 (Suspension Grade ), Calcium Carbonate And Nautral Fibers ( Wood Powder / Rice Husk / Wheat Husk ) And Non Toxic Additives (Maximum Toxcity Index Of 12 For 100 Gms ) Having Minimum Density Of 650 Kg /Cum And Screw Withdrawl Strength Of 1800 N (Face ) & 900 N (Edge) Minimum Compressive Strength Of 50 N /Sqmm Modulus Of Elasticity 850N/Sqmm And Resisitence To Spread Of Flame Of Class A Category With Property Of Being Termite / Borer Proof , Water Moisture Proof And Fire Retardant And With And Including Supply & Fixing Of 02 Nos (Per Leaf) Ss 150Mm Long Tower Bolt, Supply & Fixing Of 02 Nos (Per Door) Ss 300Mm Long Sliding Bolt With And Including Supply & Fixing Of 02 Nos (Per Leaf) Stainless Steel 150Mm Long Handle Complete All Specified And Directed By Engineer -In-Charge. 54 Supply & Fixing Factory Made Single Extruded Wpc ( Wood Polymer Composite ) Solid Decorative Flush Door Shutter Of 30 Mm Thick , Size Comprising Of Virgin Polymer Of K Value 58-60 (Suspension Grade ), Calcium Carbonate And Nautral Fibers ( Wood Powder / Rice Husk / Wheat Husk ) And Non Toxic Additives (Maximum Toxcity Index Of 12 For 100 Gms ) Having Minimum Density Of 650 Kg /Cum And Screw Withdrawl Strength Of 1800 N (Face ) & 900 N (Edge) Minimum Compressive Strength Of 50 N /Sqmm Modulus Of Elasticity 850N/Sqmm And Resisitence To Spread Of Flame Of Class A Category With Property Of Being Termite / Borer Proof , Water Moisture Proof And Fire Retardant And With And Including Supply & Fixing Of 02 Nos (Per Leaf) Ss 150Mm Long Tower Bolt, Supply & Fixing Of 02 Nos (Per Door) Ss 300Mm Long Sliding Bolt With And Including Supply & Fixing Of 02 Nos (Per Leaf) Stainless Steel 150Mm Long Handle Complete All Specified And Directed By Engineer -In-Charge. 55 Supply & Fixing Factory Made 30Mm Thick Solid Wpc ( Wood Polymer Composite ) Wiremesh Door Shutter Of Required Size Comprising Of Virgin Pvc Resin Of K Value 57-60 ( Suspension Rade ), Calcium Carbonate And Natural Fibers ( Wood Powders/ Rice Husk/ Wheat Husk ) And Non Toxic Additives, Made From Extrusion Process Wpc Foam Sheet Single Extruded ( Inner ) With Having Minimum Density Not Less Than 650 Kg/Cum , Having Good Screw Holding Capacity ( Screw Withdrawal Strength Of 2000 N ( Face ) & 1100 N ( Edge ), Minimum Compressive Of 50 N/Mm2, Modulus Of Elasticity 850N/Mm2 And Resistance Of Spread Of Flame Of Class A Category With Property Of Being Termite/ Borer Free.Water/ Moisture Proof And Fire Retardant. Pvc Foil Of Minimum 14 Microns Thick Of Approved Design Pasted On Both Faces Of Shutter For Fixing Mosquito Mesh And Xtn Aluminium Mesh Together On Panel Area Of Door Except Stiles And Rails To Be Panelled With And Including Mesh With Self Tapping Round Headed Scresws At Required Distance, Screws And Edges Covered With Feathered Pvc Edge Beading All Around Of Mesh And Fixing Stainless Steel Butt Hinges Of Required Size With Necessary Full Body Threaded Star Headed Counter Sunk Ss Screws With And Including 03 Nos Door Stainless Steel Butt Hings 100Mm Long With Stainlessd Steel Screws For Each , 02 Nos Stainless Steel Barrel Tower Bolts Of Extrude Section, 150Mm Long (Isi Marked), 2 Nos Stainles Steel Handles, 125 Mm Long, (Isi Marked) , 01 No. Of Helical Door Spring Of 300 Mm Length Complete All As Specified And As Directed By Engineer-In-Charge. Note: 1. Material Test Certificate Of All The Items And Authentication Should Be Compulsory Provided By The Manufacturing Company 2. The Rate Of 03 Nos Door Stainless Steel Butt Hings 100Mm Long With Stainlessd Steel Screws For Each , 02 Nos Stainless Steel Barrel Tower Bolts Of Extrude Section, 150Mm Long (Isi Marked), 2 Nos Stainles Steel Handles, 125 Mm Long, (Isi Marked) , 01No. Of Helical Door Spring Of 300 Mm Length Is Inclusive In This Item And Nothing Shall Be Paid Extra On This Item..3. The Rate Of Mosquito Mesh And Xtn Aluminium Mesh Is Included In This Item And Nothing Shall Be Paid Extra On This Account. 56 Supply And Fixing Factory Made Upvc White Colour Casement (Openable) Window (Area Exceeding 1.00 Sqm But Not Exceeding 2.00 Sqm Each) Made Of Extruded Profiles With Wall Thickness Of 2.3Mm ( + – 0.2Mm). Window Profile With Hollow Section With Multi Chamber, Frame (60Mm X 58Mm), Sash (60Mm X 73Mm), T Profile (One Vertical Length In Between Two Shutters) (60Mm X 74Mm), Glazing Bead (35Mm X 20Mm) Will Be Mitered Cut And Fusion Welded At All Corners, Including Drilling Of Holes For Fixing Hardware And Drainage Of Water Etc., Making Arrangement For Fixing Of Hardware. Epdm Gasket 1.2 +– 0.2Mm Thick, Galvanized Steel Frame (28Mm X 21.5Mm), Sash (31Mm X 27.5Mm). T Profile (27Mm X 17Mm) To Be Inserted In Required Profile, Frame Will Be Fixed To The Wall With 8 Mm X 100Mm Long Fasteners. Hardware: [Casement Handle Made Of Zinc Alloyed (White Powder Coated), But Hinges OfZinc Alloyed (White Powder Coated), Transmission Gear Made Of Mild Steel With Multi Point Locking System] And 5Mm Thick Glazing With Selected Quality Glass.(Note: The Unit Rate Quoted By Contractor Excludes Cost Of Glass And Includes All Other Connected Accessories. Net Opening Will Be Measured For Payment Purpose.) 57 Material And Labour For 75 Mm Thick Pcc 1:3:6 , Type C-1 Using 20 Mm Graded Stone Aggregate As In Plinth Protection, Finishing The Surface Even And Smooth Without Using Extra Cement Complete All As Specified And As Directed By Engineer-In- Charge. 58 Material And Labour For 75 Mm Thick Pcc 1:3:6 , Type C-2 Using 40 Mm Graded Stone Aggregate As In Plinth Protection, Finishing The Surface Even And Smooth Without Using Extra Cement Complete All As Specified And As Directed By Engineer-In- Charge. 59 Demolition And Breaking Up Drain Pipes (Salt Glazed Ware, Ac Or Reinforced Concrete)Of Any Dia Set In Cement Laid In Trenches Incl All Fittings & Accessorises Complete All As Specified And As Directed By Engineer-In- Charge. 60 Supply & Fixing For 4 Mm Thick, Sheet Glass Ordinary Quality And Glazing With Oil Putty In Square Not Exceeding 0.5 Sqm In Each Pane Complete All As Specified And As Directed By Engineer-In- Charge. 61 Supply & Fixing 4.0 Mm Thick Figured Glass Pin Head Type And Glazing With Oil Putty In Square N.Exc 0.5 Sqm In Each Pane Complete All As Specified And Directed 62 Supply & Fixing 5.5 Mm Thick, Sheet Glass Ordinary Quality Not Exceeding 0.50 Sqm In Each Pane Complete All As Specified And As Directed By Engineer-In- Charge. 63 Supply & Fixing 5.5 Mm Thick, Sheet Glass Ordinary Quality Exceeding 0.50 Sqm In Each Pane Complete All As Specified And As Directed By Engineer-In- Charge. 64 Material And Labour For Providing And Fixing Aluminium Work With Polyester Powder Coated Aluminium ( Minimum Thickness Of Polyester Powder Coating 50 Micron For Doors, Windows, Ventilators And Partitions With Extruded Built Up Standard Tubular Sections/Appropriate Z Sections And Other Sections Of Approved Make Conformikng To Is:733 And Is :1285, Fixing With Dash Fasteners Of Required Dia And Size,Including Necessary Filling Up The Gaps At Junctions I.E At Top , Bottom And Sides With Required Epdm Rubber / Neoprene Gasket Etc. Aluminium Sections Shall Be Smooth , Rust Free, Straight, Mitred And Jointed Mechanically Wherever Required Including Aluminium Cleat Angle, Aluminium Snap Beading For Glazing/ Paneling , C.P. Brass/ Stainless Steel Screws, All Complete All As Specified And Directed By Engineer-In-Charge .Note :- (I) Weight Of Aluminium Sections , Aluminium Cleat Angles , Aluminium Butt Hinges, Aluminium Handles , Aluminium Tower Bolts , Aluminium Peg Stays & Aluminium Snap Beading Shall Be Physically Ascertained Through A Board Of Officers Convened By Ge And Payment Shall Be Made Only After Ascertaining The Actual Weight Of Aluminium At Site.(Ii) The Rate Of Material And Labour For Providing The Epdm Rubber, Neoprene Gasket , C.P. Brass / Stainless Steel Screws Are Included In This Item And Nothing Shall Be Paid Extra On This Account. (Iii) During Considering The Weight Of Aluminium Sections , Aluminium Cleat Angles , Aluminium Butt Hinges, Aluminium Handles , Aluminium Tower Bolts , Aluminium Peg Stays & Aluminium Snap Beading , The Weight Of Epdm Rubber, Neoprene Gasket , C.P. Brass/ Stainless Steel Screws Shall Not Be Considered For Measurments And Payments. Only The Weight Of The Aluminium Sections , Aluminium Cleat Angles, Aluminium Butt Hinges, Aluminium Handles , Aluminium Tower Bolts , Aluminium Peg Stays & Aluminium Snap Beading Shall Be Considered And Measurment And Payment Shall Be Made Accourdingly.(Iv) During The Weight Of Aluminium Sections , Aluminium Cleat Angles , Aluminium Butt Hinges, Aluminium Handles , Aluminium Tower Bolts , Aluminium Peg Stays & Aluminium Snap Beading ,The Weight Of Polyester Powder Coating 50 Micron Shall Not Be Considered For Weight But The Rate Of Material And Labour For Providing Polyester Powder Coating 50 Micron Is Included In This Item And Nothing Shall Be Paid Extra On This Account. (V) Glazing /Paneling And Wire Mesh Shall Be Measured And Paid Seperately. (V)The Board Shall Be Duly Countersigned By Ge Shall Enclosed With Final Bill . 65 Supply & Fixing Stainless Steel Wire Cloth 0.36 Mm Nominal Dia Of Wire And Average Width Of Aperture 1.4Mm And Fixed With Tinned Tacks To Stainless Steel Wire Staple Complete All As Specified And As Directed By Engineer-In-Charge. 66 Supply & Fixing Galvanised Ms Wire Cloth 0.36 Mm Nominal Dia Of Wire And Average Width Of Aperture 1.4Mm And Fixed With Tinned Tacks To Galvanised Ms Wire Staple Complete All As Specified And As Directed By Engineer-In-Charge. 67 Material And Labour For Providing And Laying Premium (1St Quality) Straight Edge,Stain Free, Glooss Finish, Square Marbonite Double Charged Vitrified Tiles Size In 600Mm X 600Mm X 9Mm To 10Mm Thick As In Floors Etc. Shade As Approved By Ge , Set And Jointed With Using Spacer And Approved High Polymer Modified, Grey Cement-Based Tile Adhesive Suitable For Fixing Medium Format Tile/Stone In Walls/Floor Conforms To Is 15477 : 2019 Type 2T “Adhesives For Use With Ceramic, Mosaic And Stone Tiles” Conforms To En 12004: 2017 And Is A Normal Cementitious Adhesives (C1) With Slip Resistance (T) Of Class C1 And Necessary Grouting As Per Manufacturer’S Instruction, Completed All As Specified And Directed By Engineer-In-Charge. 68 Supply And Fixing Anodised Aluminium Snap Grid Frame Work For False Ceiling 605Mm X 605 Mm Etc Complete All As Specified And As Directed By Engineer-In-Charge. 69 Supply And Fixing False Ceiling At All Heights With Grg (Glass Fibre With Reinforced Gypsum) False Ceiling Tiles Of Size 595 X 595 Mm Of Approved Tecture Design And Patterns Having Moisture Content Less Than 2% Humidity Resistance Of 99%, Nrc 0.50 To 0.75 As Per Is 8225:1987, Noncombustible As Per Bs 476 (Part 4)- 1970 And Light Reflectance Of 85%D (Minimum) To Be Laid In True Horizontal Level Suspended On Inter Locking Metal T-Grid Of Hot Dipped Galvanisezed Iron Section Of 0.33Mm Thick (Galvanized @ 120 Grams Per Sqm Including Both Sides) Comprising Of Main T Runners Of Size 15 X 32 Mm Of Length 3000 Mm, Cross-T Of Size 15 X 32Mm Of Length 1200Mm And Secondary Intermediate Cross T Of Size 15 X 32 Mm Of Length 600Mm To Form Grid Module Of Size 600 X 600Mm, Suspended From Ceiling Using Galvanised Mild Steel Items (Galvanizing @ 80 Grams Per Sqm) I.E 50 Mm Long, 8 Mm Outer Diameter M-6 Dash Fasteners, 6Mm Dia Fully Threaded Hanger Rod Upto 1000 Mm Length And L Shape Level Adjuster Of Size 85 X 25 X 2Mm. Galvanized Iron Perimeter Wall Angle Of Size 24 X 24 X 0.40Mm Of Length 3000 Mm To Be Fixed On Periphery Wall I Partition With Help Of Plastic Rawl Plugs At 450 Tiles Fully Center To Center And 40Mm Long Dry Wall Wodd Screws. The Work Shall Be Carried Out As Per Specifications, Drawing And As Per Directions Of The Engineer-In-Charge. 70 Material And Labour Anodised Aluminium Frame For Doors, Windows, Ventilators With One Or More Rebates Including Joining Cleat For Fixing Etc. Omplete All As Specified And As Directed By Engineer-In-Charge. 71 Material And Labour For Providing And Fixing Aluminium Work With Polyester Powder Coated Aluminium ( Minimum Thickness Of Polyester Powder Coating 50 Micron For Doors, Windows, Ventilators And Partitions With Extruded Built Up Standard Tubular Sections/Appropriate Z Sections And Other Sections Of Approved Make Conformikng To Is:733 And Is :1285, Fixing With Dash Fasteners Of Required Dia And Size,Including Necessary Filling Up The Gaps At Junctions I.E At Top , Bottom And Sides With Required Epdm Rubber / Neoprene Gasket Etc. Aluminium Sections Shall Be Smooth , Rust Free, Straight, Mitred And Jointed Mechanically Wherever Required Including Aluminium Cleat Angle, Aluminium Snap Beading For Glazing/ Paneling , C.P. Brass/ Stainless Steel Screws, All Complete All As Specified And Directed By Engineer-In-Charge .Note :- (I) Weight Of Aluminium Sections , Aluminium Cleat Angles & Aluminium Snap Beading Shall Be Physically Ascertained Through A Board Of Officers Convened By Ge And Payment Shall Be Made Only After Ascertaining The Actual Weight Of Aluminium At Site.(Ii) The Rate Of Material And Labour For Providing The Epdm Rubber, Neoprene Gasket , C.P. Brass / Stainless Steel Screws Are Included In This Item And Nothing Shall Be Paid Extra On This Account. (Iii) During Considering The Weight Of Aluminium Sections , Aluminium Cleat Angles & Aluminium Snap Beading , The Weight Of Epdm Rubber, Neoprene Gasket , C.P. Brass/ Stainless Steel Screws Shall Not Be Considered For Measurments And Payments. Only The Weight Of The Aluminium Sections , Aluminium Cleat Angles & Aluminium Snap Beading Shall Be Considered And Measurment And Payment Shall Be Made Accordingly.(Iv) During The Weight Of Aluminium Sections , Aluminium Cleat Angles & Aluminium Snap Beading ,The Weight Of Polyester Powder Coating 50 Micron Shall Not Be Considered For Weight But The Rate Of Material And Labour For Providing Polyester Powder Coating 50 Micron Is Included In This Item And Nothing Shall Be Paid Extra On This Account. (V) Powder Coated Butt Hinges, Aluminium Handles, Aluminium Tower Bolts & Aluminium Peg Stays Shall Be Measured And Paid Seperately Under Respective Itmes Of ScheduleA Boq.(V) Glazing /Paneling And Wire Mesh Shall Be Measured And Paid Seperately. (Vi)The Board Shall Be Duly Countersigned By Ge Shall Enclosed With Final Bill 72 Material And Labour Anodised Aluminium Grill (Anodised Transparent Of Dyed To Required Shade According To Is: 1868 With Minimum Anodic Coating Of Grade Ac 15) Of Approved Design/Pattern, With Approved Standard Section And Fixed To The Existing Window Frame With C.P. Brass/Stainless Steel Screws @ 200 Mm Centre To Centre, Including Cutting The Grill To Proper Opening Size For Fixing And Operation Of Handles And Fixing Approved Anodised Aluminium Standard Section Around The Opening, All Complete As Per Requirement And Direction Of Engineer-In-Charge. 73 Taking Up Or Down Galvanised Steel Water Tubing (Gi Pipe) 15Mm Bore Including Fitting/Connection From Wall/Ceiling/Floor/Concealed Etc. Complete All As Specified And As Directed By Engineer-In-Charge. 74 Taking Up Or Down Galvanised Steel Water Tubing (Gi Pipe) 20Mm Bore Including Fitting/Connection From Wall/Ceiling/Floor/Concealed Etc. Complete All As Specified And As Directed By Engineer-In-Charge. 75 Supply And Fixing 16 Mm Bore Cpvc Pipe Sdr 11 With And Including Cpvc Sdr 11 Fittings And Fixed To Walls & Ceilings Or Laid In Floors, Complete Complete All As Specified And As Directed By Engineer-In-Charge 76 Supply And Fixing 20 Mm Bore Cpvc Pipe Sdr 11And Plain Cpvc Sdr 11 Fitting With All Fitting And Fixed To Walls & Ceilings Or Laid In Floors, Including Taking Down Unservicable Existing Gi Tubing Of 20Mm Bore And Fittings Complete Complete All As Specified And As Directed By Engineer-In-Charge. 77 Supply And Fixing 25 Mm Bore Cpvc Pipe Sdr 11And Plain Cpvc Sdr 11 Fitting With All Fitting And Fixed To Walls & Ceilings Or Laid In Floors, Including Taking Down Unservicable Existing Gi Tubing Of 20Mm Bore And Fittings Complete Complete All As Specified And As Directed By Engineer-In-Charge. 78 Material And Labour For Cutting Chases In Brick Wall , Pinning In. Making Good To Facings Where Required And Pointing In Cement Mortar 1:3 Or Pcc 1:2:4 To Ends Or Edges Of Landings, Steps, Cills, Sunshades, Shelves, Lintels, Etc.; And Cutting Chases For Concealed Water Tubing Or Concealed Conduit Wiring, Etc., And Making Good, Cutting Exc 10 Cm But Not Exc 20 Cm Girth Complete All As Specified And As Directed By Engineer-In- Charge.. 79 Supply And Fixing In Repair Brass Chromium Plated Wall Mixer For Mixing Hot & Cold Water Screwed Down, Screwed For 15Mm Bore Pipe Or For Brass Ferrule Complete All As Specified And As Directed By Engineer-In-Charge. 80 Supply And Fixing In Repair Bib Taps Cost Copper Alloy With Crutch Or Butterfly Handle , Screwed Down , Chromium Plated Screwed For Iron Pipe Or Brass Ferrul For 15Mm Bore Dia Pipe Complete All As Specified And Director. 81 Supply And Fixing In Reapir 15Mm Bore Bib Tap, Long Body, Fancy Type, Chromium Plated, Cast Copper Alloy With Crutch Or Butterfly Handle, Screwed Down, Screwed For Iron Pipe Or For Brass Ferrule Complete All As Specified And As Directed By Engineer-In-Charge. 82 Supply And Fixing In Repair 15Mm Bore Stop Valves, Fancy Type, Chromium Plated With Long Shank And Cup (Concealed Type) Cast Copper Alloy, Screwed Down, High Pressure, With Crutch Or Butterfly Handle, Screwed Both Ends For Iron Pipe Or For Unions And Fixed For Iron Pipe Or For Brass Ferrule Complete All As Specified & Directed By Engineer-In-Charge. 83 Supply And Fixing In Repair Angular Stop Cock With Wall Flange, Fency Type Chromium Plated Cast Copper Alloy Screwed Down, High Pressure, Screwed One Ends For 15Mm Bore Of Iron Pipe Or For Union And Fixed In Position Complete All As Specified & Directed By Engineer-In-Charge. 84 Supply And Fixing In Repair Vitreous China Wash Hand Basin, White, Flat Back, Size 450Mm X 300 Mm Including Cast Iron Cantilever Bracket With And Including 32 Mm Dia Brass Waste Coupling And With And Including Fixing Of Waste Fitting And Union Complete All As Specified And As Directed By Engineer-In-Charge. 85 Supply And Fixing In Repair Ptmt Mirror Cabinet Of Size 380Mm X 450Mm Best Quality Confirming Ot Sample Kept In GeS Office Complete All As Specified And Directed By Engineer-In-Charge. 86 Supply And Fixing In Replacement Sink With Drainage Board Made Of Stainless Steel 1 Mm Thick Kitchen Or Laboratory With Plugs, Washers And Wastes; Including Bedding In Cement Mortar To Dwarf Wall Or Including Fixing Cantilever Brackets And Connecting Union To Pipe Overall Size 915Mm X460Mm Bowl Size 410Mm X330Mm X160Mm Complete All As Specified And As Directed By Engineer-In-Charge. 87 Supply & Fixing In Replacement Brass Cp Mixer For Mixing Hot & Cold Water Screwed Down For Iron Pipe And Fixed For Iron Pipe 15Mm Bore Complete All As Specified And As Directed By Engineer-In-Charge. 88 Supply And Fixing In Repair Stainless Steel Plate Rack Of Size 900Mm X 600Mm X 250Mm And Thickness Of Stainless Steel Strip Of 1Mm Fixed On Wall Etc. Complete All As Specified And Directed . 89 Material And Labour For Cutting Holes In Brick Walls Built In Cement Mortar (Not Exceeding Half Brick) For Inserting Hold Fast And Making Good Dismantled Portion In Cm 1:3 Or Cement Concrete 1 : 2 : 4 , Type B1 As Required , Depth Of Embedded Portion Exceeding Half Brick Walls And Not Exceeding One Brick Of Hold Fast Or Lugs Measured From The Face Of The Jamb Into Walls Complete All As Specified And As Directed By Engineer-In- Charge. 90 Material And Labour For In Repair Vitreous China Wash Down Water Closet Pan Wall Hanging Single Piece (With And Including Flushing Cistern Ewc) P Trap, With And Including White Coloured Closed Pattern Plastic Seat Cover, Hand Faucet , With And Including Mild Steel Chromium Plated Or Aluminised Hinging Device Complete All As Specified And As Directed By Engineer-In- Charge. 91 S & F In Repairs Cp Stainless Steel Grating (With Or Without Waste Hole), 125Mm Size, Fixed On Floor/Nahani Gully Trap Traps Etc Complete All As Specified And Directed. 92 S&F In Repair 25Mm Dia And 1Mm Thick Stainless Steel Drapery Rod Including With Bracket / Wall And Other Side Fancy Knobs At Both Ends As Approved By Engineer-In-Charge/Ge Including Taking Down Old Existing Rod/Pelmet With Accessories Complete All As Specified. 93 Supply And Fixing Cp Brass Fancy Type Corner Glass Shelf (25Cm/30Cm ) With Cp Brass Bracket & Railing Etc. Complete All As Specified And As Directed By Engineer-In- Charge. 94 Supply And Fixing In Repair Stainless Steel, Chromium Plated, Decorative Type, Soap Dish Holder Of Approximate Size 160Mm X 160Mm X 90 Mm Fixed To Wall With Rubber Plugs Complete All As Specified And As Directed By Engineer-In-Charge. 95 Supply & Fixing In Replacement Brass Chromium Plated Tubular Towel Rail 20Mm Dia D Type, 600Mm Long Between Flanges Fixed To Plug , Bracket With Chromium Plated Brass Screws Complete All As Specified And Directed By Engineer-In-Charge. 96 Supply And Fixing 110 Mm Bore Of Pipe Pvc (Swr) Type B Pipes Single Socket 6 Kg/Sq Cm In Any Length With Stack Clamps Made Out Of 50Mm By 5 Mm Flat Iron And 16Mm Dia Round Iron Stays, Including Bolts And Nuts And Securing Ends Of Stays To Wall At A Distance Of 100-120Mm Away From Walls Complete All As Specified And As Directed By Engineer-In- Charge. Including Taking Down Old Ac Eaves Gutters And Rainwater Pipes ( Of Any Size And Pattern), Including All Fittings, Compete All As Specified And As Directed By Engineer - In-Charge. 97 Supply & Fixing 110 Mm Bore Of Pipe Pvc (Swr) Type B Ring Fit Pipes Single Socket In Any Length With Stack Clamps As Shown In Btd Drg No. 916 Sheet 1/4 To 4/4 And Btd-917 Sheet Sheet 1/1 Of Stays To Wall At A Distance Of 100-120Mm Away From Walls Complete All As Specified And As Directed By Engineer-In- Charge Including Taking Down Old Ac Eaves Gutters And Rain Water Pipes ( Of Any Size And Pattern) Including All Fittings, Compete All As Specified And As Directed By Engineer - In-Charge. 98 Dismantling And Disconnecting Of Existing Ci Soil Vent Pipe 100 Mm Bore Fixed To Wall,Laid In Trenches Incl All Fittings & Accessories Complete All As Specified And Directed. 99 Dismantling And Disconnecting Of Existing Ci Soil Vent Pipe 75 Mm Bore Fixed To Wall,Laid In Trenches Incl All Fittings & Accessories Complete All As Specified And Directed. 100 Supply And Fixing 110 Mm Bore, Pvc (Swr) Fittings Type -B Such As Bends, Tee, Shoe Etc; Fixed To Pvc Pipes, Compete All As Specified And As Directed By Engineer - In-Charge. 101 Supply & Fixing 110Mm Bore Pvc (Swr) Pipes Single Socketed In Any Length With Rubber Ring Joints Laid In Trenches Or In Floors Complete All As Specified And As Directed By Engineer-In- Charge. 102 S&F 110 Mm Bore Of Pvc (Swr) Bends And Tee, Type - B Of Any Radius / Shoe With Access Door Fixed To Pvc Pipes Complete All As Specified And Directed. 103 S&F 75 Mm Bore Of Pipe Pvc (Swr) Pipes Type - B Single Socket In Any Length With Rubber Ring Joint Fixed To Walls With Ms Clamps Of F1 25X2Mm Complete All As Specified And Directe 104 S&F 75 Mm Bore Of Pipe Pvc (Swr) Pipes Type - B Double Socket In Any Length With Rubber Ring Joint Fixed To Walls With Ms Clamps Of F1 25X2Mm Complete All As Specified And Directe 105 S&F 75 Mm Bore Of Pvc (Swr) Bends & Tee, Type - B Of Any Radius / Shoe With Access Door Fixed To Pvc Pipes Complete All As Specified And Directed. 106 S&F In Repairs Pvc (Swr) Gully Trap Of Size 150 X 150 Mm, Square Or Round Mouthed, Type P Setting And Jointing With Solvent Cement Complete All As Specified And Directed. 107 Supply And Fixing In Repair Pvc (Swr) Type -B Floor Trap Any Type (Q, S, P), 110/75Mm Dia With Grating Including Jointing To Waste Pipe Fixed In Cement Concrete (1:2:4) Type B-1 Using 20Mm Graded Stone Aggregate Complete All As Specified And Directed By Engineer-In- Charge. 108 Supply And Fixing In Replacement 10 Litres Capacity Pvc Valveless Syphonic Action Type Low Level Flushing Cistern White With Inlet, Ball Valve, Float, Handle Including Brackets And 32Mm Dia Pvc Flush Pipe Complete All As Specified And Directed By Engineer-In-Charge. 109 S&F In Repair Vitreous China Wash Basin, White, Oval Type , Size 450 Mm X 300 Mm Fixed On And Including Cast Iron Cantilever Bracket, 32 Mm Dia Brass Waste Coupling And Including Fixing Of Tap, Waste Fitting And Union Complete All As Specified And Directed. 110 Supply & Fixing In Repair Chromium Plated Square Shower Rose 200Mm X 200Mm Size, With Or Without Swivel Joints, Any Size, Including Fixing To Steel Pipe Or Union For 15Mm Bore Of Pipe Complete All As Specified And As Directed By Engineer-In-Charge. 111 Supply & Fixing In Repair Pvc Connections 15Mm Size With Brass Nuts Of Length 450Mm Complete All As Specified And As Directed By Engineer-In-Charge. 112 Supply & Fixing In Repair Pvc Waste Pipe With Socket Suitable For Connection To Waste Fittings Of 32/40Mm Dia, And Of Length Minimum 75 Cm Complete All As Specified And As Directed By Engineer-In-Charge. 113 Supply And Fixing In Replacement Three Layers 500 Litre Hdpe Water Storage Tanks Polyproof. White In Colour Rotational Moulded Polyethylene (Cylindrical Vertical With Closed Top) Hoisted And Fixed In Position Including Supply And Fixing Of Suitable Size Inlet/Outlet Arrangement & Other Accessories Complete All As Specified And As Directed By Engineer-In-Charge. 114 Supply And Fixing In Replacement Three Layers 1000 Litre Hdpe Water Storage Tanks Polyproof. White In Colour Rotational Moulded Polyethylene (Cylindrical Vertical With Closed Top) Hoisted And Fixed In Position Including Supply And Fixing Of Suitable Size Inlet/Outlet Arrangement & Other Accessories Complete All As Specified And As Directed By Engineer-In-Charge. 115 Supply And Fixing In Repair Ball Valve High Pressure Of Ptmt With Epoxy Coated Aluminium Rod And High Density Plastic Ball Screwed For Iron Pipe Of Size 20 Mm Bore (Minimum Weight 20Mm-210 Gram) Complete All As Specified And As Directed By Engineer-In- Charge. 116 Supply & Fixing In Repair Gun Metal, Globe Or Gate Valve (Isi Marked), Brass Cast Copper Alloy, With Iron Wheel Head, Screwed Both Ends Suitable For 20Mm Bore Iron Pipes Complete All As Specified And As Directed By Engineer-In-Charge. 117 Supply & Fixing In Repair Gun Metal, Globe Or Gate Valve (Isi Marked), Brass Cast Copper Alloy, With Iron Wheel Head, Screwed Both Ends Suitable For 25Mm Bore Iron Pipes Complete All As Specified And As Directed By Engineer-In-Charge. 118 Supply And Fixing In Replacement Bevelled Edge Mirror Selected Quality 5Mm Thick Glass Mounted And Fixed To With Chromium Plated Brass Screws And Cup Washers, With And Including Pvc Frame Around Made Of Pvc Channel, Complete All As Specified And Directed By Engineer-In-Charge. 119 Supply And Fixing In Repairs Sheet Glass Shelf Assembly Consisting Of 5.5Mm Thick Sheet Glass Shelf 12Cm Wide With Chromium Plated Bracket Guard And Railing 60Cm Long Complete All As Specified And As Directed By Engineer-In- Charge. 120 Roughening Surfaces Of Old Concrete Floor By Picking, Sweeping Clean And Washing Down With Water To Remove Dust, Etc. Complete All As Specified And As Directed By Engineer-In-Charge. 121 Dismantling Floor, Hearth Or Wall Tiling Including Cement Mortar Bedding (But Not Backing), Removing Serviceable Tiles To Store And Rubbish Off The Permises Etc. Complete All As Specified And Directed By Engineer-In-Charge. 122 M&L For Pcc (1:2:4) Type B-1, Using 20 Mm Graded Stone Aggregate As In Floor Surface Finished Fair 30 Mm Thick Below Tiles Complete All As Specified And Directed. . 123 M & L Non-Skid Coloured Ceramic Tiles 7 To 8 Mm Thick (Square/ Rectangular) Area Of Each Tile Exceeding 0.11 Sqm But Not Exceeding 0.18 Sqm, In Floors Etc. Set And Jointed In Neat Cement Slurry And Pointed In White Or Coloured Cement To Match Over & Including 15Mm Thick Screed In Cm 1:6 Complete All As Specified And Directed. 124 Material And Labour 25Mm Thick Cement Concrete Type B-1, 1:2:4 (12.5 Mm Graded Stone Aggregate) As Floors, Sub-Floors Etc And Finishing Surfaces Of Concrete Topping As Even & Fair Or Even & Rough To Receive The Topping Layer Complete All As Specified And Directed By Engineer-In-Charge. 125 Material And Labour For Double Charge Vitrified Ceramic Tiles ,Stain Free, Having Size Not Less Than 600X300Mm And 8 Mm Thick, Premium (1St Quality) Straight Edge, Colour As Approved By Ge , As In Vertical Surfaces Such As Skirting , Set And Jointed In Neat Cement Slurry And Laid Over And Including 10 Mm Thick Rendering In Cement Mortar 1:4 Complete All As Specified And As Directed By Engineer-In- Charge. 126 Material And Labour Granite (Of Any Type) Work (Table Rubbed And Polished) As In Steps, Pillars,Win Dow-Cills, Cooking Platforms And Like In Laid Over And Including 15 Mm Thick Screed In Cement Mortar (1:4) And Pointing In White Cement (1:2) Using Marble Dust With Admixture Of Pigment To Match With Marble Shade And Roundening To The Edge Of Stone Slabs On Edges Etc. Complete All As Specified And As Directed By Engineer-In-Charge. 127 Dismantling Stone Slabs And Tiles Of Any Description Or Thickness In Floors, Aprons Etc Laid Dry Or Bedded And Pointed In Any Mortar Complete All As Specified And As Directed By Engineer-In-Charge. 128 Demolition Of Cement Concrete Reinforced Of Any Discription And In Any Position, Including Reinforcement Cut As Required To Facilitate And Including Removing Rubbish Material From Building And Thrown In Low Lying Empty Area (As Per Direcction Of Age/Je) At Any Distance Upto 500 Metres From The Site Complete All As Specified And As Directed By Engineer-In-Charge. Note:The Weight Of Scrap Iron For Schedule Of Credit Shall Be Ascertain By Boo As Ordered By Ge.The Copy Of Boo Duly Countersinged By Ge Shall Be Enclosed With Final Bill. 129 Material And Labour For Reinforced Cement Concrete, Nominal Mix,1:2:4, Type-B1, Using 20 Mm Graded Stone Aggregate As In Slabs Supported On Walls, Beams And Columns In Floors, Roofs, Landings, Balconies, Canopies, Deck Slabs And In Shelves And The Like Including Proper Compaction By Using Mechanical Viberator Complete All As Specified And Directed. Note : Reinforcement And Form Work Shall Be Measured And Paid For Separately Under Appropriate Item Of This Schedule. 130 Supply And Fixing Pvc (Hdpe) Swr, 110 Mm Bore, Single Socketed In Any Length With Rubber Ring Joints Using Solvent As Per Manufacture Instruction, Fixed To Walls Complete All As Specified Including Fixing Of Pipe To Wall With Flat Irons Clamps Of Size 25 X 3 Mm, Bolts, Washers, Nuts, Nails Etc, After Taking Down Existing Damaged Rain Water Pipe Complete All As Specified And Directed 131 Material & Labour For In Repair 75 Mm Dia Pvc (Swr) Floor Trap Type B , Plain With Grating Including Jointing With Solvent Complete All As Specified And Directed By Engineer-In-Charge. 132 Material & Labour For 100 Mm Dia Pvc (Swr) Floor Trap Type B , Plain With Grating Including Jointing With Solvent Complete All As Specified And Directed By Engineer-In-Charge. 133 Material And Labour For Water Proofing Tratment To Roof / Terrace (Material Of Water Proof Treatment As Approved By Ge) Single Component, Acrylic Based, Flexible, Micro Fibre Reinforced Waterproofing And Heat Reflective Coating System. The Treatment Shall Be Carried Out As Per The Manufacturers Instructions And Shall Include The Followings:(A) Preparation Of Substrate And Cleaning It Off All Loose And Triable By Mechanical Means(B) Open The Cracks Lines To Form , V Grooves With Cutter/Hammer/Chisel Up To 5-10Mm And Filling With Crack Filler And Pu Sealant.(C) Application Of Primer Coat @ 0.2 To 0.3 Kg/ Sqm Followed By The First Coat @ 0.75Kg/ Sqm.(D) The Second Coat Shall Be Applied @ 0.75 Kg / Sqm And Reinforced With Fabric Re-Inforcement Between The First And Second Coat.(E) The Top Coat Of Primer Shall Be Applied After The Second Coat Dries Off @ 0.05-0.08 Kg Per Sqm.(F) The Material Shall Adhere To Following Specification. Technical Specification Of Materialtensile Strength 1.5 Mpa Astm D412Elongation At Break > 200% Astm D412Adhesion In Peel > 1.5 Mpa (On Concrete Substrate) En 1542Crack Bridging Ability Passes Upto 3.2Mm Width Astm C1305Permeability To Water Vapour Passes Is 2645Water Vapour Transimission ~ 23 G/M²/24Hr Astm E96Water Absorption 134 Material And Labour For 40Mm Average Thick Pcc Padding In 1:2:4 Type B-1 (Using 20Mm Graded Stone Aggregates) As In Roof Slab Finishing The Surface Even And Fair Using Liquid Water Proofing Compound Complete All As Specified And Directed. Liquid Water Proofing Compound Shall Be Measured And Paid Separetly As Supply Only Under Appropriate Item Of Schedule A Boq. 135 Material And Labour For Making Benching With Pcc 1:2:4 Type- B0, Using 12.5Mm Graded Stone Aggregates Using With Liquid Water Proof Compound As Per ManufacturerS Instruction Along Side Wall Adjoining To Roof In Concave Shape Complete All As Specified And Directed. Note : Liquid Water Proofing Compound Shall Be Measured And Paid Separetly As Supply Only Under Appropriate Item Of Schedule A Boq. 136 Material And Labour For Cement Concrete 1:2:4 , Type B-2 Using 40 Mm Graded Stone Aggregate As In Foundation Filling And Mass Concrete Complete All As Specified And As Directed By Engineer-In-Charge. 137 Material And Labour For Water Proofing Compound Complete All As Specified And Directed. 138 Supply And Laying Dwcpe (Sn 8) Drain Pipes 150 Mm Nominal Dia As Per Is-16098 (Part-Ii), Laid In Trenches On Bed Including All Accessories/ Fittings/ Jointed Ring, Jointing And Testing Complete All As Specified And As Directed By Engineer-In- Charge.Note:- Excavation , Earth Work, Bedding And Pedestal / Anchorage If Required Shall Be Measured And Paid Separately Under Appropriate Item Of Boq/ Sch A 139 Material And Labour For Pcc (1:3:6) Type C-2 Using 40 Mm Graded Stone Aggregates As In Concrete Bed Of Sgsw Drain Pipes Of 150 Mm Bore, Laid To Required Slope Including Packing Under And Haunching Against The Sides Of Pipes After They Are Laid And Tested Complete All As Specified And As Directed By Engineer-In-Charge. Note :- (I) Thickness Of Concrete Bed Below The Barrel Of Pipe Shall Be 10 Cm. (Ii) Width Of Concrete Bed Shall Be Outer Diameter Of Drain Pipes (Not Of Sockets / Collar) Plus 30Cm. 140 Material & Labour For Antitermite Treatment Along The External Wall Below Concrete Or Masonry Apron Using Chemical Emulsion @ 2.25 Litres Per Linear Metre Including Drilling And Plugging Holes Etc. In Apron/Plinth Etc., Complete All As Specified And As Directed By The Engineer-In-Charge. 141 Material And Labour For Att At Points Of Contact Of Wood Work By Chemical Emulsion (In Oil Or Kerosene Based Solution) @ 0.5 Litre/Hole By Drilling 6Mm Dia Holes At A Downward Angle Of 45 Degree At 150Mm Centre To Centre And Sealing The Same Complete All Sepecified And Directed By Engineer-In-Charge. 142 Material And Labour For Att Of Soil Under Existing Floors Using Emulsion @ One Liter Per Hole, 300Mm Apart Including Drilling And Plugging 12Mm Dia Holes With Cement Mortar 1:2 (1 Cement :2 Coarse Sand) To Match The Existing Floors Complete All Sepecified And Directed By Engineer-In-Charge. 143 Material And Labour For Writing Letters Or Figures (Block,Roman, Italic Ot Indian) Of Any Description, Not Exceeding 30Cm High With Paint Complete All Sepecified And Directed By Engineer-In-Charge. 144 Material And Labour For Cutting Into Existing Manholes For Connecting New Drains, Making Good To Pipe And Rendering, Cutting Out Existing Benching For And Forming Branch Channel (1/2 Round Or 3/4 Section) In Cement Concrete 1:2:4 Type B-L Smooth Finished, And Reforming Benching As Required For Internal Dia Of Pipe In 150 Mm Complete All As Specified And As Directed By Engineer-In-Charge. 145 Taking Down Cement Or Cement Lime Plaster On Brick Or Stone Walls, Etc. Including Raking Out Joints, Hacking For Key, Scrubbing Down With Water, Etc. Complete All As Specified And As Directed By Engineer-In-Charge. 146 Material And Labour For 15Mm Thick Rendering In Cm (1:6) (Internal Surface) On Other Than Fair Faces Of Brick Work Or Concrete Surfaces And Finishing Even & Smooth But Without Using Extra Cement Complete All As Specified And As Directed By Engineer-In-Charge. 147 Material And Labour For Factory Made,Machine Pressed Precast Interlocking Paver Block 60 Mm Thick With Grey Cement And No Pigment, Any Shape And Size, Conforming To Is 15658-2006, Made Out Of M-35 Grade Concrete Laid Over Sand Cushioning Complete All As Specified And As Directed By Engineer-In- Charge. Note: The R Sand Cushioning Shall Be Measured And Paid Seperately Under Appropriate Item Of Schedule A Boq. 148 Dismantling Of Brick Tiles Or Terracing Tiles Single Layer On Roof & Disposal Of Retrieved Material Upto A Distance N.Exc 100M Where Directed, Complete All As Specified And Directed By Engineer-In- Charge. 149 Demolition Of Mud In Roofs, Any Thickness, Including Plastering And Leeping (Whether Full Thickness Removed Or Only A Part Thereof Disposal Off Rubbish Upto A Distance Not Exceedomg 500.00Mtr Where Directed ) Complete All As Specified And Directed By Engineer-In- Charge. 150 Material And Labour For 15Mm Thick Screed Bed Or Bedding Layear In Cement Mortar 1:4 On Roof Surfaces, Parapet Or Vertical Beam Surface (Horizontal Or Vertical) Finishing The Surfaces Even And Fair Complete All As Specified And Directed By Engineer-In-Charge. 151 Supply And Fixing Anodised Aluminium Handle, Fabricated Type 150Mm Long Complete All As Specified & Directed By Engineer-In-Charge. 152 Supply And Fixing Aluminium Anodised Barrel Tower Bolt Of Extruded Section, 200Mm Long Complete All As Specified & Directed By Engineer-In-Charge. 153 Supply & Fixing Aluminium Anodised Sliding Door Bolts 300Mm Long, With Hasp And Staple (Bolt Type) And Fixing Clips Of Sheet, Cast Or Extruded Sections And Fixing Bolts And Sliding Bolts Of Extruded Sections Or Cast-Aluminium Alloy And Fixed Complete All As Specified & Directed By Engineer-In- Charge. 154 Supply & Fixing Factory Made Steel Window Confirming To Is 1038 With Side Hung Shutters Including Projecting Type Hinges, With Steel Handle, Steel Peg Stay, Complete, Dovetailed Welded, With And Including One Shop Coat Of Zinc Chromate Primer Without Glazing Bars Including Making Good As Per Existing Surfaces Complete All As Specified & As Directed By Engineer-In- Charge.Note: The Rate Of One Shop Coat Of Zinc Chromate Primer Is Included In This Item And Nothing Shall Be Paid Extra On This Account. 155 Supply & Fixing Factory Made Steel Window Confirming To Is 1038 With Side Hung Shutters Including Projecting Type Hinges, With Steel Handle, Steel Peg Stay, Complete, Dovetailed Welded, With And Including One Shop Coat Of Zinc Chromate Primer With Glazing Bars Including Making Good As Per Existing Surfaces Complete All As Specified & As Directed By Engineer-In- Charge.Note: The Rate Of One Shop Coat Of Zinc Chromate Primer Is Included In This Item And Nothing Shall Be Paid Extra On This Account. 156 Supply Only 3.00 Mm Thick Sheet Glass Ordinary Quality ,Fixing With Oil Putty To Wooden Or Steel Surface N.Exc 0.5 Sqm Each Complete All As Specified And Directed 157 Material & Labour For Excavating In Post Holes (Or Similar Holes) Each N Exc 0.5 Cu. M, Getting Out, Returning, Filling In And Ramming Earth Or Broken Rubble Mixed With Earth Around, In Layers Not Exceeding 25 Cm, In Soft / Loose Soil Complete All As Specified And Directed By Engineer-In- Charge. Complete All As Specified And Directed By Engr-In-Charge. 158 Supply And Fixing For Mild Steel Screw Bolts 5Mm To 10Mm Dia Of Neck (Machine Made) With Hexagonal Or Square Heads At One End And Screwed The Other, Or Screwed Both Ends, Each Screwed End To Be Fitted With Washers And One Hexagonal Or Square Nut, Length Of Bolt Exc 5Cm But N Exc 10Cm Long Complete All As Specified And Directed By Engr-In-Charge. 159 Supply And Fixing For Pre -Painted Galvalume Aluminium Zinc Coating Gi Based Corrugated Steel Sheet 0.50Mm Thickness Of Any Colour Having Atensile Strength Of 550 Mpa As In Roof Covering Fixed With L Type Or J Type Or Cranked Hook Bolts All As Specified And Directed By Engineer-In-Charge. 160 Material And Labour For Roof Trusses (Framed), Trussed, Purlins, Crane Gantries, Rails And Fastenings And Heavy Bracket Framing (Beam, Tee, Angle, Channel Or Flat Sections) Including Distance Pieces, Cleats Etc Complete All As Specified And Directed By Engr-In-Charge. 161 Material And Labour For Steel Work In Tubular Post 100Mm Dia Including Special Shaped Washer Etc. Complete Using Erw Or Induction Butt Welded Tubes Conforming To I. S.1161- 1979 Grade St.-240 Including Rolled Mild Steel Joist, Channel, Angle, Or Tee Sections, Fixed Independently, Without Connecting Plates, Etc. (Cut To Ordinary Lengths I.E. Within 20Mm Of The Length Indicated Of Gde Fe 410 -S, Complete All As Specified And Directed By Engr-In-Charge. 162 Supply And Fixing In Repairs Magic Eye For Flush/Panelled Door Shutter Etc Complete All As Specified And As Directed By Engineer-In-Charge. 163 Supply And Fixing Framed Work As In Doors Or Gates Of Angle Or Other Section With Gusset Plates, Rails, Braces, Etc., Complete, Drilled For Fixing Of Steel Sheeting Or Other Covering. Doors, Etc. To Be Prepared For Hanging Or Sliding With And Including Either Hooks And Hinges Or Steel Hanging Door Fittings (Exclusive Of Steel Sheeting Or Other Covering, Running Rails And Guides) Andhanging; Also Fastening And Fixing Complete Complete All As Specified And Directed By Engineer-In -Charge. 164 Material And Labour For Preparation Of New Steel Surfaces Of Any Description Over 10Cm Width Or Girth And Applying Two Coats Of Synthetic Enamel Paint Over With And Including One Coat Of Red Oxide Zinc Chrome Primer Complete All As Specified And As Directed By Engineer-In-Charge. 165 Material And Labour For Preparing Old Steel Surfaces Of Any Description Over 10 Cm Width Or Girth And Applying One Coat Of Synthetic Enamel Paint Complete All As Specified And As Directed By Engineer-In- Charge. 166 Dismantling Boarding, Any Description, Fixed In Any Position With Nails Complete All As Specified And As Directed By Engineer-In- Charge. 167 Supply & Fixing 18Mm Thick Hdhmr Board Uv Coating, Exterior Grade As Approved By Ge, With And Including Acrylic High Gloss Sheet Of Min 1Mm Thick Over Hdhmr Board, Anti Fungal, Moisture Resistance, Anti Borer, As Per Is 14587 For Frame And Shutter For Kitchen Cabinets / Cupboards (Such As Side Wall, Shutter, Partition Back Side Of Etc. Of Cupboard And Cabinets). Complete All As Specified And Directed By Engg-In-Charge. 168 Supply & Fixing In Repairs Of Stainless Steel Cabinet / Drawers Handle Having A Length Of 250Mm And Shape Complete All As Specified And Directed. 169 Supply & Fixing In Repairs Of Partial Overlay / Fully Overlay Hydraulic Self Closing Concealed Hinges Having Size 103Mm X 64Mm Finish Of Nickel/Silver As Approved By Ge Complete All As Specified And Directed By Engg-In-Charge. 170 M&L For 40Mm Gi Pipe Medium Grade Made To Shape As In Spout Pipe As In Sunken /Verandah/ Balconey Complete All As Specified And As Directed. 171 Supply And Laying Or Fixing Or Laid In Trenches/ Ducts/ Through Pipes/ In Floors / Under Roads/ Hard Standing /Along Poles And Testing Lt Cable Xlpe, Pvc Insulated Screened, Bedded, Galvanised Steel Strip Or Wire Armourd Cable (Heavy Duty) 1100 Volt Grade With Aluminium Conductor Having Cross Sectional Area 70 Sqmm X 3.50 Core Conforming To Is-7098 (Part-I -1988) Complete All As Specified And As Directed By Engineer-In-Charge. (Excavation And Earth Work, Sand Cushioning & Gi Pipe Shall Be Measured And Paid For Separately) 172 Taking Down Carefully Copper /Aluminium Point Wiring (Light, Fan, Socket Or Power Point ) Complete Including Fitting Such As Hylem , Sheet Switches, Ceiling Rose, Pendent Holder , Sockets, Fan Regulator , Bell Push, Electronic Bell , Sunken Box Except Concealed Conduit Etc. Complete All As Specified And Directed By Engineer-In-Charge. Notes:(I) The Weight Of Aluminium Scrap , Copper Scrap And Iron Scrap Shall Be Ascertained By Boo As Ordered By Ge And Same Duly Countersinged By Ge Shall Be Enclosed With Final Bill. (Ii) The Rate Of Cutting Chases (As Required) And Making Good Surfaces To Match With Adjoining Surface Shall Be Measured And Paid Seperately Under Serial Item No. 173.00, 174.00, 175.00, 176.00, 177.00, 178.00, 179.00, 180.00, 181.00, 182.00, 183.00, & 184.00 Of Boq. 173 Material And Labour Point Wiring For One Light / Fan Point Controlled By 6 Amps One Way Modular Switch Switch With 2.5 Sqmm Pvc Insulated, Unsheathed Multi Strand Copper Conductor Cable Fr-Lsh In And Including Concealed Pvc Conduit 20 Mm Dia Heavy Duty Isi Marked, Steel Terminal Sunken Boxes And 3 Mm Thick Phenolic Laminated Sheet Top Cover For Sunken Boxes Flush To Surface For One Light Point/Fan Point, Controlled By One Switch On The Same Board With Other Switch Or Independent Including Cutting, Chasing The Surface And Then Making Good The Same In Cm (1:3) Complete All As Specified And Directed By Engineer-In-Charge. (Note:- Switches, Sockets Etc Shall Be Measured And Paid For Separately Under Items Of Schedule). 174 Material And Labour Point Wiring For One Light / Fan Point Controlled By 6 Amps Two Way Modular Switch Switch With 2.5 Sqmm Pvc Insulated, Unsheathed Multi Strand Copper Conductor Cable Fr-Lsh In And Including Concealed Pvc Conduit 20 Mm Dia Heavy Duty Isi Marked, Steel Terminal Sunken Boxes And 3 Mm Thick Phenolic Laminated Sheet Top Cover For Sunken Boxes Flush To Surface For One Light Point/Fan Point, Controlled By One Switch On The Same Board With Other Switch Or Independent Including Cutting, Chasing The Surface And Then Making Good The Same In Cm (1:3) Complete All As Specified And Directed By Engineer-In-Charge. (Note:- Switches, Sockets Etc Shall Be Measured And Paid For Separately Under Items Of Schedule). 175 All As Per Item No 174.00 Here- In -Before But For One 3/5 Pin, Modular Socket Outlet 6 Amp, On Same Board Complete All As Specified And As Directed By Engineer-In- Charge. 176 All As Per Item No 17400 Here- In -Before But For One 3/5 Pin, Modular Socket Outlet 6 Amp, On Independent Board Complete All As Specified And As Directed By Engineer-In- Charge. 177 All As Per Item No 174.00 Here- In -Before But For One 3/5 Pin, Modular Socket Outlet 5/15 Amp, On Independent Board Complete All As Specified And As Directed By Engineer-In- Charge. 178 All As Per Serial Item No 174.00 Of Boq Here-In-Before But For Modular Bell/Buzzer Point Controlled By One Push Button On Independent Board But Not Below The Switch Board, Complete All As Specified And Directed By Engineer-In-Charge. 179 All As Per Serial Item No 174.00 Of Boq Here-In-Before But For Modular Socket Outlet 3 Pin 6 Amp On Independent Board Complete All As Specified And Directed By Engineer-In-Charge. 180 All As Per Serial Item No 174.00 Of Boq Here-In-Before But For 15/16 Amp Socket Out Let By Using 2.5 Sqmm Pvc Insulated Unsheathed Copper Conductor Cable Fr-Lsh Multi Strand On Independent Board Including Provn 2.5 Sqmm Unsheathed, Multi Stranded Copper Conductor Cable Fr-Lsh Continues As Earth Wire Connected To Earth Dolly Etc Complete In Existing Conduit Complete All As Specified And As Directed By Engineer-In-Charge. 181 Material And Labour For Point Wiring For One Light / Fan Point Controlled By One Switch With 1.5 Sqmm (Nominal Area) Pvc Insulated Unshealthed Multi Stranded Copper Conductor Cable Fr-Lsh In Existing Conduit And Provision Sunken Boxes But Inclyding 3 Mm Thick Phenolic Laminated Sheet Top Cover For Sunken Boxes Flush To Surface For One Light Point/Fan Point Controlled By One Switch And Fan Regulator Including Pvc Insulated Unshealthed 1.5 Sqmm Copper Conductor Cable Fr-Lsh Connected To Common Earth Dolly Complete All As Specified And Directed 182 All As Per Srl Item No 181.00 (Here-In-Before) But Socket 3 Pin 5 Amp 230 Volt Flush Type On Same Board 183 All As Per Srl Item No 181.00 (Here-In-Before) But For One Socket Point Outlet 3 Pin 5 Amp In Incdependent Board 184 All As Per Serial Item No 181.00 Of Boq Here-In-Before But For 15 Amp Socket Out Let By Using 1.5 Sqmm Pvc Insulated Unsheathed Copper Conductor Cable Fr-Lsh Multi Strand On Independent Board Including Provn 2.5 Sqmm Unsheathed, Multi Stranded Copper Conductor Cable Fr-Lsh Continues As Earth Wire Connected To Earth Dolly Etc Complete In Existing Conduit Complete All As Specified And As Directed By Engineer-In-Charge. 185 Supply And Fixing Switch Piano, Flush Type Single Pole, One Way 5 Amp Complete All As Specified 186 Supply And Fixing Switch Piano, Flush Type Single Pole, One Way 15 Amp Complete All As Specified 187 Supply And Fixing Socket Outlet 3 Pin, 5 Amp Flush Type All As Specified 188 Supply And Fixing 2 In 1, 3 Pin, 5 And 15 Amp Flush Type Complete All As Specified 189 Supply And Fixing Modular Switch One Way , 6Amp/10Amp ,1 Module, Single Pole, 250 Volts ,Ac Supply, Isi Marked , Complete All As Specified And Directed By Engineer-In-Charge 190 Supply And Fixing Modular Socket Outlet , 6 Amp-2/3 Pin Combined 2 Module , 230 Volts , Multipurpose, Ac Supply, Isi Marked Complete All As Specified And Directed By Engineer-In-Charge. 191 Supply And Fixing Modular Switch One Way 16 Amp, Single Pole, 1 Module 230 Volts , Ac Supply , Isi Marked Complete All As Specified And Directed By Engineer-In-Charge. 192 Supply And Fixing Modular Switch Two Way 6 Amp, Single Pole, 1 Module 230 Volts , Ac Supply , Isi Marked Complete All As Specified And Directed By Engineer-In-Charge. 193 Supply And Fixing Modular Bell Push Switch 6A 1 Module , Isi Marked Complete All As Specified And Directed By Engineer-In-Charge.Note: (I) Labour Element For Taking Down Old Unservicable Material Is Included In Serial Item No.172.00 Of Boq Here-In -Before And Nothing Shall Be Extra Paid On This Account. 194 Supply And Fixing Modular Socket Outlet 6Amp/16Amp-2/3 Pin Combined,2 Module ,230 Volts ,Multi Purpose, Ac Supply, Isi Marked Complete All As Specified And Directed By Engineer-In-Charge. 195 Supply And Fixing Fan Regulator, Modular Type, 5 Step, High Speed, Two Module Complete All As Specified And Directed By Engineer-In-Charge. 196 Supply And Fixing Ceiling Rose 3 Terminal Flush Type 6 Amp 250V ,Isi Marked ,Ac Supply, Topline Series With Polycarbonate 20Mm X 50 Mm Two To Three Terminal, Complete All As Specified And Directed By Engineer-In-Charge. 197 Supply And Fixing Electric / Electronic Bell, Ding Dong Type 230 Volt Ac Supply,Isi Marked Complete All As Specified And Directed By Engineer-In-Charge. 198 Supply And Fixing Wall Mounted Extruded Aluminium/Polycarbonate Led Batten Fixture T8(G13 Holder) 1.2 M Including One Led Retrofit Tube 20(±10) Watt. 1.2 M T8 6500 Efficacy Not Less Than 90 Lumen/Watt Extruded Aluminium/Polycarbonate, Pc Diffusor And Inbuilt Driver Complete Including Making Connection Complete All As Specified And Directed 199 Supply And Fixing Lamp Holder ,Isi Marked Of Pvc/Polycarbonate Type With Back Plate Suitable For Batten Fitting With And Including 9Watt Led Retrofit Lamp (Base B-22) Complete All As Specified And Directed By Engineer-In-Charge. 200 Supply And Fixing Lamp Holder Pvc/ Polycarbonate Type With Back Plate Suitable For Batten Fitting With Led Bulb 5 Watt Lamp Base- B-22 Complete All As Specified And As Directed By Engineer-In- Charge.Note: Labour Element For Taking Down Old Unservicable Material Is Included In Serial Item No.172.00 Of Boq Here-In -Before And Nothing Shall Be Extra Paid On This Account. 201 Supply Only Led Bulb 9 W (Suitable For B22 Base), 250V Ac, Green/Red/ Clear Day Light ( Cdl) In Colour Complete All As Specified And Directed By Engineer-In-Charge.As Per Direction Of Engineer-In-Charge Colour Of Led Luminiure Cdl/Warm White Shall Be Provided By The Contractor As Per Site Requirment And Nothing Shall Be Paid Extra On This Account.Notes:(A) Contractor Has To Furnish A Replacement Warranty Of 02 Years For Led Bulb Complete Including Lamp/ Strip From The Certifiy Date Of Completion Of Ca. The Product Will Be Replaced Free Of Cost In The Following Case :-(I) Manufacturing Defects.(Ii) Failure Due To Mechanical And Electrical Impact. (Iii) Drop In Lumen (Or Lux At 1 M) Below 90% Of Clamied Values Of Lumen(Or Lux At 1 M) Of The Led Bulb . (B) All Led Bulbs Must Meet The Provision Laid Down In Is - 16101, 16102 Part -I/Ii,16103 Part -I, 16104,16105,16106, 16108/2012 And 15885 Part -Ii / Section 13. (C) Scope Of Work Shall Include To Fix Led Bulb Walls/Ceiling Which Includes Needful T & P And Required Accessories Etc If Any, Complete Including Making Connection, Testing Etc Complete. No Extra Payment Is Admissible On These Account.(D) Old Unservicable Retrieved Material Shall Be Deposited In The Store Yard Of Age E/M Ge (North) Bathinda By The Contractor His Own Arrangements And Nothing Shall Be Paid Extra On This Account. (E) The Rate Of Electric Connection Connecting With Using Flexible Copper Wire Twin Core Upto Ceiling Rose/Connector Is Included In This Item And Nothing Shall Be Paid Extra On This Account. 202 Supply And Fixing In Replacement Led Panel Light Fitting Recessed Mounted,Square Shaped Of Size 600Mm X 600Mm , 36 (±10%) Watt, Efficacy Not Less Than 100 Lumen/Watt , Extruded Aluminium/Polycarbonate, Pc Diffusor And Inbuilt Driver Complete As Per ManufacturerS Instructions With And Including Connection With Flexible Twin Core Copper Cable Of Size 23/.00076 From Ceiling Rose To Fitting Complete All As Specified And As Directed By Engineer-In- Charge. 203 Material And Labour In Replacement Sub Main Wiring Complete With Two Single Core 6 Sqmm,1100 Volts Grade, Pvc Insulated, Multi Stranded Copper Conductor Cable Frlsh With And Including Single Core 6 Sqmm,1100 Volts Grade, Pvc Insulated, Multi Stranded Copper Conductor Cable Frlsh For Earth Wire In Existing Pvc Concealed Conduit (Colour Code Phase-Red, Neutral-Black And Earth As Green) Complete All As Specified And Directed By Engineer-In-Charge. Notes:-(A) Three Single Core 6 Sqmm Frlsh Pvc Insulated Unsheathed With Multistranded Copper Conductor Cable 1100 Volts Grade Shall Be Measured As One Length. 204 Supply And Fixing In Replacement Mcb 40Amp -63 Amp Spn ,240Volt , Rupturing Capacity 10 Ka , Curve ‘C’ Isi Marked, Complete All As Specified And Directed By Engineer-In-Charge. 205 Supply And Fixing In Replacement Mcb 6Amp -32 Amp Sp ,240Volt , Rupturing Capacity 10 Ka , Curve ‘C’ Isi Marked, Complete All As Specified And Directed By Engineer-In-Charge. 206 Supply And Fixing In Replacement Mcb 32 Amp Spn ,240Volt , Rupturing Capacity 10 Ka , Curve ‘C’ Isi Marked, Complete All As Specified And Directed By Engineer-In-Charge. 207 Supply And Fixing In Replacement Sheet Metal Enclousers Made Out Of Crca Mild Steel Sheet Not Less Than 1.2Mm Thick,, Double Door, Powder Coated Db Spn 8 Way 240 Volt, Ip -54, 200 Amps Rated Bus Bar, Dust And Vermin Proof Suitable For Incorporation Of McbS And Isolators Etc Complete All As Specified And As Directed By Engineer-In- Charge.Note: Mcb/ Isolators Shall Be Measured And Paid Seperately Under Appropriate Item Of Boq. 208 Supply And Fixing Sheet Metal Enclousers Made Out Of Crca Mild Steel Sheet Not Less Than 1.2Mm Thick,, Double Door, Powder Coated Db Spn 12 Way 240 Volt, 200 Amps Rated Copper Bus Bar, Dust And Vermin Proof Suitable For Incorporation Of McbS And Isolators Etc Complete Complete All As Specified And As Directed By Engineer-In- Charge.Note: Mcb/ Isolators Shall Be Measured And Paid Seperately Under Appropriate Item Of Boq. 209 Supply And Fixing In Replacement Sheet Metal Enclousers Made Out Of Crca Mild Steel Sheet Not Less Than 1.2Mm Thick,, Ip-54 Protection, Flush Mounted For Metal Door, Powder Coated Db Tpn 4 Way, 415 V Ac With 63 Amps Rated Bus Bar, Double Door, Dust And Vermin Proof Suitable For Incorporation Of Incoming Mccb And Outgoing Mcb Sp/Tp And Earth & Neutral Bus Bar Etc Complete All As Specified And As Directed By Engineer-In- Charge.Note: Mcb/ Isolators Shall Be Measured And Paid Seperately Under Appropriate Item Of Boq. 210 Supply And Fixing Wall Mounted Extrdued Aluminium Housing Led Betten Fixture With Tube 1.2 M, 20 Watt Inverter Type, 1.2 M 3000/6500K, Efficacy Not Less Than 90 Lumen/Watt, Extruded Aluminium/Polycarbonate, Pc Diffusor And Integrated Inbuilt Driver Complete Including Making Connection Complete All As Specified And As Directed By Engineer-In- Charge. 211 Supply And Fixing Wall Mounted Extrdued Aluminium Housing Led Betten Fixture With Tube 1.2 M, 25 Watt Inverter Type, 1.2 M 3000/6500K, Efficacy Not Less Than 90 Lumen/Watt, Extruded Aluminium/Polycarbonate, Pc Diffusor And Integrated Inbuilt Driver Complete Including Making Connection Complete All As Specified And As Directed By Engineer-In- Charge. 212 Supply And Fixing Led Batten Fitting 1X10 Watt, 6500K, 2 Ft Complete With Decorative Ultra Slim Square Profile Led Lighting Fixture With Extruded Polycarbonate Environment Friendly, Energy Efficient Complete With All Light Connection All As Specified And Directed 213 Supply And Fixing In Repair Led Street Light Fitting 35 Watt 230 V Ac Outdoor Type With High Pressure Die Cast Aluminium Hosing And Heat Resistant Complete With Driver, Lamp Bracket With Impact And Corrosion Resistant Complete With Ip 65/66 Protection Including Fixing With Gi/Ms Bracket Made Out Of Suitable Size Of Light Grade Tube Upto 1.2 Mtr Length Bent To Shape With 02 Sets Of Ms Clamps Made Out Of Minimum 3 Mm Ms Flat Iron With Iron With Suitable Bolt And Nuts Complete With Making Connection Complete All As Specified And Directed 214 Supply & Fixing Building Security Led Light Of 35 Watt , Ip 66 , Luminaire With High Power With Toughened Glass Complete As Per ManufacturerS Instructions With And Including Bracket Made Out With 40Mm Bore Galvanised Iron Light Grade Pipe 1.20 Mtr Length Bent To Shape With 02 Sets Of Ms Clamps Made Out Of Minimum 3 Mm Ms Flat Iron With Suitable Bolt ,Nuts And Washers Complete And Fixing To Wall / Column With And Including Electrical Connection With 1.5 Mtr Long Twin Core Round Copper Conductor Cable Of Suitable Size And Testing Complete All As Specified And Directed By Engineer-In-Charge. Notes:(A) The Rate Of Bracket Made Out With 40Mm Bore Galvanised Iron Light Grade Pipe 1.20 Mtr Length Bent To Shape With 02 Sets Of Ms Clamps Made Out Of Minimum 3 Mm Ms Flat Iron With Suitable Bolt And Nuts And Electrical Connection With 1.5 Mtr Long Twin Core Round Copper Conductor Cable Of Suitable Size Is Included In This Item And Nothing Shall Be Paid Extra On This Account. (B) Contractor Has To Furnish A Replacement Warranty Of 02 Years For Security Led Light Fittings Complete Including Lamps From The Certifiy Date Of Completion Of Ca. The Product Will Be Replaced Free Of Cost In The Following Case :-(I) Manufacturing Defects.(Ii) Failure Due To Mechanical And Electrical Impact. (Iii) Drop In Lumen (Or Lux At 1 M) Below 90% Of Clamied Values Of Lumen(Or Lux At 1 M) Of The Led /Luminaries. (C) All Security Led Light Must Meet The Provision Laid Down In Is - 16101, 16102 Part -I/Ii,16103 Part -I, 16104,16105,16106, 16108/2012 And 15885 Part -Ii / Section 13. (D) Scope Of Work Shall Include To Fix Security Led Light Fittings Walls/Building Which Includes Needful T & P And Required Accessories Etc If Any, Complete Including Making Connection, Testing Etc Complete. No Extra Payment Is Admissible On These Account. 215 Supply And Fixing Jointing Of Double Walled Corrugated Pipe (Dwc) As Ug Cable Protection Complete Of Size 63 Mm, Complete All As Specified And Directed By Engineer-In-Charge 216 Supply And Fixing Jointing Of Snap Fit Coupler For Double Walled Corrugated Pipe (Dwc) Of Ug Cable Protection Complete Of Size 63 Mm, Complete All As Specified And Directed By Engineer-In-Charge 217 Supply And Fixing Mccb With Adjustable Type, 4 Pole, 63 Amps, 415 Volts, 50 Hz, 25 Ka And Including Sheet Metal Enclosure Out Door Type Made Out Of 3.15 Mm Thick Crca Sheet Mounted On Angle Iron Padesta Including Grouting Complete All As Specified And Directed By Engineer-In-Charge. 218 Material And Labour For Earthing Complete With Galvanised Steel Earth Plate Electrode 600Mm X 600Mm X 6 Mm Thick Burried Directly In Ground To Depth Of Pit Not Less Than 2.25 M Below Normal Ground Level With Top Edge Of The Plate Not Less Than 1.5 M Below Normal Ground Level Surrounded From All Sides By 15 Cm Thick Packed Layer Of Charcoal / Coal Dust And Common Salt Filling In Alternate Layers And Connected To Galvanised Earth Lead Wire 4 Mm Dia By Means Of Bolts, Nuts, Check Nuts And Washers Of Gi Or Steel Including Gi Protection Pipe 15Mm Dia Light Grade Upto The Extent Of 7.5 Metre And Connecting To Earthing Test Point, Main Switch Board Including Gi Pipe 20 Mm Dia Light Grade For Watering, Ms Funnel And Bringing Out The Watering Pipe Upto 30 Cm Above The Normal Ground Level Plugged At Top Including All Fitting Including Pcc Earth Pit With Pcc 1:2:4 Type B-1 Using 20Mm Graded Stone Aggregate And Rcc Pit Cover Including Necessary Earthwork And Excavation In Any Type Of Soil Complete All As Specified As Shown In Electrical Plate No 3 Of Ssr Part-I And Testing On Completion. Note:- (I) Earth Continuity Of Gi Wire 4 Mm Including Protection Pipe Up To 7.5 Mtrs From Earth Electrode Will Be Included In Unit Rate, Complete All As Specified And Directed. (Ii) The Rate Of Earth Work In Soft/Loose Soil I.E. Excavation, Returing Filling And Removal, Form Work Is Included In This Item And Nothing Shall Be Paid Extra On This Account. (Iii) Pcc Chamber Shall Be Constructed At Least 1.5 Metre Away From The Earth Electrode And Pipe For Watering Shall Be Provided In Slanting Manner. (Iv) The Earth Testing Arrangement Should Be Done By The Contractor As Per Direction Of Engineer-In-Charge. 219 Supply And Fixing 1100 Volts Grade Heavy Duty Cable Pvc Insulated Aluminium Strandred Conductor 6Sqmm, Served With Inner Sheathing Of Pvc Tape And Overall Pvc Sheathed In Service Connections Suspended By Insulating Hangers Not More Than 1 Mtr Apart Including 4Mm Suspenstion Wire, One Twin Core Cable Flat All As Specified And Directed 220 Supply And Fixing In Replacement Exhaust Fan 300Mm Sweep (Heavy Duty) Steel Body, Bee, 5 Star Rated ,Ac Supply, Single Phase ,230 Volts, 50Hz,1200Rpm With And Including Frame Including New Mosquito Stainless Steel Wire Mesh Of Guage 0.36Mm With Suitable Wooden Frame Protection Against Birds Etc. Mounted In Suitable Opening Arrangmement In Wall And Electric Connection With And Including Three Core Pvc Insulated Pvc Sheathed Copper Conductor Flexible Cable 24/0.2Mm Drawn In Flexible Pvc Conduit And Hanging On Wall With 04 Nos. Steel Fastners 10Mm Dia 100Mm Long With And Including Serial Number Of Fan As Issued By Engineer-In-Charge And Ge Office Name With Red Colour Permaent Marker Complete All As Specified And Directed By Engineer-In-Charge. 221 Supply And Fixing Exhaust Fan 250Mm Sweep (Heavy Duty) Steel Body, Bee, 5 Star Rated ,Ac Supply, Single Phase ,230 Volts, 50Hz,1200Rpm With And Including Frame Including New Mosquito Stainless Steel Wire Mesh Of Guage 0.36Mm With Suitable Wooden Frame Protection Against Birds Etc. Mounted In Suitable Opening Arrangmement In Wall And Electric Connection With And Including Three Core Pvc Insulated Pvc Sheathed Copper Conductor Flexible Cable 24/0.2Mm Drawn In Flexible Pvc Conduit And Hanging On Wall With 04 Nos. Steel Fastners 10Mm Dia 100Mm Long With And Including Serial Number Of Fan As Issued By Engineer-In-Charge And Ge Office Name With Red Colour Permaent Marker Complete All As Specified And Directed By Engineer-In-Charge. 222 Taking Down Unserviceable Complete Ceiling Fan Along With Blades And Deposited To Age E/M Store Yard Of Ge (South Bathinda) Complete All As Specified And Directed By Engr-In- Charge. 223 Supply & Fixing Ceiling Fan Of 1200Mm Sweep Complete With Blades, Down Rods, With And Including Remote Control, Single Phase, 50 Hz, Min Air Delivery 210 Cfm With Service Value 6.00 Bee. Five Star Rated With Brushless Direct Current (Bldc) Motor Connecting Up Complete With And Including Three Core Flexible Pvc Insulated Multi Stranded Copper Conductor Cable Of Suitable Size From Ceiling Rose / Connector, Including Extra Gi / Ms Pipe Down Rod, As Per Site Requirement , With And Including Serial Number Of Fan As Issued By Engineer-In-Charge And Ge Office Name With Red Colour Permaent Marker Complete All As Specified And Directed By Engineer-In-Charge. 224 Dismantling And Taking Down Of Existing Energy Meter And Refixing The Same Complete All As Specified And Directed By Engineer-In- Charge, 225 Dismantling And Taking Down Existing Geyser And Deposit In The Safe Custody / Store Yard Of Age E/M Of Ge (S) Bathinda And Refixing The Same After Carring Out Repair Work/ Rewiring Accn )Complete All As Specified And Directed By Engineer-In- Charge,
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Statutory Bodies & Commissions/Committees No of Bidders 4
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44.
Defence #11198549 AOC
Tender For Spl Repair To Certain Md Accn In Kandhar Line Under Ge Central Delhi Cantt-10; 1 Taking down cement plaster of any description on brick stone or concrete walls surfaces including raking out joints hacking for keys scrubbing down with water etc including remove alldebris at 2 KM away from site complete all as specified and directed. 2 M&L for 15 mm thick rendering in cement mortaron fair faces of brick work or concrete surfaces, applied in two layers i.e. 1st layer of 10 mm thick rendering in cement mortar (1:6 ) and 2nd (top) layer of 5 mm thick rendering in cement mortar (1:4 )mixed with WPCfinished even and fair etc complete all as specified and directed.(Note:- WPC shall be measured and paid separately) 3 M&L for rendering 10 mm thickin CM 1:6 on fair faces of brick work or concrete surfaces finished even and fair without using extra cement complete all as specified and directed. 4 M&L for rendering 5 mm thick in CM 1:3 on ceiling concrete surfaces finished even and fair without using extra cement complete all as specified and directed. 5 M&L for preparation of new plaster surfaces of wall and applying water proof wall putty 1-2 mm thickness over plastered surfaces to prepare the surfaces even and smooth and finishing walls with Two coats @ 1.67 ltr/10 Sqm each acrylic smooth exterior paint of required shadeover and including priming coat of exterior primer @ 2.20 Kg/10Sqm complete all as specified and directed. 6 M&L for Preparation of new surfaces (Plastered or un-plastered) of walls and applying two coats of oil bound distemper complete all as specified and directed. 7 M&L for Preparation of new surfaces (Plastered or un-plastered) of ceiling and applying two coats of oil bound distemper complete all as specified and directed. 8 M&L for complete removal of existing treatment of old decorated plastered or unplastered surfaces of wall by rubbing , brooming down, washing with water etc and applying two coats of oil bond distemper complete all a specified and directed. 9 M&L for preparation of old decorated plastered surfaces of walls, complete removal of existing tretament, by rubbing brooming down, washing with water etc and providing and applying 1-2 mm thickness wall putty over plastered surfaces to prepare the surface even and smooth and finishing wall surfaces by applying Two coats @ 1.67 ltr/10 Sqm each with acrylic smooth exterior paint of required shade over and including priming coat of exterior primer @ 2.20 Kg /10Sqm complete all as specified and directed. 10 M&L for dismantling water tanks of capacity exc 250 litres & n. exc 500 litres complete all as specified and directed. 11 M&L for rotational moulded polyethylene water storage tanks (ISI Marked) white colour 500 litres capacity, triple layered (cylindrical vertical with closed top) hoisted and fixed in position including 20 mm dia PTMT float valve, lid tank cover for polyethylene and polyethylene ball complete all as specified and directed. 12 S&F 15 mm bore tank nipple suitable for HDPE water tank. (Minimum weight 15 mm-38gms/20mm- 45gms /25mm- 65gms) complete all as specified and directed 13 S&F 20 mm bore tank nipple suitable for HDPE water tank. (Minimum weight 15 mm-38gms/20mm- 45gms /25mm- 65gms) complete all as specified and directed 14 Demolition Bricks (laid flat or on edge) or brick tiles in floors, roof, channels, kerbs, aprons, etc. (each layer) complete all as specified and directed. 15 Demolition Mud in roofs, any thickness, including plastering and lapping (whether full thickness removed or only a part thereof) complete all as specified and directed. 16 Removing soil excavated material exc. 1.5Km but n exc 5km and depositing where directed at above the starting pointcomplete all as specified and directed. 17 M&L for cement concrete 1:2:4 type B1 (using 12.5mm graded stone crushed aggregates) on roof padding, surface finished even and smooth without using extra cement complete all as specified and directed. 18 M&L for providing and applying the plaster with single component ready to use repair mortar (SMART CARE REPAIR MORTAR or equivalent) capable of applying 15mm average thickness in single layer and finishing with trowel with a bond coat: SBR polymer or equivalent (@ 10% of cement weight) modified cementious bond coat @ 2.2 kg cement/Sqm of surface area mixed with specified portion of AP SMARTCARE or equivalentcomplete all as specified and as per manufacturers instructions. 19 M&L for providing and applying Smartcare Dampproof or equivalent, a fibre reinforced elastomeric liquid water proofing membrane formulated with reinforcing acrylic fibers having Sun Reflectivity Index (SRI) of 105 on horizontal/vertical surfaces of roof/wall/chajas in multiple coats @2.0 litre/sqm. Primary coat is self-priming coat of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1, damp proof : water) and other coats to be applied undiluted. The coating needs to be reinforced with 40 GSM geotextile, to sandwiched between 2nd & 3rd coat of coating. The application shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes complete in all respect as per manufacturers instructions and all as specified & directed. 20 Supply only integral water proofing compound (ISI marked) complete all as specified and directed 21 Demolition of brick work built in cement orcement lime mortar of any description including quoins,arches,pillars,etc., complete all as specified and directed 22 M & L for brick work with Cement Mortar 1:6 using sub class B bricks, old size, straight or curved on plan exceeding 6 m mean radius complete all as specified and directed. 23 All As per item no 22 before but except bricks etc complete all as specified & directed 24 Material and labour for brick work with sub class B bricks of old size, straight or curved on plan exc 6m mean radius in half brick walls, in CM 1:4 complete all as specified and directed. 25 Taking down chowkhat or frame not exceeding 1.5 sqm each with shutter (without taking off shutter from the frame) complete all as specified & directed 26 Taking down chowkhat or frame exceeding 1.5 Sqm each and not exceeding 4 Sqm each sqm each with shutter (without taking off shutter from the frame) complete all as specified & directed 27 S&F Factory made single extruded WPC (Wood Polymer Composite) solid door/ window/ Ceosetory windows & other Frames/ Chowkhat of size 45 x 65 mm comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibres (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with meter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/ cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2 , modules of elasticity 900 N/mm2and resistance to spread of flame of Class A category with property of being termite/borer proof, water/ moisture proof and fire retardant and fixed in position with MS hold fast/ lugs/SS dash fasteners of required dia and length complete all as specified & directed. (M.S. hold fast/ lugs or SS dash fasteners shall be measured and paid for separately). Note: For WPC solid door/window frames,minus 5mm tolerance in dimension i.e. depth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made. 28 S&F Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid decorative type flush door shutter of size 30mm thick comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibres (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2 , modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant. WPC to be laminated with PVC foil of minimum 14 microns thick of approved design pasted with hot melt adhesive on both faces of shutter and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, complete all as specified & directed. (Note: stainless steel butt hinges and necessary S.S screws shall be paid separately). 29 S&F Factory Made single extruded WPC (Wood Polymer Composite) Solid door/window/Ceosetory windows & other frames/ chowkat of size 65 x 125 mm comprising of virgin PVC polymer of K value 50-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non-toxic additives (max toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 N (Face & 1100 N Edge), min compressive strength of 58N/sqmm and resistance to flame of class A category with property of being termite/ borer proof, water/ moisture proof and fire retardant and fixed with MS Holdfast/ lugs/SS dash fasteners of required dia and length complete as per direction of Engr incharge. Note: For WPC solid door/windows frames,minus 5mm tolerance in dimension i.e depth and width of profile dimension on plus side shall be acceptable but no extra payment on this account shall be made. 30 S&F Factory made single extruded WPC (Wood Polymer Composite) solid door/ window/ Ceosetory windows & other Frames/ Chowkhat of size 45 x 85 mm comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibres (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with meter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/ cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2 , modules of elasticity 900 N/mm2and resistance to spread of flame of Class A category with property of being termite/borer proof, water/ moisture proof and fire retardant and fixed in position with MS hold fast/ lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-in-Charge. (M.S. hold fast/ lugs or SS dash fasteners shall be paid for separately).Note: For WPC solid door/window frames,minus 5mm tolerance in dimension i.e. depth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made. 31 S&F Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid decorative type flush door shutter of size 35 mm thick comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibres (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2 , modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant. WPC to be laminated with PVC foil of minimum 14 microns thick of approved design pasted with hot melt adhesive on both faces of shutter and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer?In- Charge. (Note: stainless steel butt hinges and necessary S.S screws shall be paid separately).Note: MTC and Screw Out Test shall be provided by Contractor 32 Supply and fixing 30mm thick FACTORY MADE WIRE MESH SOLID WPC DOOR SHUTTER consisting of density 650 kg/cbm manufactured by an ISO-9001-2015 certified company. Door to be panelled with SS mosquito and XTN aluminium mesh for additional strength and safety purpose (confirming as per IS 4020). The door should be water proof, termite proof, fire retardant and having screw holding capacity. Door to be fixed to frame with 3 nos. SS butt hinges size 100mmx25mmx2mm and 32mm long steel screws drilled suitable to pass through other hardwares should be fixed with 19x6mm size steel screws, etc. complete all as specified& directed.”Note: MTC and Screw Out Test shall be provided by Contractor 33 S&F Aluminium windowfor outer frame 40mmx114mm with 1.3mm thickness ,corner 45 degree cut & aluminum welded center mullion size 40mmx65mm also welded, shutter(02) size 40mmx60mm 1.3 thickness 45degree cut mechanically joint with 6mm alen key bolt clamp , 12mm SS 202 grade round bar at 100mm cc distance in middle 150mm cc distance for safety grill welded at both ends with 6mm ss 202 grade round bar, 5mm clear glass both side EPDM rubber gasket metal body hand lever type single point lock , aluminum kobra hinges 2 nos per shutter , 40x18mm 45 degree cut & welded mosquito net shutter(02) with 0.45mm nominal dia of SS wire mesh,SS 75mm long hinges & pvc magnet,full system powder coating with pure polyster coat of any shade as approved by GE and installing with SS screw roll plug and filled with silcone complete all as specified and directed. 34 S&F Aluminium windowOuter frame 40mmx114mm with 1.3mm thickness ,corner 45 degree cut & aluminum welded center mullion size 40mmx65mm also welded, shutter (02) size 40mmx60mm 1.3 thickness 45degree cut mechanically joint with 6mm alen key bolt clamp , 12mm SS 202 grade round bar at 100mm cc distance in middle 150mm cc distance for safety grill welded at both ends with 6mm SS 202 grade round bar, 5mm clear glass both side EPDM rubber gasket metal body hand lever type single point lock , aluminum kobra hinges 2 nos per shutter , 40x18mm 45 degree cut & welded mosquito net shutter(02) with 0.45mm nominal dia of SS wire mesh,SS 75mm long hinges & pvc magnet,full system powder coating with pure polyster coat of any shade as approved by GE and installing with SS screw roll plug and filled with silcone complete all as specified and directed. NOTE:- For installation of windows AC/desert cooler the provn of window glass shutter with wire mesh,grill and necessary fittings and locking arrangement for subject portion will be modified as per ground requirementt during execution as direction of Engg-in-Charge. 35 S&F ventilator outer frame 40mmx40mm with 1.3mm thickness, corner 45 degre cut & aluminum welded center mullion size 40mmx65mm also welded , fixed 5mm frosted glass EPDM rubber gasket with provision for fresh air fan, full system powder coating with pure polister coat of any shade install with SS screw rol plug pvc & silicone complete all as specified & directed 36 Dismantling of wall and ceiling/cupboard board fibre pulp AC boards etc any thickness including cover fillets removing the wiring complete all as specified & directed 37 S&F Factory Made 18mm thick 100% Solid WPC ( Wood polymer Composite ) Laminated Board of required size comprising of virgin PVC resin of K Value 57-60 ( Suspension Grade ), Calcium Carbonate and natural fibers ( Wood Powders/ rice husk/ wheat husk ) and Non toxic additives, made from Extrusion process WPC foam sheet Single Extruded ( Inner ) with having minimum density not less than 650 kg/cbmhaving good screw holding capacity ( Screw Withdrawal strength of 2000 N ( Face ) & 1100 N ( Edge ), Minimum Compissive of 50 N/mm2 , Modulus of elasticity 850N/mm2and esistance of spread of flame of Class A category with Property of being Termite/ Borer Free.Water/ Moisture Proof and Fire Retardant. WPC to be Laminated with PVC foil of minimum 14 microns thick of approved design pasted on both faces of shutter and fixinng stainless Steel butt hinges of required size with necessary full body threaded star headed counter sunk SS Screws complete all as specified & directed. Material test certificate and authentication should be compulsory provided by the contractor. (For WC/Bathroom/Toilet/Kitchen and Cabinets) 38 S&F stainless steel continuous (Piano) hinges, bright finish, width of flap when open 30mm, complete all as specified & directed. 39 S&F of stainless steel handles 100 mm sizefor kitchen cabinet shutters and bed room cub boards complete all as per specified and directed. 40 S&F brass chromium plated tubular hanger rod 20 mm dia with suitable brackets complete all as specified and directed. 41 S&F for PVC magnetic door catches of kitchen cabinet and similar work fixed with MS screws complete all as specified & directed 42 S&F SS butt hinges medium weight 100mm size fixed with SS screws (ISI Marked) complete all as specified & directed 43 S&F SS barrel tower bolt extruded section 150mm long and fixed with SS Screws (ISI Marked) complete all as specified & directed 44 S&F 150mm extruded SS handle fabricated type and fixed with SS Screws(ISI Marked) complete all as specified & directed 45 S&F 300mm extruded section SS sliding door bolt with hasp and staple and fixing bolt and nut (ISI Marked) complete all as specified & directed 46 S&F for 300 mm MS ordinary rat tail rod pattern spring including roller and roller plate complete fixed on wooden frame or on wall with wooden plugs and set in cement mortar complete all as specified & directed. 47 M&L for preparation of new or previously untreated steel and iron surfaces of any description over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified & directed 48 M&L for preparation of Old or previously treated steel and iron surfaces of any description over 10 cm width or girth and applying two coats of synthetic enamel paint complete all as specified & directed. 49 S&F for stainless steel plate rack of size 90x80x25 cm depth size made out of 1mm thick sheet complerte all as specified and directed. 50 S&F in repair stainless steel sink with drainage board made out of 1mm thick sheet for kitchen with plug, washers, waste pipe, waste coupling incl fixing cast iron cantilever bracket connecting union over all size 915x460mm with bowl size410x330x160mm complete all as specified and directed. 51 Taking up or down steel tubing and connections, including cleaning for re-fixing, bore of tubing 15mm etc complete all as specified & directed 52 Taking up or down steel tubing and connections, including cleaning for re-fixing, bore of tubing 20mm etc complete all as specified & directed 53 Taking up or down steel tubing and connections, including cleaning for re-fixing, bore of tubing 40mm etc complete all as specified & directed 54 Supplying and laying 16 mm dia of CPVC pipes SDR 11 & Plain CPVC SDR 11 fittings on walls/ceiling or laying in floors complete all as specified complete all as specified and directed 55 All as per item No. 54here in beforebut 20 mm dia complete all as specified and directed. 56 All as per item No. 54 here in beforebut 40 mm dia complete all as specified and directed. 57 S & F Floor door stopper 150mm size of aluminium alloy body and tongue, anodised, with hard drawn steel spring, fixed in floor complete all as specified & directed 58 Cutting chases, pinning in, for brick walls built in cement mortar, making good to facings where required and pointing in cement mortar 1:3 or PCC 1:2:4 type B-O(using 12.5 mm graded aggregate) as required for concealed water tubing etc cutting exceeding 10cm girth but not exc. 20 cm complete all as specified & directed. 59 Supply and fix in repairvitreous China wash hand basin (including pedestal)white of size 550X400mm excluding taps, waste chain and plug and porcelain stopper and waste pipe & waste coupling including all necessary fitting and fixtures complete all as specified & directed 60 Supply and fix in repairs vitreous china squatting pan Orissa pattern long pan size 580x440mm white with integral foot rests ‘standard Grade P’ or ‘S’ trap front or back inlet (excluding flushing cistern and flush pipe) complete all as specified and directed, 61 S&F in repair vitreous china wash down water closet EWC white/ ivory/off white (closedpattern incl all necessary accessories like rag bolts/ gel gasket etc. (excluding flushing cistern & flushpipe) complete in all respect complete all as specified & directed 62 Supply only PVC low level white flushing cistern valveless symphonic action type 5/10 lts capacity IS marked with inlet, ball valve, float and handle including PVC flush pipe 32 mm dia with bend and a pair of mild steel angle iron brackets of suitable size including making necessary connections to water supply pipe line and WC,(ISI Marked) complete all as specified & directed 63 S&F in repairs 15 mm dia 600mm long PVC connectionswith brass check nut complete all as specified & directed 64 S&F in repairs Glass Corner Shelf 6mm thick including CP railing radius 250mm complete all as specified and directed by Engineer-in-Charge. 65 S&F in repairs Glass shelf assembly 5.5mm thick, 600mm long 120mm wide with cp railingcomplete all as specified and directed by Engineer-in-Charge. 66 S&F in repairsHealth faucet, CP brass with 1.50m long flexible pipe complete all as specified and directed by Engineer-in-Charge. 67 S&F fancy type brass chromium plated toilet paper holder, complete all as specified & directed 68 S&F in repairs bib taps 15 mm bore chromium plated brass, fancy type, with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule Make-Jaquar/marc/Kohlar, complete all as specified & directed 69 S&Fin repairs angle valve, fancy type, chromium plated brass, 15mm, complete all as specified & directed 70 S&F in repairs 2-in-1 angle valve, fancy type, chromium plated brass, 15mm, complete all as specified & directed 71 S&Ffor 15 mm bore gate valve, gun metal, screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions and fixed complete all as specified & directed 72 S&Ffor 20 mm bore gate valve, gun metal, screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions and fixed complete all as specified & directed 73 S & F in repairs Chromium plated brass overhead shower with arm complete all as specified and directed. 74 S&F in repairs looking mirror of size 600mmx450mmx5.5mm thick with aluminium frame selected quality mounted on 6mm thick commercial plywood and fixed to wooden plugs with chromium plated brass screws and cup washers complete all as specified and directed. 75 S&F in repairs Brass chromium plated mode 2 in 1 WHB mixture model Quarter half turn (SOLO) omplete all as specified & directed. 76 S&F in repairs brass chromium plated mode 3 in 1 wall mixture model Quarter half turn (SOLO) complete all as specified & directed 77 S&F in repairs Brass chromium plated mode 2 in 1 sink mixturemodel Quarterhalf turn (SOLO) ofas complete all as specified & directed. 78 S&F in repairs chromium plated soap dish fancy type complete all as specified & directed 79 S & F in repairtowel rail 600mm long brass chromium plated of 20mm dia (external) and 1mm thickness with gutties embedded in cement mortar 1:3 with MS screws etc complete all as specified and directed. 80 Dismantling of floor of size not exceeding 4.00 Sqm each for EWC and removing out the cinder/concrete from sunken protion, cleaning of RCC surface to remove dust, loose particle with compressed air or any other suitable method depending on site conditons, grinding any sharp edges etc all as specified and directed. (a) Cleaning or RCC surface to remove dust, loose particle etc with compressed air or any other particles or any other suitable techniques on site conditions etc.(b) M&L for a glass fibre reinforced acrylic modified cementitious coating system with base coat of Sika Top & Seal-107 @ 1.50 Kg/Sqm glass fibre reinforcement Sika® Fab-I and top coat with Sika Top® Seal-107 @ 1.50 Kg/Sqm or equivalent of Fosroc or Pidilite.(c) M&L for protection plaster 15mm thick on cement mortar 1:3 admixed with appropriate integral water proofing compound with Sika ® Plastocrete plus as specified.(d) M&L for providing 25mm dia GI pipe spout projecting at least 150mm beyond outer face of wall.(e) M&L for sunken portion filled with 40 mm graded brick bats and finished with 50 mm thick PCC 1:2:4 type B1 all as specified and directed.(f) The area of Each WC portion is n.exc 4.00Sqm each.(g) Cost of the above aspect shall be deemed to be included in the quoted rates of the respective item and nothing extra shall be paid on this account.Note : The work will be executed by authorised manufacturers/applicator. 81 Dismantling of floor of size not exc 1.50 Sqm for IWC and removing out the cinder/concrete from sunken protion, cleaning of RCC surface to remove dust, loose particle with compressed air or any other suitable method depending on site conditons, grinding any sharp edges etc all as specified and directed. (a) Cleaning or RCC surface to remove dust, loose particle etc with compressed air or any other particles or any other suitable techniques on site conditions etc.(b) M&L for a glass fibre reinforced acrylic modified cementitious coating system with base coat of Sika Top & Seal-107 @ 1.50 Kg/Sqm glass fibre reinforcement Sika® Fab-I and top coat with Sika Top® Seal-107 @ 1.50 Kg/Sqm or equivalent of Fosroc or Pidilite.(c) M&L for protection plaster 15mm thick on cement mortar 1:3 admixed with appropriate integral water proofing compound with Sika ® Plastocrete plus as specified.(d) M&L for providing 25mm dia GI pipe spout projecting at least 150mm beyond outer face of wall.(e) M&L for sunken portion filled with 40 mm graded brick bats and finished with 50 mm thick PCC 1:2:4 type B1 all as specified and directed.(f) Cost of the above aspect shall be deemed to be included in the quoted rates of the respective item and nothing extra shall be paid on this account.Note : The work will be executed by authorised manufacturers/applicator. 82 Demolition of stone slab and tiles of any description or thickness in floor apron etc complete all as specified and directed. 83 M&L for non skid ceramic coloured tiles 7 to 8 mm thick area of each tile exceeding 0.06 sqmbut not exceeding 0.11 sqmas in floors over and including 15mm thick screed bedin cement mortar 1:4 set and jointedin neat cement slurry and pointed in coloured cement. complete all as specified and directed 84 S&F for glazed Ceramic tiles 9 to 10 mm thick area of each tile exceeding 0.18 sqm but not exceeding 0.38 sqm , in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including 15 mm thick screed bed in CM 1:4 complete all as specified and directed.. 85 All as per item no. 84 here in before but on vertical surfaces as in skirting etc over and including 10mm thick screed bed in CM 1:3, set and jointed in white cement with pigment to match all as specified and directed. 86 M&L glazed ceramic coloured tiles in vertical surface600x300x7mm thick set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including screed bed 10mm thick in CM (1:3) complete allas specified & directed. 87 Roughening surfaces of old concrete floor by picking, sweeping clean and washing down with water to remove dust etc incl brushing neat cement slurry with 3.0kg of cement per sqmtr complete all as specified and directed. 88 M&L for Granite (of any type) work, 18-20 mm thick (table rubbed and polished) in steps, jambs, pillars, window-cills, cooking platforms with necessary hole for gas pipe where ever required and likes over and including cement mortar bedding of 20 mm thick in CM 1:4 including pointing in white cement using marble dust with admixture of pigment to match including rounded edges with shade of granite complete all as specified and directed. 89 M&L for machine cut kota stone slab flooring, and (one Pieces) as in tread, riser, landing, 20-25 mm thick over and including cement screed bed 20mm thick in CM 1:4laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete. 90 M&L for chipping out spilled and loose concrete cover and derusting steel reinforcement of concrete column, beam, slab, chajjas, parapets and the like as directed up to 25 to 35mm thick roughening and cleaning concrete surface with steel wire brushes, washed with water and allowed to dry including derusting steel wire reinforcement, providing fabric MS wire mesh 75 x 75 x 2mm as reinforcement to concrete surface applying adhesive/admixture over steel mesh and providing 25mm average thickness guniting mix using one part of OPC 53 grade and two part ofsand mixed with adhesive/admixture @ pressure of 2.5 to 3.00kg/Sqcm by guiniting machine and surface finished even and fair including necessary padding, shuttering/scaffolding, formwork (guniting work to be carried out up to 10 metre height) complete all as specified and directed Note :- (a) After placing the additional reinforcement all concrete surfaces shall be thoroughly scrubbed with wire brushes, washed with water and allow to dry, apply chemistic polycretes admixture @ 2.25 kg by weight of cement all as per manufacturers instruction. (b) when polymix concreting in taking condition,guiniting is done with polycrete admixture @ 2% by weight of cement all as per manufacturers instructions (polycrete admixture shall be procured from chemical adhesive Pvt Ltd Co or their authorised dealer).(c) Cost of the above aspect shall be deemed to be included in the quoted rate of the respective item and nothing extra shall be paid on any account. 91 M&L for removal of plant growth by injection with chemical glyphosphate solution (4 % concentration) @ 20 ml or till refuse by cutting or injection in stem of plants or roots at 30 mm. The area shall then be sprayed with solution 25 ml glyphosphate (4% conc) diluted with 1 ltr of water.All roots of plants shall be removed completely and making good the disturbed surface and painted with cement base or acrylic paint complete all as specified and directed. 92 Demolition of cement concrete (un-reinforced) in any floor n.exc 15cm thickness ( below or above ground level ) not otherwise specially providedincluding removal of rubbish out side complex (MOD land), complete all as specified and directed 93 M&L for 75 mm thick cement concrete 1:3:6type C2(using 40mm graded stone aggregate) as in plinth protection laid in bays & surfaces finished even and smooth without using extra cement, complete all as specified and directed 94 M&L for 40 mm thick cement concrete 1:2:4type B0(using 12.5mm graded stone aggregate) as in floor & surfaces finished even and fairusing extra cement, complete all as specified and directed 95 Demolition of reinforced cement concrete in any position complete all as specified and directed 96 M&L for precast cement concrete 1:2:4 type B-0 (using 12.5mm stone crushed graded aggregate) as in louvers and jallies 25mm thick designed as fort pattern (measured solid) including all moulding but exceeding frame and set in CM1:4 all as per sample shown complete all as specified and directed 97 M&L for reinforced cement concrete 1:2:4 type B1 (using 20mm graded stone crushed aggregate) as in roof slabs, slab supported on walls, cooking platform, beams and columns, in floors roofs, landings, balconies, canopies and in chajjas, parapet, shelves and the like complete all as specified and directed. 98 Use and waste of form work to soffits of suspended slabs such as roof slab, Chajja, platforms and landings etc not exc 200mm thick (horizontal or sloping) for fair finished surfaces of concrete complete all as specified and directed. 99 S&F TMTmild steel bars of 10 mm dia and over, cut to length bent to shape required, including cranking bending spirally for hopping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips quality conforming to. complete all as specified and as directed. 100 Demolition and breaking up rain water pipes (CI,AC,PVC etc) set in any cement mortar of any diameter including bends complete all as specified and directed . 101 S&F PVC (SWR) pipes, single socketed, in any length with rubber ring joints, laid in trenches or in floors, soil, waste, vent pipe in any length with or without ears ,110mm bore complete all as specified and directed . 102 S&F PVC (SWR) pipes, single socketed, in any length with rubber ring joints, laid in trenches or in floors, soil, waste, vent pipe in any length with or without ears 75 mm bore complete all as specified and directed 103 S&F for PVC (SWR) bends & tee any radius, 110 mm bore complete all as specified and directed. 104 S&F for PVC (SWR) bends & tee any radius, 75 mm bore complete all as specified and directed. 105 S&F for PVC (SWR) door plates , Yjunction 110 mm bore complete all as specified and directed. 106 S&F for PVC (SWR) door plates ,T junction 110 mm bore complete all as specified and directed. 107 S&F for 100 PVC (SWR) bends with door plate& teecomplete all as specified anddirected. 108 S&F for 75 mm PVC (SWR) bends with door plate & tee complete all as specified anddirected. 109 S&F for 75 mm bore PVC (SWR) floor trap, with grating including jointing to waste pipe fixed in solvent cement concrete complete all as specified anddirected. 110 S&F in repair 20 mm nominal dia and minimum thickness 1.2mm of SS-304 Grade of Stainless Steel tubefor curtain rod including pair of suitable S.S brackets approved by GE including taking down old pelmet boxes with curtain rods complete all as specified and directed. 111 Dismantling wrought iron or mild steel work of any description not otherwise provided for parapet railing, balconies, tank staging, metre rooms shaft areaany descriptioncompleteas specified and directed. 112 Supply and fix welded steel wire fabric(MS Jali) fixed to steel members weight n. exc. 4 kg/sqm including welding complete all as specified and directed. 113 S&F rolled sections as in main and cross beams, hip and jack rafters; purlins , pillars, trusses , water tank stage , framed guard bars, barred iron doors, ladders, frame balusters, walk ways, railing and similar work where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates complete all as specified and directed 114 Dismentling asbestos cement corrugated orsemi corrugated sheets in roof fixed with L hook or cranked bolt complete all as specified and directed 115 S&F pre- painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed by Engr-in-Charge 116 S&F in repairs two legged aluminium floor door stopper with rubber shoe 140mm long complerte all as specified and directed by Engineer-in-Charge. 117 ROAD, PATH AND CULVERT 118 Demolition of cement concrete (un-reinforced) in any floor n.exc 15cm thickness ( below or above ground level ) not otherwise specially providedincluding removal of rubbish out side complex (MOD land), complete all as specified and directed 119 M&Lfor 75 mm thick PCCtype D-2 1:4:8 (40mm graded aggreate) as sub-base complete all as specified and directed 120 S&F Endura colour paving tiles 30cm X 30cm x 15-20mm double charged digital printed with gloss, polished matt finished jointed and pointed in neat cement slurry in floors over and including 15mm thick screed bed in CM 1:6 complete all as specified and directed. 121 M&L for Providing PCC in coping type B-1, 1:2:4 using 12.5mm graded stone aggregate complete all as specified including necessary form work and finishing the exposed surface even and smoth with using extra cement complete all as specified and directed 122 M&L for broken stone boulders of hard core of gauge n.exc 63mm, deposited, spread and levelled in layers n.exc 15cm thick, watered and rammed to a true surfaces complete all as specified and directed 123 SEWAGE DISPOSAL 124 Excavation in trenches n exc 1.5m wide and n exc 1.50m in depth for foundation etc and getting out in soft/loosesoil complete all as specified and directed 125 Returningfilling in, incl spreading levelling watering and well ramming in layers n exc 25cm (after the pipes have been laid and tested) in soft/loose soil complete all as specified and directed 126 Removing excavated materials to a distance exc 1.50 Km but not exc 5 Km outside defence land and depositing where directed complete all as specified and directed 127 M&L for PCC 1 : 4 : 8 type D2 using 40mm graded stone crushed aggregates as in foundation of manholes, posts etc completeall as specified and directed. 128 M&L for PCC 1 : 2 : 4 type B1 using 20mm graded stone crushed aggregates as in surfaces channels and drains complete all as specified and directed. 129 Extra for forming fair finished drain or channel 30cm inner girth in cement concrete, using extra cement including forms, moulds, mitred/stoped ends etc complete all as specified and directed. 130 S&F DWCPE(SN8) 150mm dia (Internal Dia)pipes, snap fit coupler and rubber ring including testing and laid and properly jointed laid in trenches to a level on concrete bed complete all as specified and directed. 131 Demolition of brick work built in cement orcement lime mortar of any description including quoins,arches,pillars,etc., complete all as specified & directed 132 M&L for Brick work with sub class ‘B’ bricks straight or curved on plan, built in cement mortar 1:4 using old size bricks complete all as specified and directed. 133 All as per item no 130 here-in-above but except bricks 134 M&L for PCC 1:2:4 type B1 using 20 mm graded crushed stone aggregates in lintels upto 1.5 m clear span, cills, steps, seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs not provided for in Itemwater troughs and the like including weathering, slightly rounded for chamfered angles and throating, complete all as specified and directed. 135 M&L for precast factory made manhole cover, area of each cover n.exc 0.60 Sqm, 100mm thick with SFRCconcretingincluding grove and hook arrangement for lifting and placing in position and sides covered by MS sheet complete all as specified and directed. 136 Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-l smooth finished, and reforming benching as required for 100mm internal dia pipe, complete all as specified. 137 M&L for rendering 15mm thick on top of roof concrete in cement mortar 1:4 with water proofing compound @ 3% by weight of cement to have a smooth surface for laying of water proofing membrane. Note: Water proofing compound will be measured and paid seprately. 138 Demolition and breaking up drain pipes (glazed stone ware, AC or reinforced concrete),150 mm diapipe of any description and in any position set and jointed in cement mortar complete all as specified and directed by Engr-in-Charge 139 INTERNAL ELECTRIFICATION 140 Taking down copper/aluminium point wiring (light, fan, socket or power) complete, including fixture and fittings such as switches, ceiling roses, pendants, regulators, sockets, light fitting etc. removing materials to store for keeping in safe custody or for taking credit (credit for above items should be made as per conditions separately) and making good disturbed surfaces of walls, floors, etc 141 Taking down old MCCB , TPN DBs , SPN DBs (incl MCB SPN & SP) & main switch/ enclosure box of any make and type from the site and making good surface complete all as specified and directed. 142 Taking down old submain wiring of any size and make from the site and making good surface complete all as specified and directed. 143 Disconnecting elect connection and taking down of ceiling fan/ Exhaust fanof any make and any height, dismantling blade and removing fan alongwith blade for depositing in MES store yard complete all as specified and directed by Engr- in- Charge. 144 M&L for point wiring complete with 1.5 Sqm single core PVC insulated unsheathed FRLS cable 1100 volts grade (ISI marked) with multi stranded copper conductor drawn through and including non-metallic rigid PVC medium grade conduit of 20 mm nominal diaand conduit accessories (ISI) marked concealed in wall/fixed to roof, ceiling etc and including provn of 1.5 sqmm PVC insulated multistranded unsheathed copper conductor cable FRLS (ISI marked) as earth continuity conductor, fabricated sunken terminal box made out of 1.60 mm thick sheet steel concealed in walls, with modular sheet ISI marked top cover with brass/chromium plated screws and cup washers for housing switches, socket outlets, fan regulators etc, complete all as specified and directed for the following:- 145 One light /Ceiling fan/exhaust fan point controlled by one switch. 146 One light point controlled by two, two way switch ( switch to be measured and paid separtely) 147 One 3 pin 5 Amps socket outlet point controlled by one No one way switch on independent board. 148 One 3 pin 5 Amps socket outlet point controlled by one No one way switch on same board 149 One bell point controlled by one bell push. 150 All as per item Ser No 142 here-in-before but point wiring with 2.5 sqmm single core FRLS 1100 Volts in New PVC concealed conduitmedium grade ISI Marked not less than 20 mm dia in new M S steel terminal boxes modular including one run of using 2.5 sqmm single core FRLS 1100 Volts copper conductor cableas earth continuityconnected to common earthfor one 15 A switch socket power point, complete all as specified and directed 151 M&L for submain wiring 4 Sqmm nominal cross sectional area,two single core, 1100 Volts grade, multi-stranded, PVC insulated unsheathed, FRLSHcopper conductor cable with and including continuous earth wire of size 4 Sqmm nominal cross sectional area, single core, 1100 volts grade, multi-stranded, PVC insulated, unsheathed, FRLSH copper conductor cable drawing into and including rigid non-metallic PVC concealed conduit of suitable dia, medium grade with all conduit accessories and connected to common earth dolly to suitable copper lugs including all cutting/chases etc in walls and making good to the disturbed surfaces to match the existingsurfaces.Note:- Three run of single core wire andone run of conduit shall be measured and paid as one unit complete all as specified and directed 152 All as per item ser No 144 here-in-before but for 02 x 6 Sqmm for phase & neutral and 01 x 6 Sqmm for continuousearth wire concealed/surface 153 M&L for switch Modular type 6 Amp one wayISI marked complete all as specified and directed. Make : Legrand Cat Part No 573400 / Schnider Cat No X1001WH / Wipro Cat No RF 110 154 M&L for switch Modular type 6 Amptwo wayISI marked complete all as specified and directed. Make : Legrand Cat Part No 2573402/ Schnider Cat No X1002WH/Wipro Cat No RF 210 155 M&L for switch Modular type type 16 Ampone way,ISI marked complete all as specified and directedMake : Legrand Cat Part No 573410/ Schnider Cat No X11001WH/Wipro Cat No RF 130 156 M&L for Modular type socket outlet 2 in 1, 5 pin 6 Amp ,ISI marked complete all as specified and directed. Make : Legrand Cat Part No 573424/ /Schnider Cat No X2005WHNS/Wipro Cat No R 1212 157 M&L for Modular type socket outlet 2 in 1,5 pin 6/16 Amps, ISI marked complete all as specified and directed. Make : Legrand Cat Part No 573471/ Schnider Cat No X2106WH/ Wipro Cat No R 1332P 158 M&L for ceiling rose 3 phase PVCpolycorbonate,isolated body, complete all as specified and directed 159 M&L for bell push,modular type, 6 Amp, 1 moduleISI marked complete all as specified and directed.Make : Legrand Cat Part No 573413/ Schnider Cat No X1005WH/ equivalent in Wipro 160 M&L for bell ding dong AC, 230 volts, single pole complete all as specified and directed. 161 M&L for angle Lamp holder with metallic ring, PVC/Polycorbonate type with back plate complete all as specified anddirected. 162 S&F LED bulb 12 watts, 1200 lumens output, 6500K suitable for B-22 base complete all as specified and directed. 163 M&L for earthing complete with GIelectrode 600x 600 x 6mm, thick buried directly in ground vertically in a pit of depth not less than 2.25 mtr below normal ground level (with top edge of earthplate not less than 1.50 mtr below normal ground level connected to GI wire 4.0 mm as earthing lead by means of bolt nuts, check nuts, and washers of brass connected including gun metal or phosphorus bronze drilled and screwed all as specified including excavation and earth work and disposal of surplus soil incl 15 mm GI tubing light grade and necessary fitting for protection of GI wire incl laying of alternate layer of charcoal dust and common salt PPC (1:2:3) type C-1 (using 20mm graded stone aggregate) for earth pit with 40 x 40 x 6mm MSangle iron frame for cover 40 mm thick (1:2:4) type B20 using 12.5 mm graded stone aggregate reinforced with 8 mm dia round bar @ 75mm C/C both way with MS handle 20mm dia plastering 15mm thick CM (1:6) internally and upto 150mm below ground level externally PGL funnel with ground wire mesh 20mm dia GI pipe Medium grade for watering complete all as shown on electrical plate No 3 of SSR Part-1 2009 and connected in earth test incl testing completed all as specified and directed. Note:- Galvanised wire and protection light grade GI pipe upto 7.5 mtr, excavation, etc shall be deemed to be in the quoted rates. 164 S&F sheet metal enclosure distribution board confirmingto IEC - 61439-3, single pole and neutral, AC 240 volts, 08 way witn 100 Amps rated copper bus bar and metal double door with IP-43 & IK 09protection along with cable end box for above DB and flush to wall including all cutting etc in wall and making good to the disturbed surfaces to match the existing complete ( Note - MCB & DB shall be of same make) 165 S&F sheet metal enclosure distribution board confirmingto IEC - 61439-3, single pole and neutral, AC 240 volts, 12 way witn 100 Amps rated copper bus bar and metal double door with IP-43 & IK 09protection along with cable end box for above DB and flush to wall including all cutting etc in wall and making good to the disturbed surfaces to match the existing complete ( Note - MCB & DB shall be of same make) 166 S&FMCB confirming to ISI/IEC -60898-1 (2002), SPN, AC, 240 volts, of 40Amps capacityB curve, 10 kA breaking capacity & making connection by using using suitable copper lugs complete all as specified and directed. 167 S&FMCB confirming to ISI/IEC -60898-1 (2002), SP, AC, 240 volts, of 6-32Amps capacityB curve, 10 kA breaking capacity & making connection by using using suitable copper lugs complete all as specified and directed. 168 Supply and fix in replacement LED batten luminaire surface mounted, 4 feet system wattage of 20 Watts with lifetime of 25000 burning hours with 70% of its initial lumen maintained. CRI>80, Power Factor > 0.90, THD< 20%, colour temperature - 6500K, surge protection 3KV in CM, IP-20 protected, meets LED IS specifications, Class - 1,Short circuit and over circuit protection, voltage range - 140 to 270 Volts AC, temperature range 0 to 50 Degree C, system efficency at luminaire level > 120 Lumens/watt andincluding connecting up with PVC sheathed 1.5 sqmm 3 core copper conductor flexible wire from ceiling rose to fitting fixed completeallas specified and directed. 169 S&F in replacement of LED batten luminaire surface mounted 2 feet system wattage of 10 watts and not less than 1000 lm with life time of 25000 burning hours with 70% of its initial lumen maintained. CRI > 80, power factor > 0.90, THD < 10%, color temperature > 6500 K , surge protection 2.5 KV in CM IP- 20 protected meets LED IS specifications, voltage range - 140 to 270 volts AC, temperature range 0 to 50 Degree C, system efficiancy at luminarie level ≥120 Lumens/watt and including connecting up with PVC sheathed 1.5 sqmm 3 core copper conductor flexible wire fixed complete all as specified and directed. 170 M&L for in replacement Decorative wall mounting CITY-1 Decorative wall light fixture made up of Polycarbonate,Power Factor > 0.90 voltage range - 140 to 270 Volts AC, temperature range 0 to 50 Degree C, system efficency at luminaire level > 110 Including 12 W retrofit LED BULB (B-22 base). NOTE- one piece of LED bulb 12 watts included with city -1 fitting complete all as specified and directed. 171 Supply and fix in replacement 10 watts bulkhead fitting, IK 09 with powder coated die cast aluminium housing with glass/ non yellowing polycarbonate cover,including connecting up with necessary PVC sheathed 3 core 1.5Sqmmcopper conductor flexible wire fixed completeallas specified and directed. 172 Taking down existing electric meter & refixing the same after completion of job with electric connection by 8 way DB in good way by cleaning and qtr No. marking complete all as specified and directed.. 173 Supply and fixingexhaust fansmetal body AC single phase 230/240 V of size300 mm sweep, Air flow rate > 900cum/min, Bird screen forprotectionagainst birds, double ball bearing, metal body with louvre also with louvre for fixing of exhaust fan complete all as specified and directed. 174 Supply and fixing new BLDC fan against old ceiling fans BLDC conversionthree blade, Robust and reliable inverter motor (brush less DC Motor) powered by ECM technology, BEE 5star rating for energy saving, rated Air delivery >220 cum/min,AC single phase 230/240 V of size 1200 mm sweep including fan regulators,down rod, canopy & all accessories including making connection with three core flexible, copper winding in fan,copper cable pvc insulated of suitable length, complete all as specified and directed. NoteBLDC Fan should work onelectronic fan regulator & also with remote controled. 175 S&F modular type sheet metal enclosure single pole and Neutral with a two pin earth plug and socket complete with a MCB SP 20 Amp 220 volts, 50 Hz, 10KA breaking capacity, including fixing completly in wall complete all as specified and directed. 176 S&F of water heater storage type Geyser vertical type with suitable size of fastner and, inner tank material of superior glass line tank and outer body material of ABS with high pressure with standing enabling (up to 8 bar pressure) capacity including provision and connecting up of SS braidedpipe with adopter for inlet and outlet wwater connection having edjustable knob for temperature control and inner tank should be glass line coated, capacity25 Ltrs, having heating element 1.5 KW and not less than 5 star rating,suitable for ,230 volt,50 Hz electric supply complete all as specified and directed . 177 S&F fresh air fan PVC body air delivery > 800 CMH , 5 number of blades, AC single phase 230/240 V of size 250 mm sweep with louvre fixed complete with suitable size ply by cutting into suitable size as required complete all as specified and directed. 178 S&F in replacement pressure die cast aluminium housing LED street light luminaires with IP-66 deg. of protection suitable for 35 watt LED fitting, Power Factor > 0.90 voltage range - 140 to 270 Volts AC, temperature range 0 to 50 Degree C, system efficency at luminaire level > 110 duly fixed on 25 mm dia GI pipe light grade including 40 X 6 mm thick MS flat with suitable size of fastner including making connection flexible copper conductor cable from ceiling rose to fitting complete all as specified and directed. Note : Quoted rates shall be inclusive of all accessories like suitable GI pipe, 40x6 mm thick MS flat, fastner, nut & bolts, suitable length of flexiable wire etc. 179 S&F in repair factory made epoxy powder coated Distribution Board VTPN-4 ways (IP-43 protection), mechanical impactstrength IK - 09, with cement spill protector double doorfabricated from minimum 1.6mm thick CRCA sheet and fixed flush to wall and suitable for universal mounting and including 200 Amp copper bus bar, neutral bar, standard DIN rail, Earth bar and cable ties for cable management, top and bottom removeable gland plates with knockouts and suitable for one MCCB 125/160 Amp as incomer and12 Nos of SP MCB 10 to 63 Amps outgoing and conforming to HSN code : 8537 complete all as specified and directed. Note :- MCCB & MCB will be measured & paid separately. 180 S&F in replacement MCCB 125 Amps, thermal magnetic release,4 pole 16 kA ICS=ICU Complete all as specified and directed.
Contract Date: May 30, 2026 Contract Value : ₹ 3.02 Crore
Statutory Bodies & Commissions/Committees No of Bidders 11
Delhi View Result →
45.
Defence #11192596 AOC
Tender For Provn Of Central Mi Room At Nimu; 1 Lump sum price worked out by the contractor for BUILDING WORKSas listed in Schedule ‘A’ Part-I representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the MES B/F from Sl page No. 43 2 Lump sum price worked out by the contractor for (SITE CLEARANCE, EXCAVATION & EARTH WORK)as listed in Schedule ‘A’ Part-II representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the MES B/F from Sl page No. 44 3 Lump sum price worked out by the contractor for (INTERNAL ELECTRIFICATION)as listed in Schedule ‘A’ Part-III representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the MES B/F from Sl page No. 50 4 Lump sum price worked out by the contractor for (INTERNAL WATER SUPPLY)as listed in Schedule ‘A’ Part-IV representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the MES B/F from Sl page No. 52 5 Lump sum price worked out by the contractor for (ROAD, PATH & HARDSTANDING)as listed in Schedule ‘A’ Part-V representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the MES B/F from Sl page No. 54 6 Lump sum price worked out by the contractor for (SEWAGE DISPOSAL)as listed in Schedule ‘A’ Part-VI representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the MES B/F from Sl page No. 55 7 Lump sum price worked out by the contractor for (AREA DRAINAGE)as listed in Schedule ‘A’ Part-VII representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the MES B/F from Sl page No. 56 8 Lump sum price worked out by the contractor for (SHED FOR DG SET)as listed in Schedule ‘A’ Part-VIII representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the MES B/F from Sl page No. 58 9 Lump sum price worked out by the contractor for (HOT WATER SUPPLY)as listed in Schedule ‘A’ Part-IX representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the MES B/F from Sl page No. 59 10 Lump sum price worked out by the contractor for (EXTERNAL ELECTRIFICATION)as listed in Schedule ‘A’ Part-X representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the MES B/F from Sl page No. 65 11 Lump sum price worked out by the contractor for (EXTERNAL WATER SUPPLY)as listed in Schedule ‘A’ Part-XI representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the MES B/F from Sl page No. 66 12 SCH A PART - XII (MISC B/R & E/M ITEMS) (REFER BOQ)Note: This schedule is not pre-priced by MES and the rate indicated as Rs 0.00 under Col 5 signifies this fact only 13 INTERNAL ELECTRIFICATIONS&F Double door three phase prewired distribution board vertical DB VTPN 8 way with acrylic door made out of CRCA sheets 1.6 mm thick,phosphatised powder coated with copper Bus Bar 200 Amps, 415 V,IP 43/IK09, Earth Stud, Din Rail, Polymide terminal blocks for incoming and outgoing circuits, inbuilt loose wire box ,ground terminal blocks ,duly prewired with thimbled flame retardant copper conductors and poly layer for protection in and includingMCCB4 pole 63 Amp rating repturing capacity 16 KA.(Note:- Single Phase MCBs are to be measured and paid for seperately) 14 S&F LED building security light, pressure die cast aluminum housing, 20/25 watts capacity, 240V, IP 65 class, with suitable in-built electronic driver complete incld. fixed on a bracket made out of 1.5 mtr long Med grade GI pipe 40 mm dia bend to shape as directed fitted on wall at a height not less than 5 mtr from groundwith MS clamp, nuts and bolts and washers as required at site and incld. connecting luminarie to the nearest ceiling rose/junction box with 1.5 sqmm PVC insulated 3 core wire complete all as directed and specified by Engr-in-Charge.NOTE - Cost of all minor spares and jobs required for fixing of light fixture on wall and for electrical connections are deemed to be included in the quoted rate. 15 S&F new wall mounted fan of approved make and type complete all as specified and as directed. 16 S&F TV Co-axial socket 1 module, complete all as specified and as directed. 17 S&F Single pole and neutral enclosure with a two pin and earth plug and socket complete with one double pole MCB 20 Amps 18 INTERNAL WATER SUPPLYS&F single piece Vitreous china wash down water closet pan Pedestal Pattern white, with seat white closed pattern with flat bottom and cover mild steel chromium plated or aluminized hinging deviced including flushing system , pipe and joint etc and connection to drain, flushing, pipe, anti-syphonage pipe, and fixing arrangements with fixing bolts etc including making good the disturbed portion of floor in cement concrete 1:2:4 type B-0, as in repairs complete all as spd & directed complete all as specified and directed by Engr-in charge.. 19 S&F CP Grating including jointing to waste pipe fixed in cement concrete type B-1 (1:2:4) dia of outlet is 100 mm complete all as specified and directed by Engr-in charge. 20 S&F hand shower (health faucet ) with 8mm dia and 1 meter long CP flexible tube and wall hookcomplete all as specified Make: Cera, Jaquar , Marc & Hindware as per Sample and directed by Engr -in Charge 21 S&F Soap dish (S/S), any type, fixed to plugs with chromium plated brass screws, all as specified and directed by Engr-in charge. 22 ROAD, PATH & HARD STANDINGM&L for wet mix macadam (WMM) for 150mm thick (compacted thickness) laid in two layers of 75mm each grading as per table 400-13 of MoRTH (Ministry of Road Transport & Highways) specification of Road and Bridge works 2013. Manufactured in WMM plant, material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100 KN static weight and conslidating required gradient and camber. The finished surface tolerance to be as per table 900-1 of MoRTH specification for road and bridge works 2013 complete all as specified and directed by Engr-in-Charge. 23 M&L for applying thermoplastic paint marking 2.5mm thick centerline ,stop line,dashes,arrows etc and n exc 10cm wide on roads pavements with hot applied thermoplastic road marking paint ofapproved colour confirming to BS 3262-1989 with special applicater machine all as per manufacturers instructionof any colour on road surfaceincluding cleaning with gunny bags removing all loose dirt/dust complete all as specified and directed. 24 M&L for RCC Septic tank designed to carry sewage and sullage water, excavation in any type of soil, PCC 1:4:8 below foundation, RCC M-30 Design Mix in Walls , Base Slab , Baffle walls and Roof Slab including beams etc with Vent shaft , manhole openings with cover connection etc, complete with effective depth of 1.5 meter and overall depth of 3 meter for 100 users. 25 M&L for Soakage wells excavation, in any type of soil, foundation in PCC 1:3:6, walls of honey combed masonry with top ring of M25 concrete including intercepting chamber and screen chamber made of Brick masonary in CM, RCC cover slab in M25/ SFRC cover, interconnecting pipes of RCC/DWC complete filled with brick bats of size 3M Dia and 3 M Depth. 26 EXTERNAL ELECTRIC SUPPLYS&F Polycarbonate junction boxes IP 65 protection of size 0.200 x 0.250 x 0.155 m complete with 1 Nos MCB SP 2.5 Amp & 4 way industrial connector including clamp made out of MS flat 30x5mm connection from junction box to street light fitting with three single core PVC insulated, PVC sheathed wire 2.5 Sqmm copper & PVC conduit 20 mm dia complete all as specified and directed by Engr-in-charge. 27 Excavation in trenches by cutting of road crossing/PCC hard standing, under boundary wallfor laying of pipe/cable including making good the existing surface with same finish to match the original finish complete all as specified and directed by Engr-in-charge. 28 S&FHT/LT MS cable route indicator 4 dia fixed with two Nos of nut, bolt and washers and provision of PCC 1 : 4 : 8 type D-2 using 40 mm grade stone aggregate of not less than 0.018 cum in each at base buried under the groundincl necessary earth work complete all as specified and directed by Engr-in-charge. 29 Supply, installation, testing and commissinoning LT panel board suitable for working on 3 phase ,4 wire ,415 volts, AC ,50Hz indoortype, cubicle, floor mounted, free standing, dust and vermin proof, air ventilation factory fabricated made out of 2 mm thick CRCA sheetduly powder coated and shall be CPRI Approved and as approved by GE. The Panel shall have front and rear opening, locking arrangement, cable alleys, bus bar chamber and switch gear compartment, hinged door with rubber gasket, bottom cable entry holes for incoming and out going cables, earthing terminals, affix danger notice plate, glands, AI bus bar duly covered with heat shrink sleeves colour coaded duly fixed onDMC/SMC insulators, housed in a separate bus bar chamber and control wiring with copper conductor cables of adequate size and length, incoming and outgoing MCCBs shall have extended bus bar links and mounted on 50x50x5mm sizeMS angle iron frame duly painted including PCC 1:2:4 Type B1 (using 20 mm graded stone aggregate ) in foundation design subject to approved of AGE (I) Nimu to sent the site requirementcomplete all as specified and directed including comprising of following :- 30 (a) MCCB 400 Amps, FP, 36 KA, 415 volts, 50Hz - 01 No (I/C)(b) MCCB 200 Amps, FP, 25 KA, 415 volts, 50Hz - 02 No ( CHS)(c) MCCB 125 Amps, FP, 16 KA, 415 volts, 50Hz - 04 Nos (APFC, TPN DB -02, Spare )(d) MCB SPN 40 Amps, 10 KA, 220 volts, 50Hz - 03 Nos (Garage,Street light, Spare-1)(e) On load Chengeover 400 Amps 4 pole -01 No (f)Digital voltmeter, with VSS - 01set(g) Digital Ammeter, with CTs & ASS - 01 set(h) LED phase indication lamps RYB - 01 set(j)Single phase Rotary Automatic Light controller Nature switch with voltage range 120-440V,AC,20 Amps,IP-65,50HZ-01 Nos(k) Copper bus bar TPN 600 Amps rating - 01 set 31 Labour for boring underground upto 100 mm bore for road crossing 3 mtr to 10 mtr not exceeding 1.5 mtr in depth for laying of electric cable and GI tubing in soft/loose soil complete all as specified. 32 EXTERNAL WATER SUPPLYM&Lfor cutting existing GI pipes and insertion of new Tee branches of suitable size to take branch connection of 50mm dia PP-R.Note : Suitable size of Tee branch is deemed to be included in the quoted rate. 33 Construction of stone masonary valve pit chamber of size 90cm x 90 cm x 90 cm (internal dimension) including all necessary excavation and earthwork in hard / dense soil and disposal of surplus soil to a distance not exceeding 50 meters & deposting the same as directed includingPCC in foundation of the mixture (1:4:8) D-2 stone masonary in cement motor 1:4 rendering 15mm thick in cement mortar 1:4 internally finished even and fair and pointing flush externally as the work proceeds in the same mortar as of stone masonary including mild steelframe (made out ofangle in 40x40x6mm) MS steel cover 3.15 mm thick with handle and locking arrangement with ginges angle iron flat as requiredat site including painting of all posed MS work with two coat of synthetic enamel paint over a coat of red oxide primer and painting all the steel surfaces embedded in PCC with two coats of black bituminuos paint andall other relevant work complete . 34 M&L for providing tracer/anti freezing cable of capacity 20W/m required to keep the pipe warm upto avoiding freezing all as specified including electrical wiring cable for connection of suitable size 35 (CENTRAL HEATING SYSTEM)Electric Hot Water Generator : Supply, installation, testing and commissioning ofpackage type electric Hot Water generator constructed out of MS sheet having top open-able cover for easy access and removal of heaters. The HWG shall be suitable for indoor mounting. The generator shall be provided with 50mm thick fibre glass insulation 32 kg density finished with 0.8mm / 22G aluminium cladding sheet. The generator shall have electrical capacity of 50 kW. The heater shall be electrical resistance type, copper tube with chromium plating. The generator shall be complete with float valve, pressure gauge with ball valve, master and bank thermostats, etc. The generator shall be suitable for 3 phase, 415+ 10% Volts, 50 Hz. AC supply. The generator shall complete with self-contained incoming isolation, ammeter, voltmeter, contactors for heater banks in three steps complete with manual/auto rotary switches. 36 Notes:- (i) Allneccassary accessories required for the proper fucntioning of Hot Water Genearator are included in price.(ii) The prices should include lifting, shifting and positioning of units at Site.(iii) Hot Water Genearator installation to done as per Manufacturer recommendation with all installation requirements i.e Foundation, Vibration Isolator,Insulationetc as recommended by Manufacturer for the Ambient Temperature of Site. ODU installation is included in ODU price which includes the Civil Struture, Mechanical Structureetc as recommended byManufacturer.(iv) The Contractor/OEM will shall submit the Hot Water Generator capacity/Burner Capacity conforming to relevant IS Code(v) OEM should submit the Installation and Maintenance Schedule/ Manual for the Boiler. 37 GLYCOL CIRCULATION CENTRIFUGAL PUMPS: Supply, Installation, Testing & Commissioning of PN16 ratedAxial Split Coupled Vertical Inline water pump set with CI casing, Bronze Impeller, SS Shaft and externally flushed outside type balanced mechanical seal and non overloading motor, as per specifications and drawings. with Suitable HP, TEFC squirrel cage induction motor with IE3 type class F insulation, Motor shall be rating of IP 55, operating on 415 ±10% volts, 3 phase, 50Hz AC Supply. The external flush line must be used for the purpose of heat dissipation from the mechanical seal.Pumps with performance characteristics as given below:The internal components of pumps including mechanical seal shall be suitable to sustain a fluid temperature of -25 Degree Celcius to 120 Degree Celcius. Vendor shall be provide antivibration arrangement for pumps . 38 The scope also shall include following below mentioned:(i) Electrical by pass starter for pump setas recommended by OEM. (ii) 25 mm thick polyviny nitrile rubber insulation duly cladded between aluminium sheets of 0.5mm thickness and properly clamped to pump.(iii) Pressure gauges 150 mm dia -03 Nos (iv) Mounting frame with antivibration pads (In case pumps are inline, anti vibration system shall be as per Manufacturers recommendation) (v) RCC/Cement concrete foundation for the pump unit. (In case pumps are inline, foundation shall be as per Manufacturers recommendation).Pump capacity are as under:Capacityand pump headnot less than flow 25 USGPM , Head 20 mtr (Refernce Model No. : Armstrong : Series 4300 - 40-150 - 2p - 1.5 kW) each including the Triple duty valve and End Suction guide. 39 EXPANSION TANK and Pressurisation Unit:Supply, Installation, Testing and commissioning of INSULATED PRESSURISED CLOSED WATER EXPANSION TANK suitable for total volume ofGlycol - Water Solution, circuit along with necessary accessories such as along with necessary accessories such as 2 Nos pumps (1working +1standby) with Pressure Transmitter andinterconnecting Pipe & Isolating Valve complete with piping connections, safety relief valve, drain valve, pressure gauge, automatic air purging arrangement, etc.with Pressure Transmitter andinterconnecting Pipe & Isolating Valve complete with piping connections, safety relief valve, drain valve, pressure gauge, automatic air purging arrangement, etc. The tank shall be pre-charged. Expansion tank Shall be with replaceable heavy duty butyl rubber bladder. The tankconnections should be as per OEM recommendationsand 20 mm drain and charging valve connection to facilitate the on site charging of nitrogen in the tank.The tank shall be fitted with lifting rings and a floor mounting skirt for vertical installation. The tank must be constructed in accordance with IS-STANDARD 2825-1969 (withlates Revision)and Rated at PN 16 . The complete system shall be sourced from single manufacturer and supplied and installed with all accessories and safety fixtures required for proper functioning of the complete hydronic system.The tank shall be duly painted in approved colour shall be complete with pressure switches and power distribution and control panelIP55 Control Panel, Pressure Transmitter, interconnecting piping & wiring. (Tank capacity 500 Ltrs). Hot Glycol - Water closed vessel pressurized expansion tank as described above shall be duly Insulated with 50 mm thick PUF/Nitrile Rubber insulating material or Equivalent U valueInsulating Material and cladded with aluminium Sheet (20G). Electrical by pass starter for pump setas recommended by OEM. 40 Expansion Tank of 500 Lts capacity 41 PRESSURIZATION UNIT: for Pump Set -03 Nos with Control Panel and accessories. 42 Make Up TANK: Supply, installation, testing and commissioning of factory made Make up Water Tank, Rectangular/Circular shape, of 4 mm thick MS sheet (IS 2062), of capacity of 550 litres complete with inlet, outlet, overflow, drain pipe of MS and vent with flame arrestor. Tank will be provided with supports made out of minimum 50mm angle iron duly painted, to keep tank base at minimum (1000mm) above FFL. Service platform shall be provided as per recommendations of OEM. The tank shall be provided with remote indication of levels provided level switches for on-off operation of tranfer pump. Extra high level and extra low level alarm shall be provided. Tank and structure shall be painted with two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed.Make up Water tank as describedabove should beduly Insulated with 50 mm thick PUF/Nitrile Rubber insulating material and cladded with aluminium Sheet (20G). 43 Supply, Installation, Testing and Commissioning ofSteel plate Radiator( Wall Mounted) confirming EN- 442 , working pressurerange from 10-13 bar having workinh temparture of 110°C, complete with top grill side cover as standard along with inlet ,outlet valve, Air purge valve andwith threaded plug, flow regulator as per OEM.The below desired capacity should be calculated at Altitude of 3600 mts above sea level. Capacity calculation sheet to be provided to Engineer in Charge. The below mentioned capacity is at INLET TEMP: 75 Degree Celcius , OUTLET TEMP: 65 Degree Celcius. Referemcwe Model Series. 44 1.5 kW, Type: 33- DKEK, Length is 1000 mm and Height is 600 mm of Radiator. 45 2.5 kW, Type: 33- DKEK, Length is 1000 mm and Height is 600 mm of Radiator. 46 3.5 kW,Type: 33- DKEK, Length is 1600 mm and Height is 600 mm of Radiator. 47 5 kW,Type: 33- DKEK, Length is 1600 mm and Height is 900 mm of Radiator. 48 5 kW,Type: 33- DKEK, Length is 2000 mm and Height is 600 mm of Radiator 49 M & L for Pre-insulated MS pipe,Class C havingminimum thicknes of PUF insulation as mentioned below and of density 36 Kg/Cum and 26 gauge AL cladding complete suitable for above ground as per sizes shown.The pipes should be insulated with closed cell puf of density 36±2 Kg/Cum of below mentioned thickness. The Pipe should be workable in the temp. range of-50 Degree Celciusto120 Degreec Celcius. Note:-The Pipes size 150mm & below shall be M.S. ‘C’ class as per IS : 1239 50 80 mm with 36 mm PUF thicknes and 26 Gauge Al Cladding. 51 65 mm with 36 mm PUF thicknes and 26 Gauge Al Cladding. 52 50 mm with 36 mm PUF thicknes and 26 Gauge Al Cladding. 53 40 mm with 36 mm PUF thicknes and 26 Gauge Al Cladding. 54 20 mm with 36 mm PUF thicknes and 26 Gauge Al Cladding. 55 Buried under ground/Exposed to Ambient:80 mm with 50 mm PUF thicknes and HDPE Cladding, 26 Gauge Al Cladding. 56 Cabel Tray :-Supplying and installing following size of perforated painted with powder coating M.S. cable trays with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling/Ground/wall with M.S. suspenders as per IS code including bolts & nuts, painting suspenders etc. as required of size 150 mm width X 50 mm depth X 1.6 mm thickness 57 Supplying, fixing, testing and commissioning of following diameter valves (PN-16 Rating) (Complete with Flanges integral or welded, fittings, Nuts, Bolts & Gaskets (PN-16 Rating), strainers (Complete with flanges integral or welded, fittings, Nuts, Bolts & Gaskets (PN-16 Rating), gauges etc for condenser water circulation as per specifications. Insulation thickness ofvalves should be equal to the Insulation of PUF and GI Cladding of Pipe Section as specified. Butterfly Valve ( Insulated Valves) with CI body SS disc nitrile sheet & O ring, Complete with fittings, Nuts, Bolts & Gaskets.Butterfly Valve ( Insulated Valves) with CI body SS disc nitrile sheet & O ring, Complete with fittings, Nuts, Bolts & Gaskets. 58 80 mm dia Butterfly Valve 59 65 mm dia Butterfly Valve 60 50 mm dia Butterfly Valve 61 Supplying, fixing, testing and commissioning of Y-STRAINER (Insulated Valves) of Ductile CI Body flanged ends with stainless steel strainer forhot water circulation including Insulation thickness ofvalves should be equal to the Insulation of PUF and GI Cladding of Pipe Section as specified of size 50 mm dia Y strainer. 62 Supplying, fixing, testing and commissioning of NON - RETURN VALVE (Insulated Valves) with duel plate of CI body SS plates vulcanized NBR seal flanged end & PN 16 pressure rating forhot water circulation includingInsulation thickness ofvalves should be equal to the Insulation of PUF and GI Cladding of Pipe Section as sepcified of size 50 mm dia NRV. 63 Supplying, fixing, testing and commissioning of Automatic Air Purge Valves forhot water circulation headeras specified of size Automtic Air Purge Valve 20 mm dia. 64 Supplying, fixing, testing and commissioning of Air Separator compleate allas specified of size 50 mm dia. 65 Supplying, fixing, testing and commissioning of water pressure gauge (100 mm dia) bourdon type with brass ball valve of 3/8 dia and SS tubing, socket.Range (0-50) / (0-100) as required by Engineer In Charge. 66 Supplying, fixing, testing and commissioning of Mercury in glass industrial thermometer in SS-304 casing with 0.5 C least count, range 0-50 C. Brass oil filled thermowell of 1/2 size as required by Engineer In Charge. 67 Electrical distribution Panel Supply, installation, commissioning and testing of factory made, CHS Plant, indoor type made out of CRCA sheet 2 mm thick, frame factory fabricated with front and back openable double door with locking arrangement, with MS angle section 50x50x6 mm support, duly powder coated painting having thickness not less than 100 microns provided suitable gasket to make it dust and vermin proof, suitable for 3 Phase4 wire, 415 Volts, 50 Hz, AC supply system, floor mounted and grounting the legs of panel in PCC foundation 1:4:8 complete as all directed suitable for and including the following :- 68 INCOMERS(i) Bus Bar TPN Al extensible type main bus bars of minimum of 600 A capacity (As per capacity of corresponding incoming / Bus couplers) , and auxilliary bus bars ofsuitable capacity with heat shrunk coloured sleeves and i/c SMC bus bars supports at required intervals complete for cross section, size supports & their spacing etc. for withstanding fault level of50kA .(ii)MCCB 400 Amps, 415 Volt, 36 KA, 4 Pole,Microprocessor release- 01 No for incoming (Extended Rotary Operating Handle, Phase Spreader links and Phase barriers ) Make: Legrand/Schenider/SimensOUTGOINGS(i) 3Nos- 125A ,25 KA TPNMCCB/ACBwith Microprocessor release (3# Hot Water Generator)(ii) MCB 10 Amp,TPN,10KA, C curve - 06, 3 Nos for Pumps , 2 Nos for Pumps ,01 Nos for glycol transfer pump(iii) LED Phase indication lamps (01 Set) with 2Amp back up MCB,Breaker ON/OFF indicating light with 2A MCB, test terminal block set, circuits as per standard practice, auxiliary contacts for positive interlocking of the breakers as required. - 2 Set (iv) Digital Ammeter with in built ASS,metering C.T.sCAST RESIN type, 15VA, and accuracy class-1of 800/5A for measuring current in each phase - 01 Set.(v) All accessories prewired with appropriate size copper strip or wire and thimbles etc. all as required including foundations as per Manufacturers recommendations all as directed by Engnr-in-Charge.Note : Contractor will submit the drawing for approval of panel to GE before execution. 69 LT CABLES : Supply & Laying/ fixing of following size XLPE insulated and PVC sheathed AI conductor armoured cable/unarmoured as required of 1.1 KV grade complete as require (ISI Marked) (in ground/in pipe/in duct/on surface/on cable tray)Note for 49.01 to 49.04 :- Cable shal withstand temperature variation (-) 35 °C to (+) 35 °C at appx 3500 mtr above sea level. 70 3.5 Core x 70 sq.mm. (Electric Hot Water Generator) 71 4.0 Core x 10 sq.mm. (Pump) and (Pressurization Unit) 72 2 Core x 10 sq.mm. (Pump) 73 2 Core x 6 sq.mm (Pressurization Unit) 74 Earthing complete with Copperearth plate electrode of size 60cm X 60cm X 6mm buried directly in ground vertically at a depth not less than 2.25 metre below normal ground level with top edge of earth plate at a depth not less than 1.5 metre below normal ground level surrounded from all sides by 15 cm thick and packed layer of charcoal dust and common salt filling in alternate layers etc and connected to and including Copper strip of size 32x6 mm up to 7.5 mtr by means of bolts, nuts, check nuts and washers made of brass and protected by light grade 40mm dia upto 7.5 mtr long GI pipe connected to main controlboard and GI pipe light grade 20mm bore for watering and including funnel, wire mesh, RCC pit cover 50mm thick and PCC chamber pit with PCC 1:2:4 type C2 (including excavation and earth work disposal of surplus soil to a distance not exceeding 50 metre) and testing making test point and testing after completion all as specified and shown on plate No 3 of SSR Part-I 2009 complete all as specified & directed by Engr-in-charge 75 S&F rubber matting conforming to IS-15652-2006 complete as required. of size2m x 1m x 25 mm 76 Glycol - Water SolutionSupplying of Ethylene glycol concentrate along with the necessary additives and inhibitor in cognition in sealed barrels complete all as directed.NOTE;- (i) The glycol concentrate shall be mixed with potable water supplied by contractor and filled in central heating system pipe line after proper leak test of entire circuit. The glycol water mixture ratio shall be 45 : 55 and freezing temperature shall be - 45 Degree Celcius (ii) First charge of glycol is included in the quoted rate. First Charge Include Charge in CHS pipe lineStorage Tank. (Glycol 45 % ,Water 55 %) 77 For CHS 78 Supply of Gycol for running of Plant for 12 months 79 GLYCOL CIRCULATING PUMP: Supply, Erection, Testing and Commissioning ofTransfer pumps for the capacity of 5 LPM 5 meter head for Glycol Fluidtransfer with base frame foundation, bolts coupling coupling guard,TEFC, (OEM design HP for the required Flowand Head ) andother accessories for proper function of the pump. 80 OXYGEN GAS MANIFOLD : Supply , installation , testing and commission 4+4 oxygen manifold with middle frame, tail pipe, NRV and ESSAB make 10x14 regulator complete all as specified and directed by Engr in charge . 81 Supply, installation , testing and commission 3 cylinder emergency inlet for oxygen complete all as specified and directed by Engr in charge . 82 Supply , installation , testing and commission automatic control panel with Analog Display 02 for oxygen complete all as specified and directed by Engr in charge. 83 S&F of copper tubing of size 15 mm OD, EN -13348 Grade , 0.9 mm wall thickness including proper saddling , clamping and insertion of branches connections including all fitting for medical use, complete all as specified and directed by Engr in charge. 84 S&F of copper tubing of size 12 mm OD, EN -13348 Grade , 0.9 mm wall thickness including proper saddling , clamping and insertion of branches connections including all fitting for medical use, complete all as specified and directed by Engr in charge. 85 S&F BS type gas outle with probe for oxygen for medical compleate all as specified and directed by Engr in charge 86 S&F 1/2 Brass ball valve with end fittings including all fittings for medical usecomplete all as specified and directed by Engr in charge. 87 S&F BPC flow meter (0-15 LPM) including humidfire bottle complete all as specified and directed by Engr in charge . 88 S&F 3/8 Brass ball valveincluding all fittings for complete all as specified and directed by Engr in charge. 89 STAND BY DG SET : Supply,install, test and commissioning of silent Diesel Engine Generating set 415 volts, 3 phase, 4 wireengine as per IS08528 conforming to CPCB Norms IV, and alternator as per IS08528 of capacity 400 KVA at NTP with control panel having meters, sound proof canopy etc with foundation (As per OEM design) including all accessories as per manufactures standard and as per the details given below and independent relay panel for automatic on mains failure:- AC Generator should be suitable for ambient conditions at nimu Leh area. 90 (A) Alternator : Standard design alternator rated at 400 KVA (320KW)net output at power factor 0.8, AC, 3 phase 4 wire, 415 V, 50 Cycles/Second, 1500 RPM self excited, self regulated, screen protected, drip proof IP 23 enclosure, brush less design, voltage regulation ± 2.5 % rated voltage from no load to full load and frequency regulation within ± 1.5 % tolerence. (B)DIESEL ENGINE : Vertical diesel engine of suitable capacity, closed circuit as per BS-649 or IS-1002 direct injection type, Electric starting system having rated speed 1500 RPM. The DG set Shall be capable for running with 10% over loading for 01 hour in every 12 hours as perBS-5514/BS-649. Engine shall be multi cylinder, multi stroke, direct injection andequipped with all standard fitting as per manufactures recommendations and mounted on common base frame with following Specifications.(a) Fly wheel with housing (i) Common base frame of sturdy design suitable for anti vibration mounting and permanent concrete foundation for mounting engine and alternator as per manufacturers instructions (b) Cooling system (i) Radiator with fan & belts & guard, rubber hoses and thermostat. (ii) Cooling water pump centrifugal type . 91 (c) GOVERNER : Electronic Governer (d) ELECTRIC STARTING SYSTEM : Electric Self starter , 24 volts DC(12 volt, 150 AH battery 2 Nos)charging alternatoraspermanufacturers design,copper leads with lugs of adequate size complete with initial charging of maintenance free battery 2X12 volt 150 AH capacity. (e) GENERATOR MONITORING PANEL : Comprising of following :- (i) Microprocessor based genset controller for metering, monitoring, governing and protection. (ii) Engine protection for low lub oil pressure, high coolant temperature (alarm & shutdown) (iii) Alternator protection parameters like under voltage, over current, under frequency, over frequency (alarm & shut down) (f) ACCESSORIES:AVM Pads built or separately mounted to manufacturer base frames. (g) COUPLING ARRANGEMENTS: Fixed coupling, flywheel to suit fixed coupling and fly wheel housing.(h) EXHAUST SYSTEM : should have equipped with emission control device as per latest Govt norms. Silencer complete with exhaust pipe of suitable size upto and out side the building all covered with asbestos rope of suitable size all as specified and as directed.(j) FUEL TANK: Daily service fuel tank of capacity suitable for 8 hours continuous operation made out of 3 mm thick (heat retardant) sheet with indicating gauge, built inside the acoustic enclosures or as per manufacturers design 92 (C)ACOUSTIC ENCLOSURE : All as per CPCB norms IV and OEM of DG Sets design.(D)AMF Panel : Supply, install, testing and commissioning of AMF Panel outdoor type, cubical body,dust and vermin proofmade up of CRCA sheet painted with two coats of synthetic enamelled paint over a coat of red oxide primer confirming to IP 45 with front and rear opening with louvers andmounted on floor with PCC pedestal pillars with a clearance of atleast 0.3 m above ground level with glands sockets etc with provision of cable entry from bottom all pre wired and connected complete with following accessories:-(i) Microprocessor based Panel -01 No(ii) Power Contactor heavy duty suitable for generator and mains (iii) Over load relay for genset (iv) Suitable rating isolating switch MCCB for both DG & main supply.(v) Multi functioning meter to indicate voltage, current, frequency, P F, KW & KWH etc (vi) Emergency stop push button.(vii)Set of indicaters : - (a)Low lube oil pressure (b) DG Set over load(viii) Push button to start, stop (ix) Mode selector switch i.e Auto/Manual/Test/ OFF.(x) Set of Instrument fuse (xi)Set of aluminium bus bar of 600 Amps capacity 3 ph, 4 Wire system (xii) Automatic battery charging unit with DC voltmeter, Ammeter and selector switch for trickle/ Boost charging.(xiii) By Pass arrangement of main supply when AMF circuit fail due to any fault with provision of suitable rating change overs and switches. 93 The following items are deemed to be included in the rate quoted for all DG sets:- (i) DHPP for testing purpose shall be supplied by the contractor without any extra cost to Department. (ii)The contractor shall arrange for artificial load (water load/Electrical load) for testing for final testing of DG Set at site and the cost is deemed to be including in above offer. (iii) Testing of sound level should carried out at the site in presence of Engineer-in-Charge(iv) One set of latest Spare part catalogue with price, exploded view of parts and users manual are deemed to be included in the quoted rate.(v) All civil works including foundation for DGSet as per manufacturers drawing/ specification, foundation for AMF panel shall deemed to be included in the quoted rate.(vi) The rate quoted is deemed to be included for initial filling of radiator coolant and lubricating oil upto level.
Contract Date: May 29, 2026 Contract Value : ₹ 5.74 Crore
Statutory Bodies & Commissions/Committees No of Bidders 3
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46.
Defence #11191787 Price Bid
Tender for Cleaning/Removing Blockage Of Wc Indian Or Ewc Including Removing Blockage Of Pipes Upto 1St Manholes Including Necessary T&P Required Complete All As Specified And Directed. , Cleaning/Removing Blockage Of Urinal, Bath Or Kitchen, Gully Trap Including Cleaning Floor Trap And Removing Blockage Of Pipes Upto 1St Manholes Including Necessary T&P Required Completge All As Specified And Directed. , Taking Off Existing Manholes Covers & Cleaning Of Manholes (Any Size / Depth) By De-Watering And Taking Off The Rubbish / Sludge Etc., Removing The Same Upto 50 M Distance And Put Into Newly Excavated Pits Of Suitable Size And Covering With Excavated Earth And Placing Back In Position The Removed Covers Complete All As Specified And Directed. Notes :- 1. The Excavation And Earth Work Of Pit In Any Type Of Soil In Deemed To Be Included In The Unit Rates Of These Items. 2. No Extra Payment Shall Be Made For De-Watering Which Shall Deemed To Be Included In Unit Rates Of These Items. Net Quantity Of Sludge As Removed Shall Only Be Measured And Paid. , Cleaning Of Blocked Sewage Lines (Sgsw/Rcc/Ci Pipes) 150Mm/200Mm Bore Dia Systematically Using Necessary Tools Mechanically And/Or Manually Such As By Rodding, Passing Rope Knots, Bamboo Fanti And Disc Of Required Size (With Safety Measure Such As Dirt And Gas Etc), Flushing The Pipe Well With Water Till Clear Flow Of Sewage From Both Side Between Two Adjacent Manhole Of Any Depth From Both Side Sludge In Semi Liquid Stage Including All Water Effluence Etc And Removing All Materials From Site Of Work Upto A Distance Not Exceeding 50M And Depositing In Earth Pit Of Suitable Size Including Supply And Sprinkling Bleaching Powder And Covering Sludge With Earth After Removal Of Blockage Etc Complete All As Speicified And Directed. , Taking Off Existing Covers Of Septic Tank / Soak Well / Soak Pit & Cleaning The Same Of Any Size / Capacity By Dewatering And Taking Out Sludge In Liquid, Mud, Silt Or In Solid State After Emptying The Water By Manual Or By Mechanical Means And Removing The Sludge To A Distance Not Exceeding 50 M And Burying The Sludge In Newly Excavated Pits Of Suitable Sizes And Covering The Same With Excavated Earth And Placing Back In Position The Removed Covers Complete All As Specified And Directed. Notes :- 1. The Excavation And Earth Work Of Pit In Any Type Of Soil In Deemed To Be Included In The Unit Rates Of These Items. 2. No Extra Payment Shall Be Made For De-Watering Which Shall Deemed To Be Included In Unit Rates Of These Items. Net Quantity Of Sludge As Removed Shall Only Be Measured And Paid. , Supply & Fixing In Repairs Plain, Galvanised, Mild Steel Sheeting, Cover With Suitable Nos Of Spikes On Top Of Cover For Rotational Moulder Polythene Water Storage Tanks Of 500 Litre / 1000 Liters Capacity Including Necessary Securing And Locking Arrancement With Nuts, Bolts, Hasp Staple And Washers Complete All As Specified And Directed. , S & F In Repairs 110 Mm Bore Pvc (Swr) Pipes Single Socketed In Any Length With Rubber Ring Joints Fixed To Walls Including Necessary Iron Clips Fixed With Screws / Nails Complete All As Specified And Directed. , S & F In Repairs 110 Mm Bore Pvc Bends In Any Radius Diminishing Piece Or Taper (Larger Bore Measured) Complete All As Specified And Directed. , S & F In Repairs 75 Mm Bore Pvc (Swr) Pipes Single Socketed In Any Length With Rubber Ring Joints Fixed To Walls Including Necessary Iron Clips Fixed With Screws / Nails Complete All As Specified And Directed. , S & F In Repairs 75 Mm Bore Pvc Bends In Any Radius Diminishing Piece Or Taper (Larger Bore Measured) Complete All As Specified And Directed. , Cleaning And Removing All Scale And Dirt, Etc And Form Mouths Of Circulating Pipes, Etc And Hoisting Or Reconnecting And Re-Fixing In Position After Cleaning Tanks Of Capacity Exc 250 Liters & N Exc 500 Liter Complete All As Specified And Directed. , Cleaning And Removing All Scale And Dirt, Etc And Form Mouths Of Circulating Pipes, Etc And Hoisting Or Reconnecting And Re-Fixing In Position After Cleaning Tanks Of Capacity Exc 500 Liters & N Exc 1000 Liter Complete All As Specified And Directed. , Excavation In Trenches Not Exc. 1.50 M Wide And Not Exc. 1.50 M In Depth For Foundation Etc. Or For Manholes, Cesspits, Shafts Etc. Not Exc. 10 Sqm On Plan And Getting Out In Hard / Dense Soil Complete All As Specified And Directed. , Demolition And Breaking Up Drain Pipes (Salt Glazed Ware, Ac Or Reinforced Concrete) Set In Cement Mortar Of 150Mm Dia In Foul Condition Including Removing The Debris To Distance Not Exc. 50 M And Depositing Where Directed , M & L For 150 Mm Bore Salt Glazed Stoneware Drain Pipes Grade A Laid In Trenches And Jointed In Cement Sand Mortar 1:1 With Spun Yarn Complete All As Specified And Directed. , M & L For Cement Concrete 1:3:6, Type C-2 (Using 40 Mm Graded Crushed Stone Aggregate) As In Bed To Drain Pipes Of 150 Mm Bore Including Packing Under And Haunching Against The Side Of Pipe After They Are Laid And Tested Complete All As Specified And Directed. , Returning, Filling In, Including Spreading, Levelling, Watering And Well Ramming In Layers Not Exc. 25 Cm Thick In Each Layer As In Hard / Dense Soil Complete All As Specified And Directed. , Removing Surplus Excavated Material (Soil) To Distance Not Exc. 50 M And Depositing Where Directed At A Level Not Exc. 1.50 M Above The Starting Point Complete All As Specified And Directed. , Demolition Of Reinforced Cement Concrete In Any Position And Any Description Including Cutting Of Reinforcement Bars To Facilitate Demolition Complete All As Specified And Directed. , M & L For Providing Pre-Cast Cement Concrete Landing, Cover Slabs, Chulla Hoods, Chajjahs, Shelves And Similar Items With Plain Faces In Cement Concrete 1:2:4 Type B-1 Using 20 Mm Graded Crushed Stone Aggregate And Setting In Cement Mortar 1:4 Complete All As Specified And Directed. , M & L For Mild Steel Tmt Bars 6 To 8 Mm Dia, Cut To Length, Bent To Shape Required Including Cranking, Bending Spirally For Hooping For Columns And Binding With And Including Mild Steel Wire (Annealed) Not Less Than 0.9 Mm Dia Or Securing With Clips Complete All As Specified And Directed. , Demolition Of Precast Plain Cement Concrete Block Masonry / Brick Work Or Stone / Boulder Masonry Including All Quions, Arches, Pillars, Etc Built In Cement Mortar Or Cement Lime Mortar Complete All As Specified And Directed. , M & L For Brick Work With Sub Class B Old Size Bricks Straight Or Curved On Plan Exc, 6.00 M Mean Radius Built In Cement Mortar 1:6 Complete All As Specified And Directed. , M & L For Providing Plain Cement Concrete Type B-1, 1:2:4 (Using 20 Mm Graded Crushed Stone Aggregate) As In Coping, Bed Block For Embedding Hold Fasts, Kneelers, Apex Stones, Bed Plates, Water Troughs And The Like Including Weathering, Slightly Rounded Or Chamfered Angles & Throating As Directed Including Necessary Form Work As Required Complete All As Specified And Directed. , M & L For Cement Concrete 1:3:6 Type C-2, Using 40 Mm Graded Crushed Stone Aggregate As In Surface Channel Or Drain Complete All As Specified And Directed. , Taking Down Cement Or Cement Lime Plaster From Brick Work Or Stone Wall Etc. Including Raking Out Joints, Hacking For Key, Scrubbing Down With Water Etc. Complete All As Specified And Directed. , M & L For Rendering 15Mm Thick In Cm 1:4 Fair Faces Of Wall Surfaces Of Brick Work Or Concrete Surfaces Rendering Is To Be Finished Even And Smooth Without Using Extra Cement Complete All As Specified And Directed. , M & L Preparing Newly Plastered Surfaces Of Walls And Applying Two Coats Of Cement Base Paint Over A Coat Of Primer Complete All As Specified And Directed. , Demolition Of Cement Concrete (Un-Reinforced) In Ground Floor And Paving Not Exc. 15 Cm Thick (Below Or Above Ground Level) Complete All As Specified And Directed. , M&L For 75Mm Thick Plain Cement Concrete 1 : 3 : 6 Type C-2 (Using 40 Mm Graded Stone Aggregate) As Sub Floor Or Sub Base Or Similar Work Including Necessary Form Work Complete All As Specified And Directed. , M& L For 40Mm Thick Plain Cement Concrete 1:2:4 Type B1 (Using 20Mm Graded Stone Aggregate) As In Floors And Finishing The Top Surfaces Even And Smooth Using With Extra Cement Complete All As Specified And Directed. , M&L For Chequered Cement Concrete Tiles 25Mm Thick With Mixture Of Grey Cement And Pigment In Reqd Proportion, Set,Area Of Each Tile Exceeding 0.05 Sqm But Not Exceeding 0.09 Sqm, Jointed And Pointed In Near Cement Slurry In Floors,Laid On Screed Bed Or Bedding Layer Of Mortar 15Mm Thick 1:6 Cement Mortar Complete All As Specified & Directed , Demolition Of Cement Concrete (Unreinforced) In Ground Floors And Pavings Exceeding 15 Cm Thickness.(Below Or Above Ground Level) Complete All As Specified And Directed. , M&L For Cement Concrete Type D-2 1:4:8 (40Mm Graded Aggregate) In Foundations, Filling,Sub Base And Mass Concrete Complete All As Specified & Directed By Engr-In-Charge. , M&L For Sand Filling Under Interlocking Tiles Or In Foundations Including Watering And Consolidation Complete All As Specified & Directed By Engr-In-Charge. , M&L Machine Pressed Precast Concrete Interlocking Paver Block Any Shape And Size Confirming To Is 15658-2006 Of 80 Mm Thickness M-40 Grade Complete All As Specified By Engr-In-Charge. , M&L For Plain Cement Concrete 1:3:6 Type C-1 Using 20 Mm Graded Stone Aggregate As In Coping /Kerbing/Side Of Interlocking/Flooring/Hardstanding Etc.Including Weathering And Throating Including Necessary Form Work Etc.Complete All As Specified And Directed. , M&L For Repair Of Pot Holes Any Depth N Exc 1.5 Sqm In Cross Section Each Including Sweeping Free From Dust ,Mud, Water Sunken Surfaces In Roads , Paths, Hardstandings Etc, Cutting Around Edges To Atleast 25 Mm In Depth And Filling The Pot Holes With Instant Road Repair Bituminous Material Having Avg Aggregate Size Between 6 Mm To 10 Mm And Density Not Less Than 2200 Kg/ Cum And Minimum Bitumen Content Not Less Than 6% , Complete All As Specified And Directed By Engg-In -Charge. , Excavating In Post Holes (Or Similar Holes) In Hard/Dense Soil Each N Exc 0.5 Cu. M, Getting Out, Returning, Filling In And Ramming Earth Or Broken Rubble Mixed With Earth Around, In Layers Not Exceeding 25 Cm Complete All As Specified & Directed. , Dismantling Posts Or Struts (Wood, Steel Or R.C.C.) Any Section Embedded In Pcc, Including Taking Out Embedded Portion And Making Good Disturbed Ground Complete All As Specified & Directed. , Dismantling Wrought Iron Or Mild Steel Work Of Any Description Not Otherwise Provided For Complete All As Specified & Directed. , Dismantling Chain Link Fencing Wire Mesh, Any Type & Size Complete All As Specified & Directed. , M&L For Plain Cement Concrete Type D-2 1:4:8 (40Mm Graded Aggregate) In Foundations, Filling And Mass Concrete Complete All As Specified & Directed. , M&L For Ms Work In Hand Rails, Half Round Or Other Steel Section Or Core For Wooden Hand-Rail Straight Portion, Drilled And Countersunk For Balusters Running Bars, For Doors, Balusters, Nosing To Steps Including Embeding In Concrete And Screwing Etc. Wind Ties For Roof Including Securing Bolts;Posts And Struts In Fencing Including Cutting Tops To Shape As Directed, Drilling Holes,Notching For Wire, Etc.; Flat Iron Fillets (For Securing Wire Mesh Etc.) Including All Necessary Drilling, Bolting Or Riveting, Etc., And Similar Work Conforming To Fe-290 Gde E-165 Complete All As Specified & Directed. , Fixing Only Chain Link Fencing Including Line Wires, Any Mesh, Size And Type To Any Type Of Standards, Rails, Straining Bolts, Etc. Including Provission Of Binding Wire Complete All As Specified & Directed. , Supply Only Chain Link Ms Galvanisd Fencing, Any Size Or Type Complete All As Specified & Directed. , M&L Tmt Mild Steel Bars 10Mm Dia And Over, Cut To Length, Bent To Shape Required, As Reinforcing Bars In Chain Link Fencing Fixed Complete All As Specified & Directed , S&F In Repair Galvanised. 2 Strand, Steel Barbed Wire 2.24Mm Dia Barbed With 2Mm Dia Barbs At 75Mm Spacings And Straining And Fixing To Any Type Of Standard Rails Strain- Ing Bolts, Including, Securing Or Tying At Crossings With And Provision Of Galvanised Mild Steel Wire, Staples Or Steel Pins, Etc. As Directed (Each Line Wire To Be Measured) Complete All As Specified & Directed. , Restraining, Resecuring Including Making Good Staples Etc Galvanised. 2 Strand, Steel Barbed Wire 2.24Mm Dia Barbed With 2Mm Dia Barbs At 75Mm Spacings And Straining And Fixing To Any Type Of Standard Rails Strain- Ing Bolts, Including, Securing Or Tying At Crossings With And Provision Of Galvanised Mild Steel Wire, Staples Or Steel Pins, Etc. As Directed (Each Line Wire To Be Measured) Complete All As Specified & Directed. , M&L Mild Steel Screw Bolts (Machine Made) 11 To 15Mm Dia With Hexagonal Or Square Heads At One End And Screwed The Other, Or Screwed Both Ends, Each Screwed End To Be Fitted With Washers And One Hexagonal Or Square Nut, Exc 5Cm But Not Exc 10Cm Long Complete All As Specified & Directed. , Dismantling Structural Steel Work Including Doors, Gates But Excluding Framed Truss Etc. Complete All As Specified & Directed. , S & F Ms Framed Work Such As Grills, Gratings,Gates Etc., With End Of Bars Shouldered And / Or Riveted, Or Forged Into Spikes; Framed Guard Bars; Barred Iron Doors; Ladders Framed Balusters; Walk Ways; Railings; Frame Work Of Water Tanks And Similar Work Conforming To Fe 190-0 Or Fe-165-0. , M & L For Painting To New Steel And Iron Surfaces Of Any Description, Over 10 Cm In Width Or Girth, Not Otherwise Described With Two Coats Of Synthetic Enamel Paint Over A Coat Of Red Oxide Primer Including Preparation Of Surfaces Complete All As Specified And Directed. , M & L For Painting To New Steel And Iron Surfaces Of Any Description, Not Exc 10 Cm In Width Or Girth, Not Otherwise Described With Two Coats Of Synthetic Enamel Paint Over A Coat Of Red Oxide Primer Including Preparation Of Surfaces Complete All As Specified And Directed. , Supply Of Kiwi Mr. Muscle Drainex Drain Cleaner Powder, 375 Grams Pack, Or Equivalent Approved Brand, Suitable For Clearing Kitchen Sink, Wash Basin, Floor Trap And Toilet Drain Blockages. The Product Shall Be Strong Caustic-Based Drain Cleaner (Powder Form), Fast Acting, Safe For Pvc/Ci Pipes When Used As Per Manufacturer Instructions, And Supplied In Original Sealed Packing.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Statutory Bodies & Commissions/Committees No of Bidders 2
Uttarakhand View Result →
47.
Defence #11191051 Price Bid
Tender for Boq ( Sch A) B/R Items Cleaning/Removing Blockage Of Urinal, Bath Or Kitchen, Gully Trap, Wash Basin, Floor Trap, Indian Wc/Ewc Including Cleaning Floor Trap And Removing Blockage Of Pipes Upto 1St Manholes Including Necessary T&P Required And Finally Washing With Clean Water & Disposing Of Sludge/Waste In Covered Tank Outside Defence Land Complete All As Specified And Directed. Note:- The Contractor Or His Authorised Rep Shall Attend Day To Day Compllaints Related To Sewage And Drainage Woriks During Working Hours At 9Am And Shall Report Back At Every Evening At 5Pm On Daily Basis After Satisfactory Completion Of Work. Rs 125/- Per Complaint Shall Be Recovered From The Contractor On Account Of Non Attending Of Any Complaint (Each Complaint) Within 48 Hours. , Taking Off Existing Manholes Covers & Cleaning Of Manholes (Any Size / Depth) By De-Watering And Taking Off The Rubbish / Sludge Etc., Removing The Same Upto 50 M Distance And Put Into And Including Necessary Excavation And Earth Work In Any Type Of Soil For Newly Excavated Pits Of Suitable Size And Covering With Excavated Earth Finally Cleaning With Fresh Water And Placing Back In Position The Removed Covers Complete All As Specified And Directed. Notes :- 1. The Excavation And Earth Work Of Pit In Any Type Of Soil Is Deemed To Be Included In The Unit Rate Of This Item. 2. No Extra Payment Shall Be Made For De-Watering Which Shall Deemed To Be Included In Unit Rate Of This Item. Net Quantity Of Sludge As Removed Shall Only Be Measured And Paid. Necessary T&P, Eqpts And Safety Wears/Measures Shall Be Provided By The Contractor Without Any Extra Cost To Govt. 3. The Contractor Or His Authorised Rep Shall Attend Day To Day Compllaints Related To Sewage And Drainage Woriks During Working Hours At 9Am And Shall Report Back At Every Evening At 5Pm On Daily Basis After Satisfactory Completion Of Work. Rs 125/- Per Complaint Shall Be Recovered From The Contractor On Account Of Non Attending Of Any Complaint (Each Complaint) Within 48 Hours. , Cleaning Of Chocked/Blocked Sewage Lines (Sgsw/Rcc/Ci Pipes) 150Mm/200Mm Bore Dia, Taking Out Loose Sedimented Sand, Dirt, Oil, Grease, Sludge Water, Rags, Fibers Or Vegitation Etc. Systematically Using Necessary Tools Mechanically And/Or Manually Such As By Rodding, Passing Rope Knots, Bamboo Fanti And Disc Of Required Size (With Safety Measure Such As Dirt And Gas Etc), Flushing The Pipe Well With Water Till Clear Flow Of Sewage From Both Side Between Two Adjacent Manhole Of Any Depth From Both Side Sludge In Semi Liquid Stage Including All Water Effluence Etc And Removing All Materials From Site Of Work Upto A Distance Not Exceeding 250M And Depositing In Earth Pit Of Suitable Size With And Including Necessary Excavation And Earth Work In Any Type Of Soil Including Supply And Sprinkling Bleaching Powder And Covering Sludge With Earth After Removal Of Blockage Etc Complete All As Speicified And Directed. Note:- The Contractor Or His Authorised Rep Shall Attend Day To Day Compllaints Related To Sewage And Drainage Woriks During Working Hours At 9Am And Shall Report Back At Every Evening At 5Pm On Daily Basis After Satisfactory Completion Of Work. Rs 125/- Per Complaint Shall Be Recovered From The Contractor On Account Of Non Attending Of Any Complaint (Each Complaint) Within 48 Hours. , Taking Off Existing Covers Of Septic Tank & Cleaning The Same Of Any Size / Capacity By Dewatering And Taking Out Sludge In Liquid, Mud, Silt Or In Solid State After Emptying The Waste Water By Manual Or By Mechanical Means And Removing The Sludge To A Distance Not Exceeding 50 M And Burying The Sludge In Newly Excavated Pits Of Suitable Sizes With And Including Necessary Excavation And Earth Work In Any Type Of Soil And Covering The Same With Excavated Earth And Placing Back In Position The Removed Covers Complete All As Specified And Directed. Notes :- 1. The Excavation And Earth Work Of Pit In Any Type Of Soil Is Deemed To Be Included In The Unit Rate Of This Item. 2. No Extra Payment Shall Be Made For De-Watering Which Shall Deemed To Be Included In Unit Rate Of This Item. Net Quantity Of Sludge As Removed Shall Only Be Measured And Paid. , Excavating In Trenches In Soft/Loose Soil, N Exc 1.5 M Wide And N Exc 1.5 M In Depth; For Foundation, Etc. Or For Shafts, Wells, Cesspits, Manholes, Pier Holes, Etc. N Exc 10 Sq M On Plan And N Exc 1.5 M In Depth And Getting Out Complete All As Specified & Directed By Engr-In-Charge. , Returning Filling In Including Spreading Leveling Watering And Well Ramming In Layers N.Exc 25Cm Thick Complete All As Specified & Directed By Engr-In-Charge. , Removing Excavated Material N Exc. 50M And Depositing Where Directed At A Level N Exc. 1.5 M Above The Starting Point Complete All As Specified & Directed By Engr-In-Charge. , Demolition And Breaking Up 150 Mm Dia Bore Salt Glazed Stoneware Drain Pipe Including Plain Cement Concrete Packing Under Haunching Against The Sides Of Pipe Bed And Complete Plain Cement Concrete Of Bed And Removal Of Debris To A Distance Exc 1.0 Km But N.Exc 2.0 Km All Specified And Directed. , M&L For Plain Cement Concrete 1:4:8 Type D-2 (Using 40 Mm Graded Crushed Stone Aggregate) As In Bedding Including Haunching & Packing Under And Against The Side Of Reinforced Concrete Pipes, Class Np2,150 Mm Bore, After They Are Laid And Tested Complete All As Specified & Directed By Engr-In-Charge. , S&F Pvc (Swr) Pipes 150 Mm Dia Single Socketed, In Any Length With Rubber Ring Joints, Laid In Trenches Jointed In Cm (1:1) Complete All As Specified And As Directed , Demolition Of Reinforced Cement Concrete Of Any Description And In Any Position (Reinforcement Cut As Required To Facilitate Demolition) Complete All As Specified & Directed By Engr-In-Charge. , M&L For Reinforced Cement Concrete Pre-Cast Type B-1 (1:2:4) (Using 20Mm Graded Crushed Stone Aggregate ) As In Cover Slabs For Manholes Etc Set In Cement Mortar (1:4) Complete All As Specified And Directed By Engr-In-Charge. Note: Reinforcement For Cover Slabs Will Be Provided Under Respective Item Separately. , M&L For Mild Steel Tmt Bars 10Mm Dia & Over Cut To Length Bent To Shape Required Including Cranking Bending Spirally For Hooping Columns, Hooking Ends And Binding With And Including Mild Steel Wire ( Annealed ) Not Less Than 0.9Mm Dia Or Securing With Clips Complete All As Specified And Directed. , Demolition Of Brick Work ,Pcc Block Masonry, Stone Masonry Built In Cement Mortar Or Cement Lime Mortar Including All Quoins, Arches, Pillars Etc But Excl Ashlars Facing,Dressed Stone Work And Pre-Cast Concrete Articles Complete All As Specified & Directed By Engr-In-Charge , M&L Brick Work With Sub Class B Bricks Straight Or Curved On Plan Exc 6M Mean Radius Built In Cement Mortar (1:6) Complete All As Specified & Directed By Engr-In-Charge , M&L For Type C1 1:3:6 (20 Mm Graded Aggregate ) Pre-Cast Cement Concrete Block Masonry With Solid Blocks, Exc. 10 Cm In Width And Setting In 1:6 Cement Mortar, Complete , M&L For Rendering 15 Mm Thick On Brick Or Concrete Surface Of Walls In Cement Mortar 1:4 Finished Even & Smooth Without Extra Cement On External Wall Complete. , Taking Up 80 Mm Bore Cast Iron Water Mains (Including All Fittings), With Spigot And Socket Ends And Lead Joints Including Burning Out Joints And Recovering Lead As Described. , Taking Up 100 Mm Bore Cast Iron Water Mains (Including All Fittings), With Spigot And Socket Ends And Lead Joints Including Burning Out Joints And Recovering Lead As Described. , S&F Cast Iron Soil, Waste And Vent Pipes 75Mm Dia In Any Lengths With Or Without Ears,With Cement Joints,Fixed To Walls Complete All As Specified And As Directed , S&F Cast Iron Soil, Waste And Vent Pipes 100Mm Dia In Any Lengths With Or Without Ears,With Cement Joints,Fixed To Walls Complete All As Specified And As Directed , S&F Cast Iron Bend,Diminishing Pieces Or Tapers 75 Mm Dia, Of Any Radius With Proper Joints, Complete All As Specified And As Directed , S&F Cast Iron Bend,Diminishing Pieces Or Tapers 100 Mm Dia, Of Any Radius With Proper Joints, Complete All As Specified And As Directed , S & F Stamp Clamp Out Of 50Mm By 5Mm Flat Iron And 16Mm Dia Round Iron Stays,Incl Nuts And Bolts And Securing Ends Of Stays To Wall Or Roof For 75Mm Cast Iron Pipe. , S & F Stamp Clamp Out Of 50Mm By 5Mm Flat Iron And 16Mm Dia Round Iron Stays,Incl Nuts And Bolts And Securing Ends Of Stays To Wall Or Roof For 100Mm Cast Iron Pipe. , S&F Pvc (Swr) Pipes 110 Mm Dia Single Socketed, In Any Length With Rubber Ring Joints, Fixed To Walls Complete All As Specified And As Directed , S&F Pvc (Swr) Pipes 75 Mm Dia Single Socketed, In Any Length With Rubber Ring Joints, Fixed To Walls Complete All As Specified And As Directed , S&F Pvc (Swr) Plain Bend 110 Mm Dia, Of Any Redius With Rubber Ring Joints, Complete All As Specified And As Directed , S&F Pvc (Swr) Plain Bend 75 Mm Dia, Of Any Redius With Rubber Ring Joints, Complete All As Specified And As Directed , Demolition Of Cement Concrete In Ground Floors And Pavings N Exc 15 Cm Thickness (Below Or Above Ground Level) Complete All As Specified & Directed By Engr-In-Charge. , M&L For Providing Cement Concrete Type B-2, 1:2:4 (Using 40Mm Graded Aggregate) As In Surface Channel And Drains Complete All As Specified & Directed By Engr-In-Charge , M&L For 100 Mm Thick Plan Cement Concrete 1:2:4, Type B1 (Using 20 Mm Graded Stone Aggregate) As In Hardstanding,Path, Flooring Surface Finished Even & Smooth Without Using Extra Cement Complete All As Specified & Directed By Engr-In-Charge. , Demolition Of Cement Concrete (Unreinforced) In Ground Floors And Pavings Exceeding 15 Cm Thickness.(Below Or Above Ground Level) Complete All As Specified And Directed. , M&L For Cement Concrete Type D-2 1:4:8 (40Mm Graded Aggregate) In Foundations, Filling,Sub Base And Mass Concrete Complete All As Specified & Directed By Engr-In-Charge. , M&L For Sand Filling Under Interlocking Tiles Or In Foundations Including Watering And Consolidation Complete All As Specified & Directed By Engr-In-Charge. , M&L Machine Pressed Precast Concrete Interlocking Paver Block Any Shape And Size Confirming To Is 15658-2006 Of 80 Mm Thickness M-40 Grade Complete All As Specified By Engr-In-Charge. , M&L For Plain Cement Concrete 1:3:6 Type C-1 Using 20 Mm Graded Stone Aggregate As In Coping /Kerbing/Side Of Interlocking/Flooring/Hardstanding Etc.Including Weathering And Throating Including Necessary Form Work Etc.Complete All As Specified And Directed. , Demolition And Breaking Up 300 Mm Dia Bore Reinforced Cement Concrete Drain Pipe Including Plain Cement Concrete Packing Under Haunching Against The Sides Of Pipe Bed And Complete Plain Cement Concrete Of Bed And Removal Of Debris To A Distance Exc 1.0 Km But N.Exc 2.0 Km All Specified And Direc , S&F 300 Mm Bore Reinforced Concrete Pipes, Class Np2, Laid And Jointed Complete With Collars As Specified And Directrd By Engg. In Charge , M&L For Plain Cement Concrete 1:4:8 Type D-2 (Using 40 Mm Graded Crushed Stone Aggregate) As In Bedding Including Haunching & Packing Under And Against The Side Of Reinforced Concrete Pipes, Class Np2,300 Mm Bore, After They Are Laid And Tested Complete All As Specified & Directed By Engr-In-Charge. , Excavating In Post Holes (Or Similar Holes) In Hard/Dense Soil Each N Exc 0.5 Cu. M, Getting Out, Returning, Filling In And Ramming Earth Or Broken Rubble Mixed With Earth Around, In Layers Not Exceeding 25 Cm Complete All As Specified & Directed. , M&L For Plain Cement Concrete Type D-2 1:4:8 (40Mm Graded Aggregate) In Walls Or Retaining Walls Of Any Thickness ,Size Or Shape Including Pilasters , Butteress , Columns Pillars, Boundry Pillars And Posts (Including Caps And Bases) Complete All As Specified & Directed. , Dismantling Wrought Iron Or Mild Steel Work Of Any Description. , M&L For Ms Work In Hand Rails, Half Round Or Other Steel Section Or Core For Wooden Hand-Rail Straight Portion, Drilled And Countersunk For Balusters Running Bars, For Doors, Balusters, Nosing To Steps Including Embeding In Concrete And Screwing Etc. Wind Ties For Roof Including Securing Bolts;Posts And Struts In Fencing Including Cutting Tops To Shape As Directed, Drilling Holes,Notching For Wire, Etc.; Flat Iron Fillets (For Securing Wire Mesh Etc.) Including All Necessary Drilling, Bolting Or Riveting, Etc., And Similar Work Conforming To Fe-290 Gde E-165 Complete All As Specified & Directed. , Fixing Only Chain Link Fencing Including Line Wires, Any Mesh, Size And Type To Any Type Of Standards, Rails, Straining Bolts, Etc. Including Provission Of Binding Wire Complete All As Specified & Directed. , Supply Only Chain Link Ms Galvanisd Fencing, Any Size Or Type Complete All As Specified & Directed. , S&F Of Tie Bars With Screwed Ends,Nuts, Washers And Mild Steel Plates For Walls, Chimneys, Roofs, Arches, Etc. King Rods And Straining Bolts Conforming To Fe 290 Gde-E-165 Complete All As Specified & Directed. , S&F Galvanised. 2 Strand, Steel Barbed Wire 2.24Mm Dia Barbed With 2Mm Dia Barbs At 75Mm Spacings And Straining And Fixing To Any Type Of Standard Rails Strain- Ing Bolts, Including, Securing Or Tying At Crossings With And Provision Of Galvanised Mild Steel Wire, Staples Or Steel Pins, Etc. As Directed (Each Line Wire To Be Measured) Complete All As Specified & Directed. , M & L For Newly Painting To Steel And Iron Surfaces Of Any Description, Over 10 Cm In Width Or Girth, Not Otherwise Described With Two Coats Of Synthetic Enamel Paint Over A Coat Of Red Oxide Primer Including Preparation Of Surfaces Complete All As Specified And Directed. , M & L For Newly Painting To Steel And Iron Surfaces Of Any Description, Not Exc 10 Cm In Width Or Girth, Not Otherwise Described With Two Coats Of Synthetic Enamel Paint Over A Coat Of Red Oxide Primer Including Preparation Of Surfaces Complete All As Specified And Directed. , S&F Concertina Coil: 600 Mm Dia/56 Loops/2.5 Mm Core Wire. Coil Diameter: 600 Mm. Type Of Strip: Heavy Galvanized (Is 1730). Type Of Core Wire: Heavy Galvanized (Is 280-2006). Core Wire Diameter: 2.50 Mm Dia. Zinc Coating To Strip: Minimum 200 Gsm/Sqmm. Zine Coating On Wire: Minimum 275 Gsm/Sqmm (Is 6745-1972 Reaffirmed 2006). Tensile Strength Of Wire: 1400-1500 N/Sq.Mm. Weight: 14.63 Kg (+ 5%). Number Of Loops: 56. Blade Length: 22 Mm. Barb Profile: Medium Blade (Mbbt). Distance Between Barb: 35 Mm. Stretchable Length: 12 Mtrs, Type Of Clip: Hardened Steelin Galvanized Steel. (Wt: 8 Kg (5 % +-) Per 6 To 8 Mtr ) All As Speciified And Directed By Engr-In- Charge. , M&L Mild Steel Screw Bolts (Machine Made) 5 To 10Mm Dia With Hexagonal Or Square Heads At One End And Screwed The Other, Or Screwed Both Ends, Each Screwed End To Be Fitted With Washers And One Hexagonal Or Square Nut, Exc 5Cm But Not Exc 10Cm Long Complete All As Specified & Directed. , Excavation In Trenches, Not Exceeding 1.5 M Wide And Not Exceeding 1.5 M Depth For Foundation, Etc., And Getting Out In Hard/ Dense Soil Complete All As Specified And Directed. , M&L For Preparation Of Newly Plastered Surfaces Of Wall And Applying Two Coats Of Cement Base Paint Over A Coat Of Primer Complete All As Specified And Directed. , S & F Ms Framed Work Such As Grills, Gratings,Gates Etc., With End Of Bars Shouldered And / Or Riveted, Or Forged Into Spikes; Framed Guard Bars; Barred Iron Doors; Ladders Framed Balusters; Walk Ways; Railings; Frame Work Of Water Tanks And Similar Work Conforming To Fe 190-0 Or Fe-165-0. , M&L For Repair Of Pot Holes Any Depth N Exc 1.5 Sqm In Cross Section Each Including Sweeping Free From Dust ,Mud, Water Sunken Surfaces In Roads , Paths, Hardstandings Etc, Cutting Around Edges To Atleast 25 Mm In Depth And Filling The Pot Holes With Instant Road Repair Bituminous Material Having Avg Aggregate Size Between 6 Mm To 10 Mm And Density Not Less Than 2200 Kg/ Cum And Minimum Bitumen Content Not Less Than 6% , Complete All As Specified And Directed By Engg-In -Charge.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Statutory Bodies & Commissions/Committees No of Bidders 2
Uttarakhand View Result →
Maharashtra View Result →
49.
Defence #11167640 AOC
Tender For Provision Of Single Men Barracks Including Cook House For Agniveers At Brc, Danapur.; 1 SCHEDULE A Part-I (Building/Structures) (To be quoted by the tenderer) 2 Item No 01 A : Design and construction of 180 ORs SM BarrackComplete allspecified in soil bearing capacity report, design basis report, drawings and tender documents. 3 Item No 01 B: Design and construction of Dinning Hall Complete allspecified in soil bearing capacity report, design basis report, drawings and tender documents. 4 Item No 01C : Design and construction of Cook House Complete allspecified in soil bearing capacity report, design basis report, drawings and tender documents. 5 Sch A Part-II (Internal Electrification)Lump sum price worked out by the contractor for (Internal Electrification) as listed in Schedule A Part-II against the lump sum price inserted by the MES. 6 Sch A Part-III (External Electric Supply)Lump sum price worked out by the contractor for (External Electric Supply) as listed in Schedule A Part-III against the lump sum price inserted by the MES. 7 Sch A Part-IV(External Water supply)Lump sum price worked out by the contractor for (External Water supply) as listed in Schedule A Part-IV against the lump sum price inserted by the MES. 8 Sch A Part-V(Road, Path Curvert)Lump sum price worked out by the contractor for (Road, Path Curvert)as listed in Schedule A Part-V against the lump sum price inserted by the MES. 9 Sch A Part-VI (Air Conditioning)Lump sum price worked out by the contractor for (Air Conditioning) as listed in Schedule A Part-VI against the lump sum price inserted by the MES. 10 Sch A Part-VII(Refrigeration System)Lump sum price worked out by the contractor for (Refrigeration System) as listed in Schedule A Part-VII against the lump sum price inserted by the MES. 11 Sch A Part-VIII((FIRE FIGHTING SYSTEM(DOWN COMMER) & FIRE ALARM SYSTEM)Lump sum price worked out by the contractor for ((FIRE FIGHTING SYSTEM(DOWN COMMER) & FIRE ALARM SYSTEM) as listed in Schedule A Part-VIII against the lump sum price inserted by the MES. 12 Sch A Part-IX(Demolition of Bld (B/R) Lump sum price worked out by the contractor for (Demolition of Bld (B/R)as listed in Schedule A Part-IX against the lump sum priceinserted by the MES. 13 Sch A Part-X(Sewage Disposal) Lump sum price worked out by the contractor for (Sewage Disposal)as listed in Schedule A Part-X against the lump sum priceinserted by the MES. 14 Sch A Part-XI(Area Drainage)Lump sum price worked out by the contractor for (Area Drainage) as listed in Schedule A Part-XI against the lump sum price inserted by the MES. 15 Sch A Part-XII(Site Clearance) Lump sum price worked out by the contractor for (Site Clearance)as listed in Schedule A Part-XII against the lump sum priceinserted by the MES. 16 Note for Srl No 2 to 15The percentage above / below the SSR -2020 (part-II) rates shall be derived from the amount quoted by the contractor against Srl No. 2 to 14by comparing it with the amount inserted / pre- priced by the department and the same shall be applicable for the items of respective schedule 17 Schedule A Part-XIII (Miscellaneous items of works) 18 INTERNALELECTRIFICATION 19 Item No 02 : Materialand labour for point wiring complete with 1.5 sqmm PVC insulated, FRLSH type, ISI marked,conforming to IS-694/1990 unsheathed,multistranded,single core, copperconductor cable 1100 volts grade colour code cablesdrawn through and including PVCConduit 20 mm dia medium grade(MMS/HMS) andincluding cutting, chasing work at any height and all accessoriesconcealedinwalls / roofs / floors / ceiling etc. 20 flush mountingMS box with top,bottom,side/back wall knockout for conduitentry from any direction made out of 1.60mm thick suitable for fixing of andincludingwhite/Silver/Dark bronzecolour modular blankingplate as per number of switch modules flush mountedfor fixing of modular switches,sockets,fan regulators, blank plate etc and including above mentioned colourmodular plate cover of required modules andincluding 1.5 Sqmm PVC insulated multistranded FRLSH type unsheathed(Green colour),single core cable with copper conductor cable as earth continuity conductor andconnecting to common earth dolly and including making good the disturbed surfaces to match with existing surface and colour shade with putty for smooth finishing complete all as specified and directedfor the following:- 21 (a) One light point controlled by one switch. 22 (b) Onefan point controlled by one switch and oneregulator. 23 (c) Oneexhaust fan point controlled by one switch . 24 (d) One 5 pin 6 amps socket point controlled by one 6 amps switch on independent board . 25 (e) One 5 pin 6 amps socket point controlled by one 6 amps switch on same board . 26 (f) One bell/buzzer point controlled by one bell push. 27 (g) One light point controlled by two 2 way switches. 28 Item No 02 : All as per item No.1(d) & (e) above,but point wiring with 2.5 sqmm and earth conductor of size 2.5 sqmm complete all as specified and directed for the following:- 29 (a) One 6 pin 16/6 amps socket outlet point controlled by one 16 amps switchon independent board. 30 (b) One 6 pin 16/6 amps socket outlet point controlled by one 16 amps switch on same board. 31 Item No 03 :All as per item No.1 (d) above ,but point wiring with 4.0 sqmm and earth conductor of size 4 sqmm complete all as specified and directed. 32 Item No 04 : Supply & fixingand sheet metal enclosurewith acrylic door type, double door ,415 volts AC,VTPNDB, 4 way,8+12 modules, flush mounting with 200amps copper busbar, 2 neutral/earth bars links and MCCB incomer,and MCB SPN/SP/TPNas outgoing and complete forIP43&54 DBs protection complete all as specified and as directed. Note for item No.22 to 32- MCCB/MCB DBs and MCBs/MCCBs both are used same make only 33 Item No 05: Material and labour for Earthing complete with galvanised steel earth plate electrode 600mmX 600mmX 6mm thick buried directely in ground vertically ( earth pit not less than 2.25 meters deep below ground level) with top edge of plate not less than 1.5 metres belowground level, connected to and including galvanised iron wire 4 mm dia and light grade protection pipeof 15 mm diafrom earth electrode up to test point or up to 7.5mtr whichever is less by means of GIbolts, nuts, check nuts and washersall as per electrical plate No 3 of SSR Pt-I and GI watering pipe of 20 mm dia medium grade,GI funnel with wire mesh,including charcoal, salt packed all around the earth electrode plate in layers, PCC earth pit chamber 1:3:6 type C1, of size 45X 45X 45 CM,RCC cover 1:2:4 type B1 of size 45X45X6CM, excavation/earth work in any strata and returning filling, removal of surplus soil and testing/test point for required valueincluding removing old item completeall as specified and directed. 34 External Electric supply 35 Item No 06 :Supply, installation, testing and commissioning of step down copper wound transformer of capacity 315 KVA (Energy Efficient LEVEL 3 ), outdoor type, plinth platform of min size 2.4 x 2.4 x 1.5 Mtr (Solid PCC Block) complete with standard fittingts and accesswories, HT 11 KV 3 phase, Lt 433 volts, 3 phase 4 wire with off load tappings on HT side to vary secondary voltage within limit, all as per IS:1180 (Part-I)-2014 (latest edition) with amendment no. 1,2,3 & 4 (Level 3). oil cooling with fins vector group: DYN 11, incl initial oil fitting complete all as specified incl the following accessories:- 36 a) three numbers porcelain bushing HT, 11KV with Brass bushing Rod, Nuts, bolts and washers etc inside cable end box b) One cable box LT side consisting of 4 numbers porcelain with brass bushing rods complete with nuts and washers suitable for runs of 3.5 core LT UG cables c) Oil conservator with filter type drain valve and oil level guage 37 d) Dehydrating breather with fast feel of dehydrating agent e) Explosion Vents f) thermometer pocket on tank cover g) Rating Plate on terminal marking plate h) Earthing arrangement i) Oiil drain filter valve j) Oil Drain Valvek) Lifting Hook 38 l) Oil conservator with filling hole and capm) Air release valve plugn) Four plate solid cast steel detachable rollerso) Buchholz relay p) Earth Bushing for neutral Outside the cable box for neutralq) Suitable size of channel on foundation for fixing the transformer with jint and stopper(r) Plateform for mounting of transformer made up of PCC 1:2:4, 20 mm graded stoen aggregate, solid block and making all faces fare using extra cement as per manufacturer design of required length, width and hight in and including providing of 02 nos ISMC 100 chanel embe3dded in PCC of wuitable length as directed at site by the engr in charge in and including earth work complete. 39 Note: (i) Anything missed out above but technically required for proper operation of transformer is deemed to be included in the quoted rate. 40 Item No 07 : Supply, laying & testing cable XLPE insulated, screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty)with stranded aluminium conductor, 11000 volts grade, of size 3 core 95 sq mm complete all as specified and as directed. 41 Item No 08 : Supply, laying and testing cable XLPE Insulated, screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 95 sqmm 3½ core complete all as specified and as directed. 42 Item No 09 : Supply, laying and testing cable XLPE Insulated, screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 240 sqmm 3½ core complete all as specified and as directed. 43 Item No 10 : Supply and fix cable jointing kit for 1.1 KV grade cable for straight through/ end terminal joint complete with Jointing material heat Shrink type and accessories suitable for 3 ½ / 4 core XLPE, armoured, Al conductor cable of size 95 sqmm,Indoor/Outdoor type complete all as specified and as directed. 44 Item No 11 : Supply ,fabrication, installation and testing of LT out door type factory made CPRI Approved ,feeder piller box of made out of 3.15 mm thick CRCA sheet dully supported with mild steel angle iron of size 40X40X5mm vertical legs frame with front and back side openable ,single hinged door / shutter with locking arrengement and powder coated finish both internal and external steel surfaces after necessary preparation of steel surfaces including providing PCC (1:3:6) type C2 foundation of suitable size and connections of all outgoing / incomming existing cable of any size drawing / digging out cable from loops in trenches inclusive of necessary excavation and earthwork as required and relaying the cables including the following fitment accessories all complete as specified and as directed. 45 Incoming (a)MCCB, adjustable thermal magnetic release type, 4 poles, 415 Volts, Ics = 100% Icu, 35 KA breaking capacity, rating 400 Amps including all fixing accessories with both ends spreader links-01 No. (b)Digital voltmeter of range (0-500) volts, flush mounting type of size 96mm x 96mm (4”x4”) square dial with selector switch – 01 No.(c)Digital Ammeter of range (0-250) Amps, flush mounting type of size 96mm x 96mm (4”x4”) square dial with selector switch – 01 No.(d)LED Neon indicator lamp (RYB) with holder and fuse holder 230/250 volts,AC -01 set (set of three). 46 Outgoing(a)MCCB, adjustable thermal magnetic release type, 4 poles, 415 Volts, Ics = 100% Icu, 36 KA breaking capacity, rating 250 Amps including all fixing accessories with both ends spreader links-01 No. 47 (b)MCB,4 pole, 415V, C series rating 200Amp Amps including all fixing accessories with both ends spreader links-02 No. (01 + 01 spare) 48 (c ) Copper strip busbar of 600 Amps current carrying capacity with PVC sleeves with maintained the colour code and provision of making holes with Copper nuts, bolts & washers for cable connections including hydrograpic insulators with nuts & bolts at both ends= 04 nos. 49 (d)Enamelled iron danger notice plate of 1.60 mm thick mild steel sheet of size 200 mm X 150mm , white with letters , figures and conventional skull and bones in signal red and fixed with nuts and bolts on door / shutter of JB for LT -01 No. 50 Item No 12 :M&L for Shifting of existing VCB from existing location near pump house No:2 over head tank to proposed building approx 300 Mtr with the help of crane including necessary T&P including Servicing, comprising of overhauling and refixing the same after repairs: (a) Tripping off the breaker, lowering the breaker with raising/lowering handle and pulling out the breaker complete from the panel along with the trolley for servicing/inspection.(b) Servicing/Inspecting/checking of automatic safety shutter operation for serviceability and replacement of spares if required. 51 (c) Servicing/Inspecting/checking ofcircuit spoutand cicuit spout connections for RYB phases and replacement of spares if required.(d) Dismantling and checking of cross bar assembly, fixed contacts and current carrying parts of the breaker, trolley, insulated assembly and checking lamination with clamps, epoxy spout, isolator assembly etc. (e) Setting, reassembling, cleaning, adjustment of fixed contacts, main contact, arcing contacts and chamber baffle pot assembly, moving contact for proper setting of auxiliary contacts operating mechanism. (f)Servicing/Inspecting/checking ofsecondary sockets/busbar earthing plugs/earthing sockets and replacement of spares if required. 52 (g)Checking, setting and adjustment of lowering and raising operation of the breaker trolley. (h)Lubrication and greasing of all moving parts of the trolley, stopper bolt for proper operating and closing of shutter gear, isolation resistance of trolley of with vacuum interrupter assembly. (j) The inspection of HT switch gear shall involve:-(i) Inspection of truck & hoist assembly.(ii) Inspection of tank assembly & barriers.(iii) Inspection of assembly & components of solenoid assembly.(iv) Inspection of assembly & components of dependent mechanism.(v)Inspection of assembly & components of spring box mechanism.(vi)Inspection of motor mechanism spring charge assembly (vii)Inspection of assembly of trip unit & related components.Notes: (i) The rate quoted shall be deemed to include for necessary T&P, nuts, bolts, washers, gasket, insulation tape, compound and any damaged parts etc. to put in to the VCBs and panels in serviceable condition, testing and commissioning all as specified and as directed by the Engineer-in-Charge. 53 Item No 13 : M&L Boring of holes under road, pavement, hard standing by trenchless technology using ultra sounding technique and necessary machine including HDPE pipe of 150 mm dia suitable for 0.4 mpa working pressure. 54 Item No 14 : M&L Costruction of a 18 sqm room with a height of 3.5 mtrs, designed to house a vaccum circuit breaker (VCB). The costruction will include foundation work, walls, roofing , flooring, plastering and miscellaneous items like windows and doors. complete all as specified and as directed. 55 External Water Supply 56 Item No 15 : M & L for Construction of brick masonry valves pits , of the following internal dimension complete with 3015mm thick MS sheet cover angle iron frame duly painted with locking arrangement including all necessary excavation and earth work PCC wok complete. 57 (a) 900mm x 900mm x 900mm 58 (b) 600mm x 600mm x 600mm 59 Item No 16 : Refixing MS/ GI/ CI DI pipe any type and connections in new or old position including cleaning internally and externally, any grade / make (in trenches) including all type of new fittings i.e. sockets, Tee, union, elbow etc complete all as specified and as directed. 60 (a)100 mm dia 61 (b) 150 mm dia 62 Item No 17 : Supply and fixing in replacement ductile iron pressure pipes, class K7, centrifugally cast with spigot and socket ends as per following conforming to IS 8329/2000 with cement mortar lining inside the pipes with outside zinc coating suitable for push-on joint (rubber gasket D jointing) in any length including DI specials as required at site confirming to IS 8329/2000 and all jointing materials and making good for distrubed surfaces of roads, pathways etc while laying the pipe line at site, site clearance for the route of pipe line, welding, excavation of pipe line, connections etc complete all as specified and as directed. (a) 150 mm dia 63 Refrigeration System 64 Item No 18 : Supply and fix refrigerator, electric driven (single phase), capacity upto to 195 Litres .BEE 5 star rated complete all as specified and directed. 65 Item No 19 :Supply and installation of voltage stabilizer for automatic operation, single phase naturally air cooled indoor type & designed for input variation between 170 V to 250 V with output voltage stabilized at 230 V with accuracy of ± 2.5% and of capacity 2 KVA. 66 Water cooler 67 Item No 20 : Supply, installation and Commissioning water cooler, Electric driven,(single phase 230 volts) having approx storage capacity of 120 Litres and nominal cooling capacity of 60 Litres per hour complete all as specified. 68 Item No 21 : Supply and installation of voltage stabilizer for automatic operation, single phase naturally air cooled indoor type & designed for input variation between 170 Volts to 250 Volts with output voltage stabilized at 230 Volts with accuracy of ± 2.5% and of capacity 2 KVA complete all as specified. 69 Air Conditioning 70 Item No 22 : Supply and installation of voltage stabilizer for automatic operation, single phase naturally air cooled indoor type & designed for input variation between 170 Volts to 250 Volts with output voltage stabilized at 230 Volts with accuracy of ± 2.5% and of capacity 5 KVA complete all as specified. 71 Hot Water Supply 72 Item No 23 : Supply and fix Water heater storage type, electric,capacity 50 litres.BEE 5 star rated 73 Item No 24 : Supply and fix electric water heater, storage type steel body with copper inner tank and heating element upto 2 KW capacity 25 litre, BEE 5 Star rated complete with all accessories such as safety valve, thermostate, NRV, connection piece complete all as specified and directed. 74 Dessert Cooler 75 Item No 25 : Supply and fix desert cooler electric driven (single phase), having nominal air flow capacity of 4000 CuM per hour (or nearest size).Steel body type complete all as specified and directed. 76 Electric Chimney 77 Item No 26 : Supply, installation testing and commissioning commercial kitchen chimney stainless steel body with filter size 96 X 30 including 1 HP exhust fan, Air outlet duck of chimney G.P sheet 0.50 mm thick of size 22 X 22 X 15 ft long complete all as specified and directed. 78 FIRE FIGHTING SYSTEM(DOWN COMMER) & FIRE ALARM SYSTEM 79 Item No 27 : Supply only of fire extinguiser ISI marked CO2 type Fire Extinguisher 4.5 KG capacity conforming to IS : 15683 :2006 (old IS : 2878) made from seamless cylinder conforming to IS : 7285 duly approved by chief controller of explosive , Nagpur fitted with ISI Marked Controlled valve conforming to IS : 3224 , high pressure 1 mtr long discharge hose and horn complete with initial gas charged with carrying handle and wall mounting bracket, , suitable for operating between 30 degree centrigrade to + 55 degree centigrate, Fire Rating Class - 138. 80 Item No 28 : Supply only of stored pressure fire extinguiser ISI marked powder type Fire Extinguisher 4 KG capacity suitable for Class A, B, C Fire consisting with discharge hose and nozzle of welded cylinder, squeeze lever discharge valve fitted with pressure indicating guage, internal discharge tube, discharge nozzle suspension bracket conforming to IS : 15683 :2006 (old IS : 2878) duly charged with ISI Marked Mono Ammoniumphosphate base ABC powder conforming to IS : 14609 and pressurized with Nitrogen Gas, suitable for operating between 30 degree centrigrade to + 55 degree centigrate, Fire Rating Class - 1A & 13B 81 Item No 29 : Supply only of Fire bucket iron body red colour 10 L capacity for dry sand stored type ISI MarkedIS : 2546 :2006, complete all as specified and as directed. 82 Item No 30 : Supply only of Fire Extinguisher Mechanical Foam type ISI Marked Foam (AFFF) type Fire Extinguisher 9 ltrs capacity fitted with Forged Brass squeeze lever discharge valve, conforming to IS : 15683 :2006, complete with initial refill consisting of ISI Marked CO gas cartridge of 60 gms capacity conforming to IS 4947 and ISI Marked AFFF conforming to IS : 4989, suitable for operating between + 50 degree centrigrade , Fire Rating Class - 3A & 34B 83 Sewage Disposal 84 Item No 31 : M&L for DWCPE (SN8) pipes 180 OD/163 ID, laid and jointed complete complete all as specified and directed for the following internal dia of pipes. 85 Item No 32 : Construction of Conventional RCC Septic tank designed to carry sewage and sullage water, excavation in any type of soil, PCC 1:4:8 below foundation, RCC M-30 Design mix in walls, Base slab, Baffle walls and roof slab including beams etc with Vent shaft, manhole openings with cover connection etc., complete with effective depth of 1.5 meter and overall depth of 3 meter for 100 users conventional type. 86 Item No 33 : Construction of Soakage wells excavation, in any type of soil, foundation in PCC 1:3:6, walls of honey combed masonry with top ring of M-25 concrete including intercepting chamber and screen chamber made of Brick masonry in CM, RCC cover slab in M25/SFRC cover, interconnecting pipes of RCC/DWC complete filled with brick bats of size 3.6 M dia X 3.0 M effective depth. 87 SCHEDULE A(Schedule of credit)Schedule of Credite Rs 50001.00 (Minus) inserted by the MES.(Note : Credit amount shall be deducted manually to arrive net bid amount)
Contract Date: Jun 27, 2026 Contract Value : ₹ 10.28 Crore
Statutory Bodies & Commissions/Committees No of Bidders 10
Bihar View Result →
50.
Housing Urban and Rular Development #11155227 Technical Bid
Tender for Cleaning Of Silt From 200M Dia To 500 Dia Sw Sewer Lines Including Manholes By Bucket Type Sewer Cleaning Machine And Providing And Fixing Of Steel Fibre Reinforced Concrete Manhole Cover With Frames At All Blocks Of Urban Estate, Jind.Cleaning Of Silt/De-Silting From Sewer Lines From 200Mm I/D To 500Mm I/D Including Manholes By Bucket Type Sewer Cleaning Machine And Disposal Of Same From Outside The Residential Area Providing And Fixing Of Steel Fibre Reinforced Concrete Manhole Cover With Frames At Various Points In All Blocks Of Urban Estate, Jind And All Other Works Contingent Thereto(Including One Year maintenance Defect Liability Period Free Of Cost).
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 3
Haryana View Result →
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